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RC19-833 PLANS (2)OWNER: Mr. Erhan Kostepen PROJECT: NEW ADDITION & INTERIOR REMODELING. 270 Grand Concourse, Miami Shore, FL. 33138 NDEX OF DRAWINGS GENERAL - COVER SHEET / INDEX OF DRAWINGS G1.01 GENERAL NOTES G1.02 REFERENCE SITE PLAN DEMO D1.01 DEMO PLAN D1.02 DEMO ELEVATIONS D1.03 DEMO ELEVATIONS ARCHITECTURAL A1.01 PROPOSED FLOOR PLAN A1.02 PROPOSED ROOF PLAN A1.03 DETAILS A2.01 BUILDING ELEVATIONS A2.02 BUILDING ELEVATIONS A3.01 BUILDING SECTIONS A3.02 WALL SECTIONS A4.01 DETAILS ELECTRICAL E1.01 ELECTRICAL DEMO E1.02 ELECTRICAL PLAN E1.03 RISER DIAGRAM PLUMBING P1.01 PLUMBING FLOOR PLAN P1.02 DETAILS MECHANICAL M1.01 MECHANICAL FLOOR PLAN M1.02 DETAILS M1.03 DETAILS STRUCTURE S1.01 FOUNDATION PLAN S1.02 FRAMING PLAN 51.03 ROOF PLAN 51.04 DETAILS 51.05 SECTIONS S2.01 WIND LOAD S2.02 WIND LOAD .j MIAM SHOR"-:S VIiLAGE APPROVED BY DATE tuN N� %%11 (( d S iluv[UR^,L 6 D9 5Wr4 7 Py ,s 414ie40 VVIIH ALL FEDEIIIAki STATE FPJ �u `r IiUI_E§ AN9' fiEMM100' 0 I m E F 2 GENERAL_ NOTES 1. WHEN A DETAIL, DIMENSION OR REFERENCE IS INDICATED AS "TYPICAL," IT APPLIES TO ALL SIMILAR SITUATIONS WHETHER INDICATED OR NOT. 2. SECTIONS OR DETAILS SHOWN, APPLY TO ALL SIMILAR SITUATIONS, WHETHER INDICATED OR NOT AND UNLESS OTHERWISE NOTED. 3• APPARENT CONFLICTS BETWEEN DRAWINGS AND/OR DRAWINGS AND SPECIFICATIONS, OR WITH EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY AND WORK IN THE AREA OF CONFLICT TO BE TEMPORARILY HELD UNTIL CONFLICT IS RESOLVED. 4. ALL CERAMIC TILE INSTALLATION SHALL BE IN ACCORDANCE WITH THE "HANDBOOK OF CERAMIC TILE INSTALLATION" PUBLISHED BY THE TILE COUNCIL OF AMERICA. 5. ALL GYPSUM WALLBOARD SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND IN COMPLIANCE WITH "FLORIDA BUILDING CODE." MOISTURE RESISTANT DRYWALL SHALL BE USED IN ALL BATHROOM WALLS AND CEILINGS AND BEHIND ALL WET AREAS ELSEWHERE. 6. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION OF ANY CABINET WORK OF. BUILT-IN EQUIPMENT. 7. CONTRACTOR SHALL VERIFY WITH WINDOW AND DOOR MANUFACTURERS REQUIRED MASONRY OPENINGS FOR PROPER INSTALLATION BEFORE CONCRETE BLOCK WORK IS STARTED OR TIE COLUMNS ARE POURED. 8. CAULKING AND SEALANTS SHALL BE APPLIED AT ALL WINDOWS AND EXTERIOR DOORS (BOTH SIDES) AND WHERE NECESSARY FOR PROPER INSTALLATION OF CABINETRY, FIXTURES, BASEBOARDS, DOOR CASINGS, THRESHOLDS, ETC. ALL MATERIAL TO BE 15 YEAR SILICONIZED ACRYLIC LATEX. 9. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS THROUGHOUT ENTIRE SET OF PLANS. 10. THE ENGINEER BY PREPARATION OF THESE PLANS, DOES NOT ASSUME ANY RESPONSIBILITY FOR THE OBTAINING OF ANY AGENCY OR GOVERMENTAL PERMITS WHICH MAY BE REQUIRED TO FURTHER THIS PLANNED WORK. SUCH RESPONSIBILITY WILL ONLY BE ASSUMED WHEN AUTHORIZED IN WRITING BY THE OWNER, AND ACCEPTED BY THE ARCHITECT. 11. THE CONTRACTOR, OR SUBCONTRACTOR, SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. 12. SHOP DRAWINGS WHERE CALLED FOR ON THESE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. 13. CONTRACTOR SHALL COORDINATE ALL ROOF AND CEILING OPENINGS WIT H ALL OTHER TRADES. 14. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER. 15. IN THE EVENT OF NON -ACCEPTANCE OF THE WORK BY ANY REGULATING AUTHORITY. THE CONTRACTOR SHALL PERFORM THE ADDITIONAL WORK REQUIRED TO BRING THE WORK INTO A CONDITION OF ACCEPTANCE, AND SUCH ADDITIONAL WORK SHALL BE DONE BY THE CONTRACTOR WITHOUT ANY FURTHER COST TO THE OWNER. 16. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FREE FROM DEFECT FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. 17. CORRECTIONS TO ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGES AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. ALL GUARANTEES AND WARRANTIES OF EQUIPMENT OR MATERIALS FURNISHED TO THE CONTRACTOR AND/OR SUBCONTRACTOR BY ANY MANUFACTURER OR SUPPLIER SHALL BE DEEMED TO RUN TO THE BENEFIT OF THE OWNER. PRIOR TO FINAL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEES AND WARRANTIESON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER. 19. THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEE AND WARRANTIES ON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER 20. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR SEPARATED FROM MASONRY OR CONCRETE WITH ONE LAYER 90# FELT. NOTES: 1- USE NON -SLIP TILE NOTE: WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 AS PER ASTM E-84 OR UL 273. FBCR 302.9 1 0 BURGLARY INTRUSION NOTES 61 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD 2 GENERAL_ NOTES 1. WHEN A DETAIL, DIMENSION OR REFERENCE IS INDICATED AS "TYPICAL," IT APPLIES TO ALL SIMILAR SITUATIONS WHETHER INDICATED OR NOT. 2. SECTIONS OR DETAILS SHOWN, APPLY TO ALL SIMILAR SITUATIONS, WHETHER INDICATED OR NOT AND UNLESS OTHERWISE NOTED. 3• APPARENT CONFLICTS BETWEEN DRAWINGS AND/OR DRAWINGS AND SPECIFICATIONS, OR WITH EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY AND WORK IN THE AREA OF CONFLICT TO BE TEMPORARILY HELD UNTIL CONFLICT IS RESOLVED. 4. ALL CERAMIC TILE INSTALLATION SHALL BE IN ACCORDANCE WITH THE "HANDBOOK OF CERAMIC TILE INSTALLATION" PUBLISHED BY THE TILE COUNCIL OF AMERICA. 5. ALL GYPSUM WALLBOARD SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND IN COMPLIANCE WITH "FLORIDA BUILDING CODE." MOISTURE RESISTANT DRYWALL SHALL BE USED IN ALL BATHROOM WALLS AND CEILINGS AND BEHIND ALL WET AREAS ELSEWHERE. 6. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION OF ANY CABINET WORK OF. BUILT-IN EQUIPMENT. 7. CONTRACTOR SHALL VERIFY WITH WINDOW AND DOOR MANUFACTURERS REQUIRED MASONRY OPENINGS FOR PROPER INSTALLATION BEFORE CONCRETE BLOCK WORK IS STARTED OR TIE COLUMNS ARE POURED. 8. CAULKING AND SEALANTS SHALL BE APPLIED AT ALL WINDOWS AND EXTERIOR DOORS (BOTH SIDES) AND WHERE NECESSARY FOR PROPER INSTALLATION OF CABINETRY, FIXTURES, BASEBOARDS, DOOR CASINGS, THRESHOLDS, ETC. ALL MATERIAL TO BE 15 YEAR SILICONIZED ACRYLIC LATEX. 9. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS THROUGHOUT ENTIRE SET OF PLANS. 10. THE ENGINEER BY PREPARATION OF THESE PLANS, DOES NOT ASSUME ANY RESPONSIBILITY FOR THE OBTAINING OF ANY AGENCY OR GOVERMENTAL PERMITS WHICH MAY BE REQUIRED TO FURTHER THIS PLANNED WORK. SUCH RESPONSIBILITY WILL ONLY BE ASSUMED WHEN AUTHORIZED IN WRITING BY THE OWNER, AND ACCEPTED BY THE ARCHITECT. 11. THE CONTRACTOR, OR SUBCONTRACTOR, SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. 12. SHOP DRAWINGS WHERE CALLED FOR ON THESE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. 13. CONTRACTOR SHALL COORDINATE ALL ROOF AND CEILING OPENINGS WIT H ALL OTHER TRADES. 14. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER. 15. IN THE EVENT OF NON -ACCEPTANCE OF THE WORK BY ANY REGULATING AUTHORITY. THE CONTRACTOR SHALL PERFORM THE ADDITIONAL WORK REQUIRED TO BRING THE WORK INTO A CONDITION OF ACCEPTANCE, AND SUCH ADDITIONAL WORK SHALL BE DONE BY THE CONTRACTOR WITHOUT ANY FURTHER COST TO THE OWNER. 16. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FREE FROM DEFECT FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. 17. CORRECTIONS TO ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGES AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. ALL GUARANTEES AND WARRANTIES OF EQUIPMENT OR MATERIALS FURNISHED TO THE CONTRACTOR AND/OR SUBCONTRACTOR BY ANY MANUFACTURER OR SUPPLIER SHALL BE DEEMED TO RUN TO THE BENEFIT OF THE OWNER. PRIOR TO FINAL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEES AND WARRANTIESON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER. 19. THE CONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF ALL GUARANTEE AND WARRANTIES ON EQUIPMENT AND MATERIALS FURNISHED BY ALL MANUFACTURERS AND SUPPLIERS TO THE CONTRACTOR AND ALL ITS SUBCONTRACTORS, WITH DULY EXECUTED INSTRUMENTS PROPERLY ASSIGNING THE GUARANTEES AND WARRANTIES TO THE OWNER 20. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR SEPARATED FROM MASONRY OR CONCRETE WITH ONE LAYER 90# FELT. NOTES: 1- USE NON -SLIP TILE NOTE: WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 AS PER ASTM E-84 OR UL 273. FBCR 302.9 1 0 BURGLARY INTRUSION NOTES 61 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOOKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES -STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES -STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11, VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/a THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS AS PER THE REQ OF F.B.0 2010 ED R702.4.2. FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178 OR C 1278, RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. R307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS. ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND COMPARTMENTS IN SHOWER E SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR 5 0 v 7 CONSTRUCTION NOTES rej BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK, THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT, BACK CHARGES WILL NOT BE ACCEPTED. SHOP DRAWINGS SUBMITTALS FOR ARCHITECT'S REVIEW SHALL BE MADE IN SEPIA OR TRIPLICATE, ALLOWING 10 WORKING DAYS FOR THEIR REVIEW. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CODE IN ITS ENTIRETY AND BUILD. IN ACCORDANCE WITH ALL. PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER, THE BUILDER IS RESPONSIBLE FOR COORDINATING ALL KITCHEN EQUIPMENT'S LOCATION, SIZES AND DIMENSIONS AS TO ENSURE CUSTOM FITTING IN THE FIELD. THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE AND NATIONAL BUILDING CODES AND ORDINANCES. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE SOLE RESPONSIBILITY OF THE SUBCONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSION AND EXISTING CONDITIONS BEFORE STARTING THE WORK. ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS AND WORKING DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. TERMITE PROTECTION of F.PER- TERMITER 320.1 B1816.1.7 TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." E3104.2.6 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER RESISTANT JOBSITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 3104.2.7 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. BUILDING 00 C IBM IN G0 pro OWNER: 06 M ' w M c> O O U 9 IT c x C7 � O rl N JOB TITLE & ADDRESS: 00 M m M O M FT�1 w 0 g x H- wcn rTl Lu = rTl xne two wo ca 0': Z a w € �JNS G e 561 $ • S,\ OP • ,`1�. /)Q FLOR.P S S 011111110 JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: • s a SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: G 1 , 0 1 OF: SHEETS R 4- G' o,l 270 LEOCA N.T.S. MAP SCAL LEVEL 2 NEW ADDITION R23 AREA REMARKS NET LOT AREA 13,000 SQ.FT. REQUIRED PROPOSED REMARKS BUILDING FOOT PRINT 50% 6,500 SQ.FT. 1 2,709.73 SQ.FT. NEW ADDITION 288 SQ.FT. GREEN AREA 25% 3,250 SQ.FT. MIN. 8,291.27 Q.FT. EXISTING STRUCTURE: EXISTING ENCLOSED AREA 2,228.92 SQ.FT. EXISTING CARPORT & PORCH 327.62 SQ.FT. TOTAL EXISTING LOT COVERAGE 2,556.54 SQ.FT. NEW ADDITION: ADDITION (ENCLOSED AREA) 288 SQ.FT. ADDITION COVERED TERRACE — SQ.FT. TOTAL ADDITION AREA 288 SQ.FT. TOTAL PROPOSED FOOT PRINT 2,844.54 SQ.FT. SET BACK: ALLOWED PROPOSED PRINCIPAL FRONT 25,00' 24.70' EXISTING EAST SIDE 10.00' 14.77' EXISTING WEST SIDE 10.00' 36.33' NEW REAR 15.00' 55.92' NEW ELEVATION CROWN OF ROAD: 10.31'(N.G.V.D.) ELEVATION FINISHED FLOOR: 12.05'(N.G.V.D.) NOTE: ELEVATIONS SHOWN ARE BASED ON N.G.V.D. THIS CONSTRUCTION DOCUMENTS COMPLY AND HAVE BEEN PREPARED IN COMPLIANCE WITH THE RESPECTIVE 2010 EDITION OF FBC RESIDENCIAL. F '. II - _ - L J-L Fr. E E- - II -.I L MIAMI SHORES SEC 1 AMD PB 10-70 LOT 14 & 15 BILK 46 LOT SIZE 100.000 X 130 OR 20349-3022 0402 1 COC 22390-1474 06 2004 1 OR 28907-2669 1113 01 GRAND CONCOURSE rf `I ( 80' TOTAL R/W ) 0.10' CL +ems N co CONIC. - 3 DRIVEWAY (1z,2.3' 15.25' 5.4' N 14.77' in CO PORCH 11.2' rn o0 $. 7, , 33.70 L6 r 13.40' 11.90' -n 11.00 F.F. ELEV. = 12.05' X j.0, >- CARPORT ONE STORY r� O b RESIDENCE in F�a co m N # 270 N LLI U + X 0.05' CL O 11.90' EXISTING 3"0 10.96' - SANITARY LINE ON PL LOT 16 BLOCK 46 13.10 13.40' LO in TIE-IN EXISTING 1 45' XISTING SEPTIC TANK. M CAP. 1200 GALLONS. / To REMAIN r 20.40' POOL LL EXISTING DRAIN FIELD FAVRS HEATER (900 SQ.FT.). L U Eco TO REMAIN POOL I PUMP 1 36'4" - - 1I 20' 30' Ln POOL LOT 15 I LOT 14 BLOCK 46 I BLOCK 46 I EXISTING 1 0 WATER LINE 00V I Q' O 6' W/F CpL s� �h 15' CD SITE PLAN oi.oi zoo SCALE: 3/32"=1'—O" 4' C.L.F. "o, 5.00' CL ca cc LOT 13 BLOCK 46 5.00' CL F.I.P. 1 /2" ( NO ID.) E BUILDINV REVie•W APPROVED.. OWNER: M M U w O U � �O C7 � O ~ N Q�' JOB TITLE & �ADDRESS: r h O0 � M Q Ld ^Q O Lu W N m Z U) LU JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, RE ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: Q1 REV#1 03-26-2015: B.D. COMMENTS SCALE: AS SHOWN DRAWN: P D JOB: 270 SHEET: Gl , 02 OF: SHEETS A B I C 2 POOL EQUIPMENTS TO BE REMOVE & RELOCATE AS PER PLAN. (POOL COMPANY MUST PROVIDED SHOP DRAWINGS UNDER SEPARATED. PERMIT IF NEEDED) CU TO BE REMOVE & RELOCATE AS PER PLAN REMOVE BATHROOM FIXTURES. REMOVE NON BEARING I PARTITION WALL REMOVE NON BEARING PARTITION WALL REMOVE BATHROOM FIXTURES. REMOVE NON BEARING PARTITION WALL. I REMOVE DOORS I DEMOLITION NOTES: 3 0 5 r-------I POOL ------- L ----- ----------- EQUIPMENT III II III II III II CU I� I III EXIST. I III__ COVERED TERRACE II I I I EXIST. BATH III I I \ EXIST. MASTER BEDROOM III n IIII I II \ / II EXIST. BEDROOM#2 no EXISTING WOOD DECK AND ROOF TO BE REMOVED EXISTING B" CMU BEARING WALL TO BE REMOVE. ROOF ON THIS AREA SHALL BE SHORED AND SECURE BEFORE PERFORM ANY DEMOLITION WORK. KITCHEN CABINETS TO BE REMOVED II I I I 7 REMOVE 38" OF CBS WALL SEE STRUCTURE FOR REINFORCEMENT. \ I u REMOVE BATHROOM 11 L - \ / — — — _ — — — — — — — IIIJJJ FIXTURES. I�� III I V \ li l\ I \ \ \REF—. II \\ II METER ° SINK �L= —_��—�uv LJMir, 11 I EXIST. EXIST. II FAMILY ROOM fr _ = KITCHEN W IIII\II\III_ � I \IIII \ I I \� II I lrl _� I II ELECTRICAL =1 II l II II PANEL l.. I s A RANGE EXIST. -1— II II ILA ( L= D — — CLOSET Ali IIII\ II\It�— I \IIII \II \III ! L_s______—� — — _--_._ —_ C—� EXIST \ l I \ 1 I V LCWI . _—_- _LL EXISTING BEARING PARTITION WALLS TO BE REMOVE. ROOF ON THIS AREA SHALL BE SHORED ANDOSECURE BEFORE PERFORM ANY DEMOLITION WORK. CONTACT STRUCTURAL ENGINEER AFTER DRYWALL DEMO AND BEFORE REMOVING PARTITION WOOD MEMBER TO VERIFY FIELD CONDITIONS. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED APPROVAL PRIOR TO THE EXECUTION OF ANY DEMOLITION, AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. A SCHEDULE SHALL BE SUBMITTED TO OWNER ALONG WITH THE DEMOLITION BID. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND/OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER, AND/OR LEASING AGENT. THE CONTRACTOR SHALL SUPPLY THE LANDLORD & CLIENT WITH ALL DOCUMENTATION REQUESTED. F THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DUMPSTER AND/OR CHUTE LOCATION WITH LANDLORD PRIOR TO PLACEMENT. THE CONTRACTOR SHALL PROTECT THE ARCADE, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAMAGE DURING DEMOLITION. THE PROJECT AREA SHALL BE MAINTAINED IN A SAFE AND CLEAN CONDITION AT ALL TIMES. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION, COMPLY WITH APPLICABLE REGULATIONS, LAWS AND ORDINANCES RELATIVE. TO REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND OWNER IMMEDIATELY. 1 2 3 EXIST. LIVING ROOM III I' GARAGE I pl rDIWF270 PROPOSED DEMO PLAN 8 111 N 4 SCALE; 1/4"=1'-0" ALL ITEMS OF SALVAGEABLE VALUE AS DETERMINED BY THE CLIENT, LANDLORD, LEASING AGENT AND/OR TENANT SHALL BE CAREFULLY REMOVED, SURFACE CLEANED LABELED, STORED AND TURNED OVER TO THE OWNER AND/OR LANDLORD. RECONNECT ELECTRICAL OUTLETS AFFECTED BY DEMOLITION TO PANELS AS REQUIRED BY NEW LAYOUT. TERMINATE EXPOSED CONNECTIONS PER N.E.C. ANY PLUMBING ENCOUNTERED IN AREA AFFECTED BY DEMOLITION SHALL BE CAPPED TO BUILDING STANDARD. REMOVE EXISTING INTERIOR PARTITIONS AS INDICATED ON THE DEMOLITION PLAN. ALL FIRE PROTECTION DEVICES SUCH AS HORN STROBES, PULL STATIONS, SMOKE DETECTORS FIRE EXTINGUISHERS, HOSE CABINETS ETC. SHALL BE SALVAGED, LABELED AND STORED FOR RE —USE. FIRE ALARM SYSTEM SHALL BE MAINTAINED IN OPERABLE CONDITION. THE CONTRACTOR TO CAREFULLY REMOVE AND STORE ALL DOORS AND FRAMES THAT ARE INDICATED TO BE REMOVED FOR REUSE. VERIFY ALL SWINGS WITH FLOOR PLANS FOR POSSIBLE REUSE OF EXISTING DOORS AND FRAMES TO REMAIN. POWER TO BUILDING SHALL BE MAINTAINED AT ALL TIMES. COORDINATE WITH LANDLORD 72 HOURS PRIOR TO PROPOSED INTERRUPTION. COORDINATE WITH LANDLORD PRIOR TO ANY WORK ON BUILDING SHELL AND ROOF SYSTEM, 4 5 REMOVE ALL WIRING FROM DEMOLISHED RECEPTACLES TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING. * GENERAL CONTRACTOR SHALL WORK WITH THE BUILDING ENGINEER TO DETERMINE WHAT MATERIALS SHALL BE KEPT AND WHAT MATERIALS SHALL BE DISPOSED OF. PARTICULARLY =APPRO\ DOORS AND HARDWARE. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY PROPERLY DISPOSE OF ANY AND ALL MATERIALS NOT BEING KEPT BY THE BUILDIN LEGEND EXISTING TO REMAIN. ALL WINDOWS, DOORS, PARTITIONS, FIXTURES, ETC. ----- REPRESENTED BY A LIGHT DASHED LINE ARE TO BE REMOVED. 6 _�_ 7 8 an k 01 LEI C Di F A\\ 4 �N Po 4 OWNER: 6-' � M 01 O U r� U � W O �+ cV JOB TITLE & ^^A►►D,,��DRESS: `? V 00 M O M M � w 1= c) o Lu w rT� cV w I+I i a I"E zs8 l z /Z o r^ Uti W 0 U UZMq 1 5•CP��QpQ;. • \.. .O Fuo .• 01 JOSS IL 1100J� AN, P.E, ❑ No. 56138 TEL: (786) 338-1082 ❑ RICARDO N. LOPEZ, P.E No. 59400 TEL: (786) 200-8836 REVISIONS: s• • a • e •• ° e ere • SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: Dl 01 OF: SHEETS TOP OF EXIST. RIDGE NGVD. 23.92' Y EL. + 11'-5" TOP OF EXIST. TIE -BEAM NGVD. 20.75' EL. + 8'-3" Lo FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" FINISH GRADE NGVD. 9.58' EL. - 2'-0" I i� TO BE REMOVE. TOP OF EXIST. RIDGE NGVD. - - 22.38' EL. + 10'-4" I TOP OF EXIST. TIE -BEAM NGVD. 19.38' EL. + 7'-4" - d I c I WINDOWS TO BE REMOVE. TT�LI LI I .I L 11 J I .I �LI nllllll IL JI IL JI El r r� � Ir rl Ir �I IIIIIIIII k—L—I I.. f � F_ I �LI NIIIIIV Ir �I Ir 71 L J— - I� J L JI IIIIIIII L I I I I `' 1 L IIIIIIII IL J L JI ��r��r�� r-II :. Irr � I ;: IJJ I I- I rrl „ Irr JL= JL J IL J %' I� �I IIIIIIIII F-LI L.�j I I I,;:I �LI IIIIIIIII I� �I %' CIJ I J IIIIIIII LJL-=JL=J IIIIIIII ,' I II ::.:I CI IIIIIIII L J •1 El -- I: - mono REMOVE DECORATIVE STONE ONLY. STRUCTURAL MEMBER TO REMAIN REMOVE DECORATIVE STONE. STUCCO TO MATCH EXISTING EXISTING FRONT ELEVATION SCALE: 1 /4"=1'-0" WINDOWS TO BE REMOVE. I DOOR TO BE REMOVE. (TYP) I — _— - - — =�TA"h' Irr� 7-1_71-I7.�Fr"ll IL n I rr //ii� rr r r I III II �/ /i I r IL-i////AIL JI I I I I I I I I I, / I / L JL J I I I Irrl Irrl I I I I I I 1�1 I""I LL-1J �j/ j/�LI-JJ 7 I f I ✓//// 7TTTTT�TT�� /7J/ /1/77 T I o /'�`4L777 FINISH FLOOR ELEVATION ✓�////� / / / / / / / / / / / / / / / / / / / / / / /� / / // / / %/// //,I /' %// NGL% ..+0'-0" _ V%j%j� // I / �j�%//� %%� - - - - - (/ 1111 L L L L --/11111 L -- -- -L1 L !11 J1Ltllcl4 - _ _ <LcC/1�1/J FINISH FLOOR ELEVATION - (,' j/ j j A I AT GARAGE - _AAW-_i�i1/ I -`� r - - - - - - -`� i'�i'�i'�i��i�i`�i✓i��i'�i'�i'�i'�i��i'�i'i'�i��i��i��i'�i`�i'i'�i'�i'i��i✓i'�i'�i�i'�i'�i��i��i�i'�i✓i��i��i'ii'�i��i�i��i��i'�i'�i`ii'e���i��i��i��i��i��i��i��i'�i��i'iNR iiii ��i✓i�i`�i'O'ii✓i�i�i'�i' EXISTING REAR ELEVATION SCALE: 1/4"=1'-O" L r a n V 2 3 :I 5 7 ■ I DI EI FI TOP OF EXIST. RIDGE NGVD. 24.58' Y EL. + 12'-1" TOP OF EXIST. TIE —BEAM NGVD. 20.75' EL. + 8'-3" FINISH FLOOR ELEVATION NGVD. 12_50, EL. + 0'-0" FINISH GRADE NGVD. 9.58' EL. - 2'-0" WINDOWS TO BE REMOVE. EXISTING WOOD DECK AND ROOF TO BE REMOVED REMOVE DECORATIVE WOOD PANELS (TYP) fr��Er r-� FF-I�=1� IL IL_ JI IL JI IL_ -iI IL- JI �L J� jr�I rr-7I jr�I Ir�l EEEjr� IF- -7I F- �I IE- -7I LL JJJ JL 0 ijF + �ff �J LL_JL_J1 11 JJ LL JL JJ NHL-JL-JL-iffEl EXISTING LEFT ELEVATION SCALE: 1/4"=1'—O" WINDOWS TO BE REMOVE. (TYP) TOP OF EXIST. RIDGE _ -- -- --_ - - -- NGVD. 23.92' IF EL. + 11'-5" TOP OF EXIST. TIE -BEAM NGVD. 20.75' EL. + 8'-3"- rF- ILIIIIIIII JI jr111IIiir rI Millis= --JI LLJIIIIIIL J IIIIIIIII Illlllln FINISH FLOOR ELEVATION - -I NGVD. 12.50' EL. + 0'-0" N FINISD. H GRADE NGV9.58' EL. - 2'-0" 1 2 REMOVE DECORATIVE STONE ONLY.I STRUCTURAL MEMBER TO REMAIN EXISTING RIGHT ELEVATION SCALE: 1 /4"=1'—O" 3 4 5 6 EXISTING WOOD DECK AND ROOF TO BE REMOVED 7 E•7 IA iB C D I IF OWNER: 06 M O ►� O " o a w U� � W o� I --I N t-� JOB TITLE & ADDRESS: ` 00 M v R j w N w U) ✓ � � Z G c/) •.°\GENSE � 5613a /J/✓pf N\\\ JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E. ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: SCALE: AS SHOWN DRAWN: LU JOB: 270 SHEET: Dl 03 OF: SHEETS EXISTING RESIDENCE PROPOSED ADDITION POOL EQUIPMENT 0" - " 2a -5 15'-11 3'-9" -7 0 7" 7„ 15'-2" 3 -L. 1 5-2 BLOCK NDOW SAFETY GLASS A2.01 C O Q 28'-1" - 7 -- 7 - 7" - - -1" 8- 1„ SAFETY GLASS CAT II CAT II EGRESS m: EXIST. 3 MASTER BEDROOM i h PROPO —1„ THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC-RESIDENTIAL 2010 EDITION. 0 10 DINING AREA 9 l B'T�EAKFASDT O 1 1A (V N N Z F.F.E. NGV� F.F.E. 6,_2„ 4'-4„ 2, 0„ o NGVY D. 12.05' EL. +0'-0" EL. +0'-0" 0 V 1 m� TV _ I� 10 CLOSET in CLOSET CLOSET �3 Y� U� I m� O I 7 c — N —Tn w TV ( N cD D EXIST. a BEDROOM#2 N Q Q9'-2" 1 S-2„ - � Ill 4„ 4„ O 4 NOTE: ALL WINDOWS AND GLASS DOORS TO BE SINGLE PANEL TINTED WITH A TINT DEFAULT OF SHGC. = 0.56 & U FACTOR = 0.86 ARCHITECTURAL GENERAL NOTES A. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F.B.C. R311.4.4 B. WINDOW BOTTOM OF OPENING MUST BE A MAXIMUM OF 44", THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24" AND THE NET CLEAR OPENING WIDTH SHALL BE 20" AS PER FBC R310.1, R310.1.2, R310.1.3, R310.4 R311,4. C. SHOWER/BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER-RESISTANT MATERIALS TO HEIGHT OF NOT LESS THAN 72 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN AS PER FBC R307.2 D. ALL WOOD MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED GROUND ARE TO BE PRESSURE - TREATED. FBC R319.1 AND R319.1.1 OPANTRY OL MICRO Of N W COLUMN c NEW COLUMN WAVE OL Ln / I O--- ---- _-- NEW STEEL BEAM- ---- -- - _--- ---- --- N W STEEL BEAM, L -zz -- -- -- co — — oz co MASTERBATHEXIST. EXIST. m� --- ------------- roaEr 11 - KITCHEN --- ---- - ----- oo AMILY ROOM � N a TV COOKTOP (� O rn SINK HOOD I- T IL— SHOWER I— L _W] CLOSET/ L —J 7. „ AV ROOM I 7.5" - NEW STEEL BEAM _--- ----- --__1, NEW, STEEL -BEAM EXIST, STEPS O — NEW COLUMN Ln — NEW COLUMN TO REMAIN NEW 22"x36" ATTIC ACCESS FBC 2010 R807.1 EXIST. CAR PORCH 12 k F_.F.E� NGVY D. 10.00' EL.-1'-7„ EXIST. N, LIVING ROOM 0 z FORMAL &1 6'-3" 2'-6" I 4'-0" 5" 5" TV EXIST. BEDROOM#1 N © N Ln O_ w 0 O A,.O, 270 PROPOSED FLOOR PLAN v1 SCALE: 1 /4"=1'-0" F.F.E Y NGVD. 12.05' EL. +0'-0" \ J O 7.5" O 1 7.5 7.5 u Ml DINING AREA Ill 7 R702.4.2. FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED i GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C I 1325, C 1178 OR C 1278, RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. R307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR NOTES: 1- USE NON -SLIP TILE NOTE: WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 AS PER ASTM E-84 OR ILL 273. FBCR 302.9 GLASS NOTE AS PER SEC. 2406 F.B.C. 2010 DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQ FT (0.84 M"2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS. SAFEGUARDS. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER TO TUB ENCLOSURES; INCLUDING ANY GLAZING WITHIN 60 INCHES (1.5 M) OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH IN 2406.4 FOR CATEGORY II GLAZING PRODUCTS. GENERAL NOTES: 1.-WORKS PERFORMED SHALL COMPLY WITH THE FOLLOWING A) ALL NOTES WRITTEN ON ALL SHEETS AND / OR PLANS OF THE PRESENT PROJECT. B) ALL APPLICABLE LOCAL, COUNTY OR STATE ORDINANCE. 2.- ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 3.- IT SHALL BE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY WITH THE ENGINEER IN WRITING ANY OMISSIONS OR DISCREPANCIES ARISING FROM THE INFORMATION CONTAINED WITHIN THESE SPECIFICATIONS AND DRAWINGS. 4.- CONTRACTOR AND SUBCONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING SITE CONDITIONS AND VERIFY THE LOCATION AND AVAILABILITY OF ALL UTILITIES PRIOR TO SUBMITTING BID. 5.- CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE FORMWORK. 6.- IF ANY DISCREPANCIES ARE FOUND, STOP WORKING AND CONTACT THE OWNER & THE ENGINEER BEFORE PROCEED WITH ANY WORK. TERMITE PROTECTIONAs PER OF F.B.CR20109 R 320.1 B1816.1.7 TERMITE PROTECTION. ALL BUILDINGS SHALL HAVE PRE —CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE —CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." B104.2.6 CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES. A WEATHER RESISTANT JOBSITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. B104.2.7 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. CONSTRUCTION DOCUMENTS SHOULD COMPLY WITH THE REQUIREMENTS OF CHAPTER 8-10 THE MIAMI-DADE COUNTY CODE AND CHAPTER 1 OF FBC ZN\� WALL LEGEND TYPE SECTION DESCRIPTION REMARKS �1 EXISTING PARTITION TO REMAIN. __.___ 2 NEW NON BEARING PARTITION WALL. SEE DETAIL 2 ON A4.01 u EXISTING. 8" CBS WALL TO REMAIN141 NEW 8" C.M,U., SEE STRUCTURE FOR REINFORCEMENT. a SEE SECTION 1 OP,P?A2 -- -7 i 1I F IF ' .NaL 6� 4� OWNER: 06 O O U O N JOB TITLE & ADDRESS: 00 V m ZZ M O Z �M F•� rTl O W U 1�1 Ld MM w W = Wcn a:� h z 3� Zo w E a m z w N V 0; JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 ❑ RICARDO N. LOPEZ, P.E No. 59400 TEL: (786) 200-8836 REVISIONS`. 03-26-2015: Q1REV#1 B.D. COMMENTS SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: Al 01 OF: SHEETS E E a Cl I: I E 141 AL co, ------------------------------------ ----------------- _.....--...-_..--------..-_.---- ...___-..-_.._W.- --- - -----...--,...------------ ----� II I x it d a I tIt ii } '+ uu]NIlNVVUJ VtI141 Z)IML N (TYP) p7zEXISTING ROOF TO REMAIN PROPOSED FLAT ROOF 290 SQ.FT. TYPICAL PITCH TO BE DONE BY ROOF COMPANY USING ACFOAM-II. PROPOSED ROOF PLAN SCALE: 1 /4"=1 '— O" 4" CONTINUOUS VENT SCREEN (NP) 1 7 Ile sd, 5v,. 43 E E OWNER: 06 M M O U O JOB TITLE & ADDRESS: V 00 M O � cn M H W 0 w �o � LdLd r� rT1 IS W N V) W !sl JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: QREV#1 03-26-2015: B.D. COMMENTS SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: Al 02 OF: SHEETS 1 2 3 il 5 L 7 0 A• 10 C E F TOP OF EXIST. RIDGE NGVD. 23.92' EL. + 11'-5" TOP OF EXIST. TIE -BEAM NGVD. 20.75' EL. + 8'-3" FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" / FINISH GRADE / NGVD. 9.58' EL. - 2'-0" TOP OF EXIST. RIDGE NGVD. 22.38' V EL. + 10'-4" TOP OF EXIST. TIE -BEAM NGVD. 19.38' EL. + 7'-4" I C r FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" \ _ FINISH FLOOR ELEVATION AT GARAGE NGVD. 0.07' EL. - 1'-6" / FINISH GRADE / NGVD. 9.58' EL. - 2'-0" ALUMINUM CASEMENT WINDOWS (TYP) pos 12 4F PROPOSED FRONT ELEVATION (A) SCALE: 1 /4"=1'-O" 12 4 F- O STUCCO ON BLOCK & PAINT TO MATCH EXISTING HOUSE AT CAR PORCH NGVD. 10.00' EL. - 1'-7" PROPOSED REAR ELEVATION (C) SCALE: 1 /4"=1'-O" XOX 2 1 3 4 ON O �■Itl■■� ►ig 5 STUCCO ON BLOCK & PAINT I TO MATCH EXISTING HOUSE WHITE FLAT TILE ROOF (TYP) WHITE FLAT TILE ROOF (TYP) 0 ►i� EXISTING GARAGE DOOR TO REMAIN El FID 0 El 11 FIE] D 17ME]F] m NOTES: 1. ALL WINDOWS TO BE CASEMENT TYPE, WHITE FRAME. 2. HOUSE COLOR: BY OWNER BANDS, TRIMS, AND SILLS COLOR: BY OWNER BASE COLOR: BY OWNER NOTE: COORDINATE ALL MASONRY OPENINGS FOR WINDOWS & DOORS WITH WINDOWS & DOOR MANUFACTURER PRIOR TO TIE BEAM AND BLOCK ERECTION. 7 0 AI an DI EI FI 2 I 0 5 0 7 0 A' L� s C I, C F TOP OF EXIST, RIDGE NGVD. 24.58' EL. + 12'-1" TOP OF EXIST. TIE -BEAM NGVD, 20.75' EL. + 8'-3" FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" FINISH NGVD. 9.58' EL. - 2'-0" TOP OL EXIST. RIDGE NGVD. 23.92' EL. + 11'-5" TOP OF EXIST. TIE -BEAM NGVD. 20O 75' EL. + 8'-3" Ll FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" / FINISH GRADE / NGVD. 9:58' EL. - 2'-0" x— 12 4 r STUCCO ON BLOCK & PAINT TO MATCH EXISTING HOUSE V ID O WHITE FLAT TILE. ROOF (NP) 0 0 .. ►ice [►�� ►�'�. �•]. •_� ►it _ ''%/��/•%'%/%/�%/�%/'%/�%/✓/'%/'%%'%/'%/��'' �j�%%,,js/�%/%/o%j,�j��j,;,j� j,/j,%/%��%%%%y/`7j-%/`��l/-�j��j�%,%j��-%//,i�%,'yI`%/'%'•%/•%/•%•7/%/•%%•%/•%/•%'•%/`%/•%/•%/y/•%%•%%•%%�%/`%/•%/•%/•%/✓/y//`. PROPOSED ADDITION PROPOSED LEFT ELEVATION (D) SCALE: 1 /4"=1'-O" WHITE FLAT PROPOSED RIGHT ELEVATION (B) SCALE: 1/4"=1'-O" NOTES: 1. ALL WINDOWS TO BE CASEMENT TYPE, WHITE FRAME, 2. HOUSE COLOR: BY OWNER BANDS, TRIMS, AND SILLS COLOR: BY OWNER BASE COLOR: BY OWNER NOTE: COORDINATE ALL MASONRY OPENINGS FOR WINDOWS & DOORS WITH WINDOWS & DOOR MANUFACTURER PRIOR TO TIE BEAM AND BLOCK ERECTION. 0 0 11 E F OWNER: v� GO M M M O Q O a w U � x Eon O ~ N Q CH�II JOB TITLE & ADDRESS: oc OM H W ow ~ Q^ U Li I— wLi fTl Fyi N } CD Z U_ W 0 9 ST l �L.1�6U,�AN, P.E. °$1,38' TEL':I 786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: m m m momc� m . a um•-m•m ma ma m mmmmmm m m mamm maammm mmm..• • .m mm mm m.mm ••mmmm m m • a HOmmm• m a a a m a m• o m •m• a m SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: A2mO2 mW�W.,o mm•mg. m•aamm • m mmmmo m m •Om••m a •m•mm• 2 3 4 5 6 7 OF: SHEETS Ell 2 TOP OF EXIST. RIDGE NGVD. 23.92' EL. + 23'-0" TOP OF EXIST. TIE —BEAM Lo NGVD. 20.75 EL. + 8'-3" I i� M I 00 FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0" \ FINISH GRADE �j NGVD. 9.58' EL. — 2'-0" SCALE: 1 /4"=1'-O" SECTION 2 SCALE: 1 /4"=1'-O" 3 BEDROOM#2 3 CLOSET 4 5 EXISTING RESIDENCE PROPOSED ADDITION CAR PORCH [E TYPICAL SECTION :TAIL 1 ON SHEET A3.01 GARAGE a Im C FINISH FLOOR ELEVATION AT GARAGE _ NGVD. 10.07' EL. — 1'-6" E 66 8 F OWNER: M M T^ M U � tJ � x O t` N Q' JOB TITLE & ADDRESS: Z ao M O "M M � 0 O ~ W N w w ,•/ = W Isi ', z ,i j, iuooiin Q3.��.. "- cs 61 a� in Z LU 1S GU�A-��ii o_ 138 ' '22 ®'. STATE OF i '��'• FL DMOP••' \ •. JOSE l� � GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: SCALE: AS SHOWN DRAWN: p JOB: 270 SHEET: A3,01 OF: SHEETS eseee• Y e ae ue e e eeeee e y 2�I FjI - - - J EXISTING WOOD CEILING TO REMAIN CEILING 3-5/8" TOP RUNNER METAL (20 GA.) SECURED TO WOOD CEILING W/ 1 1/2" WOOD SCREWS SCREWS AT 24" O.C. (TYP.) _5/8" DRYWALL ON WD. FURRING (SEE TYPICAL 2 X 6 WD. BACKING SECTION) FOR CAB. BACKIING --- / FIRE BLOCKING TO BE PLACED - WALL CABINET ® 96" A.F.F IF SMALLER PLACE SMOOTH MIDDLE OF PARTITION STUCCO ONE 5/8" SHEETROCK AT RIGHT ANGLES OR SCHEDULED_ FINISH - PARALLEL TO EACH SIDE OF 3 5/8" METAL INSULATION X 6 WD. BACKING AT STUDS ®16" O.C. (20GA) WITH 1 1/4" TYPE S r2 BOT� OF WALL CABINET AND DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AWALL HUNG PLUMBING _-- COUNTERTOP AND 12" O.C. TO TOP AND BOTTOM RUNNERS CONC. TIE BEAM_..,, FIXTURES AND INTERMEDIATE STUDS. STAGGER ALL (SEE STR.UCT. VERTICAL AND HORIZONTAL JOINTS 24" DWG'S) (USE CERAMIC TILE ON 5/8" DUROCK IN WET AREAS) SCHEDULED WINDOWS -_ ---- SEALANT 2"X 6" PT. STUDS TO BE ATTACHED TO METAL STUDS INTERIOR PARTITION 3-5/8" EACH SIDE W/ SCREWS FOR VANITY INTERIOR EXTERIOR METAL STUDS MIN 20 GA AT INSTALLATION ONLY 16" O.0 (TYP) PER FBC 2010 R.4411.4.5.1.1 3-5/8" BOTTOM CHANNEL METAL (20 GA.) 34"A.F.F SECURED TO WOOD FLOORING W/ 1 1/2" WOOD SCREWS SCREWS AT 24" O.C. (TYP.) NOTE: A MINIMUM 2" X 4' HORIZONTAL WOOD MEMBER, BASE TO BE SPEC BY OWNER SECURELY FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT -FINISHED FLOOR OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET AS PER F.B.0 2010 ED. WOOD BACKING DETAIL NON —RATED PARTITION DETAIL PRE CAST WINDOWS LINTEL ANCHOR DETAIL 2 3 N.T.S. N.T.S. N.T.S. SMOOTH STUCCO EXT. FINISH - 3/4° WD. SCHEDULED DRYWALL ON WD. /' NAILER WINDOWS - FURRING (SEE INTERIOR TYPICAL SECTION) DRYWALL ON WD. - MOLDING FURRING (SEE 2x6 P.T. WOOD (CUT -- TYPICAL SECTION) �°® WOOD BLOCKING----, -__ CONC. TIE BEAM. TO 4-1/2') SEE STRUCTURAL W/3-1/2"X 1/4 ti DRAWINGS TAPCONS AT 4" OF EDGES & IN THE,: '-DOOR FRAME 5/8"DRYWALL ON WD MIDDLE (MAX. DIST. CONC. COL. OR CMU (SEE FURRING TYPICAL NG (SEESECTION) i'-4" O.C.) - STRUCTURAL MOLDING DRAWINGS) SCHEDULED -SMOOTH STUCCO 3/4" % � INSULATION FINISH. DRIP 2 X P.T. WOOD •, WOOD DOOR W/3-\" x 1/4" METAL DOOR --CMU WALL TAPCONS @ BOTTOM AT 8" O.C. EXTERIOR INTERIOR W/ BACKER INTERIOR EXTERIOR ROD CONT. SMOOTH STUCCO SEALANT NOTE: EXT. FINISH FOR SLIDING GLASS DOORS JAMB AND EXTERIOR HEADER USE 1X4 P.T. WD. ATTACHED W/ 1-1/2 TAPCONS ® 16" O.C. (TYP.) 4 DOOR HEAD DETAIL 5 EXTERIOR WOOD DOOR BUCK DETAIL (MASONRY) WINDOW SILL 8c ANCHOR DETAIL 6 N.T.S. N.T.S, N.T.S. 2 x 6 STUDS 8" C.M.U. WALL R N1�w /J u\l91NG oKt 6 \" DRYWALL \" DRYWALL GYPSUM WALLBOARD -' _ —�, WOOD CASING �gV6 O� 2 x 4 WD. BACKING 1 x 4 WD. P.T. BACKING J WOOD STUD -SIZE VARIES ROOF AT 33\" ABOVE AT 33\" ABOVE FINISH FLOOR FINISH FLOORMET N STUD -SIZE VARIES 2 X 4 RABITTED JAMB - TRUSSES I a (4) SM SCREWS TO a (2) #10 FINISH NAIL 18" C/C '. WOOAL D STUD MIN. 1 EMBED INTO STUD -� GYPSUM WALLBOARD = � WOOD CASING ACCESS 6" AT LATCHES 33\" ABOVE 33\" ABOVE FINISH FLOOR FINISH FLOOR 7 BATHROOM BACKING DETAIL 8 INTERIOR WOOD DOOR JAMB DETAIL (FRAME) ATTIC ACCESS DETAIL g N.T.S. N.T.S. N.T.S. — — t 6 I I Ic 4x OWNER: M � M M O O � U O L` N JOB TITLE & ��ADDRESS: "V 00 M O � � M m U "C7 QOE � O W N SCALE: AS SHOWN DRAWN: La JD E JOB: 270 SHEET: A4,01 OF: SHEETS o�o��� Sa 61 OWNER: 06 ch M ' ^ M (Jo1 O �1 v 0w o U �un o� N e� JOB TITLE & ADDRESS: 00 Z M M O �M 0 w ►—� w U Ld ~ O Ld w N w 2 fTl F7�I N C) z we E Z/� /^ Ll W OCENSt- No. 56138 -P, / JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: s • ° aw••f• s•H s•aw a • • • s SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: A4,01 OF: SHEETS •••fff • f e••es CAMERA A-28 UE AON ON ET A-9 A-15 A-15 D A-15 N A-28 ET9, TV - N I! IN 1 7-A-15 F ET 16 NA-24 A-24 N P RUN 3/4" EMPTY CONDUIT TO CEILING SPACE AND TERMINATE I E WITH BUSHING AND 90' TURN (TYPICAL FOR ALL PHONE OUTLETS) 1! A-24 / - A 24 RUN 3/4" EMPTY CONDUIT TO 9ET CEILING SPACE AND TERMINATE WITH BUSHING AND 90' TURN (TYPICAL FOR ALL TV OUTLETS) I'A�22 `r A-15 T F� A-15 A-2 N A-24 DDN N A-22 38 1 f&N N A-22 A-9 N= N N A-22 tA-22 N 3E 230WP „ NA-9 A-2,4 I A-22 IN i 6p1,3 ET A A-9 A-9/ 2 50 :N N N N N N N A-9 N -\ A-9 ,~ __N ET E A-26 ET A-26 O ET CCTV CAMERA PROPOSED ELECTRICAL PLAN SCALE: 1 /4"=1 "-0" A-9 A-34 D N 16 _ N-1 N A-11 A-9 "'N A-13 -N A-30 N A-13 J N LEGEND E = EXISTING TO REMAIN ET = EXISTING RECEPTACLE TO BE REPLACED WITH NEW 20A, 120V UL LISTED TAMPER RESISTANCE RECEPTACLE. N = NEW 20 N A-18 �, -L- A-18 SMOKE DETECTOR NOTES: 1. SMOKE DETECTOR SHALL BE INTERCONNECTED AND W/BATTERY BACK-UP 2. ALL SMOKE DETECTORS SHALL BE LOCATED MIN. 36" FROM ANY A/C SUPPLY GRILLE 3. CONNECT SMOKE DETECTORS AHEAD OF ANY LOCAL SWITCHING CCTV CAMERA k 7 4 O Ncl� 10 �y. OWNER: M M O O �w o U o� N Q' H—I JOB TITLE & ADDRESS: r� m V M M QQ 7� ui w W N¢ w W +aa m owl 1 ,a, r 2. r m x. U; a° Z o' C9 W a `0\ e`��i '•DENSE°�°•.:$�i p. 56138 •°. � Lu ;D • '•. Siff' E�� "/J/�, y��,/ /�/11/11111�1•\\ JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: • e ec_.. • • • •Bu• •• a a a a • • s •s SCALE: AS SHOWN DRAWN: p JOB: 270 SHEET: El 01 OF: SHEETS EXISTING PANEL SCHEDULE "A" TYPE MAINS 2P-200A MCB MOUNTING : SURFACE 10,000 A.I.C. BUS RATING 200 AMP LOCATION : GARAGE VOLTAGE 120/24OV-1PHASE-3WIRE DESCRIPTION WIRE & COND. SIZE LOAD (V.A.) OLE TRIP CKT. No. A B CKT. No. POL TRIP LOAD (V.A.) WIRE & COND. SIZE DESCRIPTION AHU 0-3/4" 9500 2 50 1 2 2 30 3250 #10-1/2" Cu 3 4 RANGE #6-3/4" 8000 2 50 5 6 %70 15000 #4-1" INSTANT WH 7 8 FAMILY & LIVING LTS. #14-1/2" (1) 1 15 9 10 2 20 2500 #12-1/2" WATER PUMP FAMILY REC. #14-1/2" (1) 1 15 11 12 KITCHEN & DINING LTS #12-1/2" (1) 13 14 2MASTER 20DISHWASHER 2500 #12-1/2" SWIMMING POOL LTS. #14-1/2" (1) 15 16 #12-1/2" 1200 17 18 1 15 200 #14-1/2" GARAGE LTS. DISPOSAL #12-1/2" 1200 $120 19 20 1 151500 #14-1/2" DINING ROOM POOL LTS #14-1/2" 200 21 22 1 15 (1) #14-1/2" BED#1 & #2 LTS WASHER #12-1/2" 1200 23 24 1 15 (1) #14-1/2" BED#2 REC. REFRIGERATOR #12-1/2" 1200 1 20 25 26 1 15 (1) #14-1/2" BED#1 REC. MICROWAVE #12-1/2" 1200 1 20 27 28 1 15 (1) #14-1/2" MASTER BED JACUZZI #14-1/2" 200 1 15 29 30 1 20 1500 #12-1/2" SMALL APE GARAGE DOOR #14-1/2" 1200 1 15 31 32 1 20 1500 #12-1/2" SMALL APP DRYER #10-1/2" 5500 25 30 33 34 1 20 200 #12-1/2" EXTERIOR LTS 35 36 SPACE 37 38 1 20 (1) #12-1/2" MASTER BATH GFI SPACE 39 40 :FMAD CALCULATION PANEL 'A' APARTMENT S.F. = 2235 S.F. AT 3 VA/S.F. = 6705 VA TOTAL GENERAL LOAD =53425 VA FIRST 10000 VA AT 100% = 10000 VA REMAINDER AT 40% = 17370 VA TOTAL DEMAND LOAD = 36870 VA C LOAD AT 100% = 9500 VA TOTAL DEMAND AMPS = 1432 AMPS PER PHASE (1)='LIGHTINGL AOL AO D�AT3VAPER�S�Q R * = PROVIDE NEW AFCI TYPE BREAKER 1 ** = PROVIDE NEW GFCI TYPE BREAKER NOTE: 1. ELECTRICAL CONTRACTOR SHALL MODIFY EXISTING ELECTRICAL PANEL TO MATCH THIS SCHEDULE. 2. ALL BRANCH CIRCUIT CABLE SHALL COMPLY WITH NEC REQUIREMENTS TABLE 310.16 O EXISTING METER FIELD VERIFY MINIMUM TO BE 3 # 2/0 THWN CU IN 2"C EXISTING PNL 'A' FIELD VERIFY MINIMUM TO BE 3#2/0 THWN-Cu IN 2" CONDUIT FIELD VERIFY MINIMUM TO BE 1 # 4G THWN CU FIN. GRADE FIELD VERIFY MINIMUM TO BE (2) -5/8" x 10'-0" GROUND ROD - SPACED @ 6'-0" MIN. AND BOND ESA PIP AND TO THE BUILDING STEEL 1 RISER DIAGRAM N.T.S. LEGEND OF SYMBOLS SYMBOL DESCRIPTION {� INCANDESCENT OR FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED. 1-0 INCANDESCENT, FLUORESCENT OR H.I.D. LIGHT FIXTURE, WALL MOUNTED ABOVE MIRROR OR 8'-0" A.F.F., UNLESS OTHERWISE INDICATED. FLUORESCENT OR H.I.D. LIGHT FIXTURE, CEILING MOUNTED ENERGY EFFICIENT AND SEALED/AIR TIGHT TO PREVENT LEAKAGE FROM CONDITIONATED TO UNCONDITIONATED AREAS. SINGLE POLE LIGHT SWITCH, QUIET —TYPE, 120 VOLTS, 20 AMPS, FOR OUTDOOR AND DISPOSAL CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. THREE—WAY LIGHT SWITCH, QUIET —TYPE 120 VOLTS, 20 AMPS FOR OUTDOOR 3 CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. FOUR—WAY LIGHT SWITCH, QUIET —TYPE 120 VOLTS, 20 AMPS FOR OUTDOOR 4 CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. DUPLEX RECEPTACLE OUTLET, 125 VOLTS, 3—WIRE, GROUNDING TYPE, 20 AMPS FOR APPLIANCES CKTS., 15 AMPS ELSEWHERE. INSTALL 18" A.F.F. UNLESS OTHERWISE INDICATED. DUPLEX RECEPTACLE OUTLET, 125 VOLTS, 3—WIRE, GROUNDING TYPE, 20 AMPS FOR APPLIANCES CKTS., 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. UNLESS OTHERWISE INDICATED. SINGLE RECEPTACLE OUTLET, 125 VOLTS, 3—WIRE, GROUNDING TYPE, 20 AMPS, INSTALL 18" A.F.F. UNLESS OTHERWISE INDICATED. O SPECIAL RECEPTACLE OUTLET, 250 VOLTS, SINGLE PHASE, 4—WIRE, GROUNDING TYPE, AMPS AS SHOWN. INSTALL 18" A.F.F. UNLESS OTHERWISE INDICATED. DUPLEX RECEPTACLE, 20A, 120V UL LISTED TAMPER RESISTENCE, WALL MOUNTED AT 18" A.F.F. DUPLEX RECEPTACLE, 20A, 120V UL LISTED TAMPER RESISTENCE, WALL MOUNTED AT 48" A.F.F. 260 DISCONNECT SWITCH. 2 = POLE, 60 = FRAME, 40 = FUSE E.C. EMPTY CONDUIT. A.F.F ABOVE FINISHED FLOOR. W.P. WEATHER RESISTANT. G.F.I. GROUND FAULT INTERRUPTER. AFCI ARC FAULT CIRCUIT INTERRUPTER V.P. VAPOR PROOF. C. CONDUIT CONDUIT RUN CONCEALED IN CEILING OR WALL. CONDUIT RUN UNDERGROUND OR IN FLOOR SLAB. Y^^^ FLEXIBLE CONDUIT. HOME —RUN TO ELECTRIC PANEL. HATCH MARKS INDICATE NUMBER OF WIRES. /— DENOTES GROUND WIRE. DETECTOR, CEILING MOUNTED, 120 VOLTS WITH VISIBLE POWER "ON" OSMOKE D INDICATOR, TEST BUTTON AND SELF—CONTAINED, SOUNDING DEVICE (MIN. RATING 85 DBA AT 10'-0") AND WITH BATTERY BACK—UP. ELECTRICAL PANEL. TV CAMERA O SPEAKER. RUN AUDIO CABLE IN CEILING SPACE TO AUDIO CLOSET (COORDINATE WITH OWNER/ARCH FOR EXACT LOCATION) ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES, AND ORDINANCES IN EFFECT AT THIS LOCATION. 2. ALL MATERIAL SHALL BE NEW AND SHALL BEAR UNDERWRITER'S AND UNION LABELS, WHERE APPLICABLE. 3. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNER'S REPRESENTATIVE AND/OR ARCHITECT. 4. RACEWAYS INSTALLED UNDERGROUND, IN CONCRETE SLABS, AND/OR LARGER THAN 2 INCHES IN DIAMETER SHALL BE GALVANIZED RIGID STEEL. PVC PIPE SCHEDULE 40 IS ACCEPTABLE FOR UNDERGROUND INSTALLATION ONLY IF APPROVED BY LOCAL AUTHORITIES. RACEWAY 2 INCHES AND SMALLER IN DIAMETER SHALL BE I.M.C. IF EXPOSED TO WEATHER, E.M.T. ELSEWHERE. FLEXIBLE CONDUIT USED WHERE INDICATED SHALL BE METAL FOR INDOOR LOCATIONS, LIQUID —TIGHT FOR OUTDOOR LOCATIONS. USE STEEL COMPRESSION TYPE FITTING. 5. RACEWAYS INSTALLED IN OR THRU ANY CONCRETE SLABS SHALL BE SPACED A MINIMUM OF 3 DIA. OF THE LARGEST RACEWAY. METALLIC RACEWAYS INSTALLED UNDERGROUND OR UNDER SLABS SHALL BE COATED WITH TWO COATS OF AN ASPHALTIC PAINT. 6. OUTLETS SHALL BE FLUSHED WITH FINISHED SURFACES. TWO OR MORE LIGHT SWITCHES IN SAME WALL SHALL BE INSTALLED IN GANG —TYPE BOXES. 7. JUNCTION BOXES SHALL BE GALVANIZED STEEL WITH SCREW OR HINGED COVERS FOR INDOOR LOCATIONS AND WEATHER—PROOF WHERE EXPOSED TO WEATHER. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. B. ELECTRICAL CONTRACTOR SHALL PERFORM ALL NECESSARY WORK FOR A COMPLETE ELECTRICAL INSTALLATION AND SHALL PROVIDE ALL NECESSARY INSTRUMENTS AND SPECIAL APPARATUS TO CONDUCT ANY TEST THAT MAY BE REQUIRED TO INSURE THE SYSTEM IS FREE OF ALL IMPROPER GROUNDS AND SHORT CIRCUITS, AND THAT ALL FEEDERS ARE PROPERLY BALANCED. 9. ALL GROUND CONNECTIONS TO BE DONE AS PER LATEST EDITION OF NATIONAL ELECTRICAL CODE. 10. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING. 11. CORRECTIONS OF ANY DEFECTS SHALL BE COMPLETED WITHOUT CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 12. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING; AND ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 13. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECT FOR A PERIOD NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. 14. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING HIS BID IN ORDER THAT HE MAY BECOME AWARE OF EXISTING CONDITIONS. NO ALLOWANCES WILL BE MADE FOR ANY EXISTING CONDITIONS OF WHICH THIS CONTRACTOR WAS NOT AWARE. 15. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER, TELEPHONE AND CABLE T.V. UTILITIES. 16. WIRING DEVICES SHALL BE APPROVED RESIDENTIAL GRADE. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH —IN. TYPES SHALL BE AS SELECTED BY THE ARCHITECT, THE OWNER, AND/OR THE INTERIOR DESIGNER. 17. PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING, CHECK NAMEPLATE DATA OF A/C EQUIPMENT, KITCHEN EQUIPMENT AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT DEVICE SIZES. 18. ALL CIRCUITS SHALL BE CLEARLY IDENTIFIED AND SHOWN ON PANEL DIRECTORIES. DO NOT CHANGE CIRCUIT ARRANGEMENT SHOWN ON THESE DRAWINGS. 19. CIRCUITS ON THE PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. _ MUAL F;EVIEVV PNOVEF) ,..DATE -- 7— —_ 1 2 3 4 5 6 7 8 A -- N O•� CCTV CAMERA A WP/GFI �� c A.15 5' A- 15 N A-36 I CCTV CAMERA A-15 GFI A-15 C' GFI �A- - N GFI - - A-2 _ A-15 F A-15 EF A-15 A 1 A-15!- 30 -15 A-14,16 A- - --- -- �.: FI ' N A-28 A-28 N A-28 N A-15 A-15 A-28 A-34 A-34 - B w N N N A-34 LL A-36 j N B N (PWP/ Fl N N - N - A-15 A-11 A-9 A-11 J 1 �A-28 E A-15 I FF - A-9 N A-13 N N F ET N INSTAL AS - CCTV CAMERA Cxl A-15 ,IAr15 D A-13 J REQ. OR A-18 O N A-15 A-9 A-9 N '' MICRO �� J N A-15 N - A-13 - ! ! .., N N N N N A-32 N Y A-28 A- 8 A 28 3 ;� 1�IV GFl N NE E _. ET �N A-11 A-9 A-9 N A-13�A-9 dFlI N- A 25A-24 rN N L ,1A-24 A-3 I T A-3 - NA-11 2 IL �. J ANDUIT - NRUN / EMPTY A-9 50 RA A-33,35O TO OTERM CEILING SPACE AND TERMINATE A-24 J A-22 J N N A-[A-8,7 3DA FA WITH BUSHING AND 90' TURN ET E - - A� (TYPICAL FOR ALL PHONE OUTLETS) -22 11 11L A-22 Prr -GFI ON NA 9 A-9 A-9 AiiiA-13 N F RUN 3/4" EMPTY CONDUIT TO A-24 A-24 N N N A-13 N N A-18 CEILING SPACE AND TERMINATE Ty A-11 3 N� E WITH BUSHING AND 90' TURN -- - E,- - _ _ T r N _ L y TYPICAL FOR ALL TV OUTLETS =� i GFl A=22 N A-22 A-9 = N GFI 3 . A-18 N - N N N N N A-13 N A-18 N N T A-31 A-18 O �0 E �N E A 22 N 3, E 230 A-22.\ N A-9 ET xWp A-2,4 N l = A-13 F 30 D D F- 4 J ? L � 1,3 I ET A-9 A-9 A-9 N - A-2 2 A-22 �6©� N J A-10,12 ��50 N N A-2 T H A-6,$ OA A-13 A-13 N WP/GFI N N E', N N A-36 A-26 A-26 A-26 N A-20 J A-20 N N Op N_, N ET ET CCTV CAMERA N N Ja WP/GFI A-36 A-22 T A934 A-34 A-26 J \CCTV CAMERA ET E F A-26 ET E A-26 IV ET LEGEND CCTV CAMERA E = EXISTING TO REMAIN ET = EXISTING RECEPTACLE TO BE REPLACED WITH NEW 20A, 120V UL LISTED TAMPER RESISTANCE RECEPTACLE. N = NEW SMOKE DETECTOR NOTES: PROPOSED ELECTRICAL PLAN 1. SMOKE DETECTOR SHALL BE INTERCONNECTED AND W/BATTERY BACK-UP r N SCALE: 1 /4 =1 -0 2. ALL SMOKE DETECTORS SHALL BE LOCATED MIN. 36" FROM ANY A/C SUPPLY GRILLE 3. CONNECT SMOKE DETECTORS AHEAD OF ANY LOCAL SWITCHING F F 1 2 3 4 5 6 7 8 2 3 0 5 0 7 F11 I C 11 -IE I■ EXISTING PANEL SCHEDULE 'A' TYPE MAINS : 2P-200A MCB MOUNTING : SURFACE 10,000 A.I.C. BUS RATING : 200 AMP LOCATION : GARAGE VOLTAGE : 120/24OV-1PHASE-3WIRE DESCRIPTION CWIRE OND. &SIZE (VOA) POLE No. A B NoT PO TRIP (V.A.) COND. SIZE DESCRIPTION ri AHU I #6 9500 2-3/4" 50 1 2 2 30 3250 #10-1/2" CU 3 4 RANGE #6-3/4" 8000 2 50 5 6 2 30 4500 #10-1/2" WH 7 8 FAMILY & LIVING LTS. #14-1/2" (1) 1 15 9 2 20KITCHEN 2500 #12-1/2" WATER PUMP FAMILY REC. #14-1/2" (1) 1 15 11 & DINING LTS #12-1/2" (1) 1 20 13 E12 2 20DISHWASHER 2500 #12-1/2" SWIMMING POOL MASTER LTS. #14-1/2" (1) 1 15 15 #12-1/2" 1200 1 20 17 1 15 200 #14-1/2" GARAGE LTS. DISPOSAL #12-1/2" 1200 1 20 19 20 1 15 1500 #14-1/2" DINING ROOM POOL LTS #14-1/2" 200 1 15 21 22 1 15 (1) #14-1/2" 3FD#'1 & #2 ITS WASHER #12-1/2" 1200 1 20 23 24 1 15 (1) #14-1/2" BED#2 REC. REFRIGERATOR #12-1/2" 1200 1 20 25 26 1 15 (1) #14-1/2" BED#1 REC. MICROWAVE #12-1/2" 1200 1 20 27 28 1 15 (1) #14-1/2" VASTER BED JACUZZI #14-1/2" 200 1 15 29 30 1500 #12-1/2" SMALL APP GARAGE DOOR #14-1/2" 1200 115 31 32 1500 #12-1/2" SMALL APP DRYER #10-1/2" 5500 233 3035 34 g120 200 #12-1/2" EXTERIOR LTS 36 720 #12-1/2" EXTERIOR REC. SPACE 37 38 SPACE SPACE 39 40 SPACE LOAD CALCULA11ON PANEL 'A' APARTMENT S.F. = 2235 S.F. AT 3 VA/S.F. = 6705 VA TOTAL GENERAL LOAD =30425 VA FIRST 10000 VA AT 100% = 10000 VA REMAINDER AT 40% = 8170 VA TOTAL DEMAND LOAD = 27670 VA A/C LOAD AT 100% = 9500 VA TOTAL DEMAND AMPS = 115 AMPS PER PHASE (1) = LIGHTING LOAD AT 3 VA PER SQUARE FEET * = PROVIDE NEW AFCI TYPE BREAKER ** = PROVIDE NEW GFCI TYPE BREAKER NOTE: 1. ELECTRICAL CONTRACTOR SHALL MODIFY EXISTING ELECTRICAL PANEL TO MATCH THIS SCHEDULE. 2. ALL BRANCH CIRCUIT CABLE SHALL COMPLY WITH NEC REQUIREMENTS TABLE 310.16 0 EXISTING METER FIELD VERIFY MINIMUM TO BE 3 # 2/0 THWN CU IN 2"C EXISTING PNL 'A' FIELD VERIFY MINIMUM TO BE 3#2/0 THWN-Cu IN 2" CONDUIT FIELD VERIFY MINIMUM TO BE 1 # 4G THWN CU FIN. GRADE FIELD VERIFY MINIMUM TO BE (2) -5/8" x 10'-0" GROUND ROD SPACED ® 6'-0" MIN. AND BOND TO METAL COOL WATER PIPE , -/.dWali / ''i t- F,/ RISER DIAGRAM N.T.S. LEGEND OF SYMBOLS ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES, AND ORDINANCES IN EFFECT AT THIS LOCATION. SYMBOL DESCRIPTION 2• ALL MATERIAL SHALL BE NEW AND SHALL BEAR UNDERWRITER'S AND UNION LABELS, WHERE �- INCANDESCENT OR FLUORESCENT LIGHT FIXTURE, CEILING MOUNTED. APPLICABLE. 1-0 INCANDESCENT, FLUORESCENT OR H.I.D. LIGHT FIXTURE, WALL MOUNTED 3. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL ABOVE MIRROR OR 8'-0" A.F.F., UNLESS OTHERWISE INDICATED. PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNER'S FLUORESCENT OR H.I.D. LIGHT FIXTURE, CEILING MOUNTED ENERGY REPRESENTATIVE AND/OR ARCHITECT. EFFICIENT AND SEALED/AIR TIGHT TO PREVENT LEAKAGE FROM 4. RACEWAYS INSTALLED UNDERGROUND, IN CONCRETE SLABS, AND/OR LARGER THAN 2 INCHES IN CONOITIONATED TO UNCONDITIONATED AREAS. DIAMETER SHALL BE GALVANIZED RIGID STEEL. PVC PIPE SCHEDULE 40 IS ACCEPTABLE FOR SINGLE POLE LIGHT SWITCH, QUIET -TYPE, 120 VOLTS, 20 AMPS, FOR OUTDOOR A UNDERGROUND INSTALLATION ONLY IF APPROVED BY LOCAL AUTHORITIES. RACEWAY 2 INCHES AND AND DISPOSAL CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. SMALLER IN DIAMETER SHALL BE I.M.C. IF EXPOSED TO WEATHER, E.M.T. ELSEWHERE. FLEXIBLE CONDUIT USED WHERE INDICATED SHALL BE METAL FOR INDOOR LOCATIONS, LIQUID -TIGHT FOR THREE-WAY LIGHT SWITCH, QUIET -TYPE 120 VOLTS, 20 AMPS FOR OUTDOOR OUTDOOR LOCATIONS. USE STEEL COMPRESSION TYPE FITTING. 3 CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. * FOUR-WAY LIGHT SWITCH, QUIET -TYPE 120 VOLTS, 20 AMPS FOR OUTDOOR 5. RACEWAYS INSTALLED IN OR THRU ANY CONCRETE SLABS SHALL BE SPACED A MINIMUM OF CIRCUITS, 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. 3 DIA. OF THE LARGEST RACEWAY. METALLIC RACEWAYS INSTALLED UNDERGROUND OR *'4 DUPLEX RECEPTACLE OUTLET, 125 VOLTS, 3-WIRE, GROUNDING TYPE, 20 UNDER SLABS SHALL BE COATED WITH TWO COATS OF AN ASPHALTIC PAINT. * AMPS FOR APPLIANCES CKTS., 15 AMPS ELSEWHERE. INSTALL 18" A.F.F. * UNLESS OTHERWISE INDICATED. 6. OUTLETS SHALL BE FLUSHED WITH FINISHED SURFACES. TWO OR MORE LIGHT SWITCHES * DUPLEX RECEPTACLE OUTLET, 125 VOLTS, 3-WIRE, GROUNDING TYPE, 20 IN SAME WALL SHALL BE INSTALLED IN GANG -TYPE BOXES. * AMPS FOR APPLIANCES CKTS., 15 AMPS ELSEWHERE. INSTALL 48" A.F.F. 7, JUNCTION BOXES SHALL BE GALVANIZED STEEL WITH SCREW OR HINGED COVERS FOR INDOOR * UNLESS OTHERWISE INDICATED. LOCATIONS AND WEATHER-PROOF WHERE EXPOSED TO WEATHER. OUTLET BOXES SHALL BE * SINGLE RECEPTACLE OUTLET, 125 VOLTS, 3-WIRE, GROUNDING TYPE, 20 AMPS, PRESSED STEEL IN DRY LOCATIONS. CAST ALLOY WITH THREADED HUBS IN WET OR DAMP * d) INSTALL 18" A.F.F. UNLESS OTHERWISE INDICATED. LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. * O SPECIAL RECEPTACLE OUTLET, 250 VOLTS, SINGLE PHASE, 4-WIRE, GROUNDING WORK FOR A COMPLETE ELECTRICAL TYPE, AMPS AS SHOWN. INSTALL 18 A.F.F. UNLESS OTHERWISE INDICATED. g ELECTRICAL CONTRACTOR SHALL PERFORM ALL NECESSARY INSTALLATION AND SHALL PROVIDE ALL NECESSARY INSTRUMENTS AND SPECIAL APPARATUS TO =6 DUPLEX RECEPTACLE, 20A, 120V UL LISTED TAMPER RESISTENCE, WALL MOUNTED CONDUCT ANY TEST THAT MAY BE REQUIRED TO INSURE THE SYSTEM IS FREE OF ALL IMPROPER GROUNDS AND SHORT CIRCUITS, AND THAT ALL FEEDERS ARE PROPERLY BALANCED. AT 18" A.F.F. DUPLEX RECEPTACLE, 20A, 120V UL LISTED TAMPER RESISTENCE, WALL MOUNTED 9. ALL GROUND CONNECTIONS TO BE DONE AS PER LATEST EDITION OF NATIONAL ELECTRICAL CODE. AT 48" A.F.F. 10. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY 20 = = DISCONNECT SWITCH. 2 =POLE, 60 FRAME, 40 FUSE ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING. 40- E.C. EMPTY CONDUIT. 11. CORRECTIONS OF ANY DEFECTS SHALL BE COMPLETED WITHOUT CHARGE AND SHALL INCLUDE A.F.F ABOVE FINISHED FLOOR. REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. W.P. WEATHER RESISTANT. 12. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING; AND ALL G.F.I. GROUND FAULT INTERRUPTER. REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. AFCI ARC FAULT CIRCUIT INTERRUPTER 13. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECT V.P. VAPOR PROOF. FOR A PERIOD NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. C. CONDUIT 14. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING HIS BID IN ORDER THAT HE CONDUIT RUN CONCEALED IN CEILING OR WALL. MAY BECOME AWARE OF EXISTING CONDITIONS. NO ALLOWANCES WILL BE MADE FOR ANY EXISTING CONDITIONS OF WHICH THIS CONTRACTOR WAS NOT AWARE. CONDUIT RUN UNDERGROUND OR IN FLOOR SLAB. 15. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER, V^^^^1 FLEXIBLE CONDUIT. TELEPHONE AND CABLE T.V. UTILITIES. HOMERUN TO ELECTRIC PANEL. HATCH MARKS INDICATE NUMBER OF WIRES. /- DENOTES GROUND WIRE. 16. WIRING DEVICES SHALL BE APPROVED RESIDENTIAL GRADE. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. TYPES SHALL BE AS SELECTED BY THE OD SMOKE DETECTOR, CEILING MOUNTED, 120 VOLTS WITH VISIBLE POWER "ON" ARCHITECT, THE OWNER, AND/OR THE INTERIOR DESIGNER. INDICATOR, TEST BUTTON AND SELF-CONTAINED, SOUNDING DEVICE (MIN. RATING 85 DBA AT 10'-0") AND WITH BATTERY BACK-UP. 17. PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING, CHECK NAMEPLATE DATA OF A/C EQUIPMENT, KITCHEN EQUIPMENT AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES a ELECTRICAL PANEL. AND OVERCURRENT DEVICE SIZES. 18. ALL CIRCUITS SHALL BE CLEARLY IDENTIFIED AND SHOWN ON PANEL DIRECTORIES. DO NOT TV CAMERA CHANGE CIRCUIT ARRANGEMENT SHOWN ON THESE DRAWINGS. OS SPEAKER. RUN AUDIO CABLE IN CEILING SPACE TO AUDIO CLOSET 19. CIRCUITS ON THE PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR (COORDINATE WITH OWNER/ARCH FOR EXACT LOCATION) SHALL PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. K2f\ fiv C' /giep/ea'S ')'� (=-d--- ph-17V ELECTRICAL REV 45�1�.V APPROVED S ATE I IN C I E F DO OWNER: 06 � � M M O O v a O U � x O rl r-i JOB TITLE & �ADDRESS: V 00 M O ;M ;3 M �^ r•Tl O F O c w W (V Q w m Z (D_ U) w 0 1 4 8 ' �11 2- 3FL L JOS� L GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 I REVISIONS: ISCALE: AS SHOWN DRAWN: L':& ]D I JOB: 270 IPA 3 1 4 15 6 1 7 1 8 SHEET: El 03 OF: SHEETS 2"CD GOOSENECK AT 12"AFF. SEPARATE 12"MIN FROM THE (FIELD VERIFY EXACT LOCATII 1/ TO 1 U I RELOCATED 1" SHUT-OFF g VALVE IN BOX. (FIELD VERIFY EXACT LOCATION) U 1.oj8ma PROPOSED PLUMBING PLAN kL N 4 SCALE: 1 /4"=1 '-O" 2 3 4 - 5 6 _ _ 7 B C E F NOTES: NOBLESEAL TS FLASHED BEHIND 1. WHEN NOBLESEAL TS IS FLASHED BEHIND THE BACKER BOARD, BACKER BOARD AND UP WALLS 3' MECHANICAL. FASTENERS CAN ONLY BEUSED IN THE TOP 1"OF HIGHER THAN FLOOD PLANE OR THE FLASHED. MEMBRANE: BONDED TO THE FRONT SIDE OF BACKER BOARD TO THE HEIGHT 21 NOBLESEAL TS SHOULD BE FLASHED THE DAM AND FASTENED OF THE SHOWER HEAD ON THE OUTSIDE OF THE DAM. THERE SHOULD BE NO PENETRATIONS ON THE INSIDE OR TOP OF THE'DAM. 3. PREFORMED DAM CORNERS ARE RECOMMENDED 4.NOBLE CURB COULD BE USED F Shower Pan Gross Section I 1 j THIN -BED BONDING I / NT (THIN -SET)+ WEEP HOLES TILE .COLLAR IN LOW POSITION RING MUST BE MORTAR)CEMENT 6� 1 APPLY A BEAD NOBLESEALANr BETWEEN NOBL TSAND7HEDPj `V 1191 nod. Thinset 0�amm NoI Flashing Thlnsa 7/16 11.1mm Sloped morlarbad NOTES: 1- NONPLASTICIZED CHLORINATED POLYETHYLENE SHEET SHALL BE A MINIMUM 0.040 INCH (1.02 MM) THICK, AND SHALL MEET THE REQUIREMENTS OF ASTM D4068, THE LINER SHALL BE JOINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. AMBER - SILL COCK NON REMOVABLE BACK FLOW PREVENTOR "WATTS" MODEL No. 8A. HOSE BIBB DETAIL N.T.S. BRASS PLUG k - 1 8"X 1 B"X 1 8"CO NC RETE EXTENSION TO SEWER LINE EXTENSION PROVIDE NICKEL BRONZE FLOOR PLATE TO BE COMPATIBLE W/TYPE FLOOR INSTALLED. = EXTENSION TO SOIL OR WASTE LINE FLOOR TYPICAL CLEANOUT DETAILS N.T.S. WALL TEE CHROME PLATED BRONZE WALL PLATE SOIL OR WASTE PLUMBING FIXTURE CONNECTION SCHEDULE No. DESCRIPTION DRAIN WATER SAN. (FU) MAX. FLOW RATE FIXTURE COMPLIENCE COLD HOT (GPM) WC WATER CLOSET 3" 1/2" N/A 3 1.28 PER FLUSHING B4SI Z124.4, ASME A112.19.2, ASME A112.19.9M, CSA B45.1, CSA B45.4 or CSA LAV LAVATORY 1-1/4" 1/2" 1/2" 1 1.5 AT 60 PSI ANSI Z124.3, ASME A112.19.1M, ASME A112.19.2M, ASME A112.19.3M, ASME A112.19.4M, ASME A112.19.9M, CSA B45.1, CSA B45.2, CSA B45.3 or CSA B45.4. DW DISHWASHER 1-1 2" / N/A 1 2" / 2 6.5 GAL PER CYCLE ASSE 1006 OR LESS SK SINK 2" 1-1/2' 1/2" 1/2" 2 1.5 AT 60 PSI ANSI Z124.6, ASME Al12.19.1M, ASME Al12.19.2M, ASME Al12.19.3M, ASME A112.19.4M, ASME A112.19.9M, CSA B45.1, CSA. B45.2, CSA B45.3 or CSA B45.4. SH SHOWER 2" 1/2" 1/2" 2 1.5 AT 80 PSI ANSI Z124.2, ASME A112.19.9M or CSA B45.5 WM WASHER MACHINE 1 2" 1/2" 1/2" 2 WATER FACTOR OF 8 OR LOWER ASSE 1007 NOTES: 1- HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES NO LESS THAN ONE FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL FOR 2-j" DIAMETER AND LESS, AND NOT LESS THAN ONE EIGTH UNIT VERTICAL IN 12 UNITS HORIZONTAL FOR DIAMETER OF 3" OR MORE. SECURED COVER FINISHED 8" DEEP MIN. 2, •► :ETE PA INSIDE CAULK_ CONNECTION FLOW F EXTRA DEEP ACCESS FRAME CLEANOUT /",,_PLUG e ANCHOR FLANGES IN. PVC EXTENSION. SAME SIZE AS * SEWER UP TO IIII V 6" DIAM. PVC LONG SWEEP 1/4 BEND OR PVC COMB. "Y" & * PIPE MATERIAL AS SPECIFIED. RED BEND. (USE REDUCING TYPE WHERE REQUIRED.) TWO WAY FLOOR CLEANOUT N.T.S. CAULK WITH ROOF MASTIC COUNTERFLASHING CAP - LEAD FLASHING ANGLE IRON 1/2" U BOLT 3-VANDAL PROOF SET SCREWS WATER PROOF PERMASEAL STEEL REINFORCING BOOT VENT THRU ROOF N.T.B. STRUCTURAL MEMBER BOLT OR SCREW TO STRUCTURE PLUMBING SYMBOL LEGEND SAN, SANITARY LINE HW HOT WATER LINE - - - - - - P-HWR RECIRCULATION HOT WATER LINE CW COLD WATER LINE - - - - - - - - VT VENT LINE CD CONDENSATE LINE CD PD PD P&T RELIEF VALVE CO CLEAN OUT WCO WALL CLEAN OUT FCO FLOOR CLEAN OUT I�®I W GV GATE VALVE AAV AIR ADMITTANCE VALVE HB/VB HOSE BIBB WITH VACUUM BREAKER VTR VENT THRU ROOF 3) ELBOW DOWN -o ELBOW UP TEE DOWN PLUMBING NOTES 1.0 GENERAL 1.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. INSTALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND LOCAL ORDINANCES. 1.2 SCOPE OF WORK: PROVIDE THE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION. B. DOMESTIC HOT AND COLD WATER. C. AIR CONDITIONING CONDENSATE. 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED. 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZES PRIOR TO FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER & OWNER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OF INSTALLATION OF EQUIPMENT AND MATERIALS. 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 2.0 MATERIALS. 2.1 A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK -CLOSING VALVE. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 2.2 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS OF SIMILAR METALS AND ISOLATE THEM FROM PIPING AND SLABS TO PREVENT CORROSION. 2.3 ANTI SCALD VALVE SHALL BE INSTALLED IN TUBS AND SHOWERS. 2.4 PIPING. 2.4.1 DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE M UNDERGROUND AND ABOVE GROUND WITH SOLDER JOINTS. WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE -MOLDED 3/4" FIBERGLASS INSULATION FOR HOT WATER LINES. PROVIDE POLYPROPYLENE SLEEVES TO SEPARATE COPPER PIPE FROM CONCRETE. 2.4.2 SANITARY WASTE AND VENT: P.V.C. DRAIN PIPE AND FITTINGS WHEN & WHERE ALLOWED BY THE LOCAL JURISDICTION. 2.4.3 A/C CONDENSATE: PVC SCHEDULE 40 PIPE AND FITTINGS. 2.5 PROVIDE THERMAL EXPANSION PROTECTION ON WATER HEATER WITH RECIRCULATION SYSTEM. 2.6 PLUMBING FIXTURES SHALL COMPLY WITH REFERENCED STANDARDS AS PER FBC PLBG 406 THROUGH 421. PLUMBING DEMOLITION NOTES: 1. THE NATURE OF THIS REMODELING TYPE PROJECT POSES SPECIAL UNFORESEEN CONDITIONS FOR THE DESIGN ENGINEER AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE SHOWN ON THE DRAWINGS, HOWEVER DEVIATIONS MAY BECOME EVIDENT AND CHANGES MAY OCCUR AS THE JOB PROGRESSES. 2, CONTRACTOR WILL BE RESPONSIBLE OF COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES AND TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS. 3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING PIPES BEFORE COMMENCING TO WORK AND MAKE MODIFICATIONS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 4. EXISTING PIPES SERVING AREAS NOT COVERED BY THIS CONTRACT. BUT IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS IT IS A TEMPORARY INTERRUPTION FULLY COORDINATED WITH THE OWNER. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAW CUTTING, COMPACTING AND RE -POURING EXISTING CONCRETE SLAB ON GRADE FOR THE INSTALLATION OF NEW UNDERGROUND PIPING BELOW EXIST SLABS. EEMAX TAWLESS WATER HEATER NO. MODEL VOLTS KW AMPS EWH-1 SS015240TC 240 15 64(2X32)A USE ONLY THE COMPRESSION FITTING RING AND NUT PROVIDED WITH EACH UNIT AS SHOWN ABOVE. COMPRESSION FITTINGS ARE DESIGNED EXCLUSIVELY FOR THIS UNIT, DO NOT USE A DIFFERENT TYPE OF THREADED COUPLING. ONLY VERTICAL ISTALLATION. BEFORE TURNING ON THE ELECTRICITY, LET THE WATER RUN FOR 20 SECONDS THROUGH THE UNIT. CHECK LOCAL CODES FOR APPROPRIATE WIRE GAUGE AND CIRCUIT BREAKER. A- THE UNIT COMES WITH 1/2" COMPRESSION FITTINGS, DO NOT SOLDER PIPE TO INLET OR OUTLET. B- FLUSH SUPPLYING LINE BEFORE CONNECTING THE UNIT, TO REMOVE ANY PARTICLES LEFT IN LINE. CAP: 1 GALLONS EF: 0.92 COMPRESSION FITTING RING (TYP) COMPRESSION FITTING 3/4" HOT WATER OUT NUT (TYP) 3/4" COLD WATER IN NOTE: FOR EWH-1, 1/2" COMPRESSION FITTINGS AT BOTTOM OF UNIT. TANKLESS WATER HEATER OWNER: 00 M M O O U a w 0 O U o� N JOB TITLE & ADDRESS: ` 00 Ma U H w U Q O E� H- O w N w JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: REV#1 03-26-2015: 1 B.D. COMMENTS SCALE: AS SHOWN DRAWN: JOB: 270 SHEET: P1.02 OF: SHEETS 1 6 D E' NobleSeal`TS Shower Receptor Waterproofing (NOT TO SCALE) NOTES: NOBLESEAL TS FLASHED BEHIND 1. WHEN NOBLESEAL TS IS FLASHED BEHIND THE BACKER BOARD, BACKER BOARD AND UP WALLS 3' 'MECHANICAL FASTENERS CAN ONLY BE USED IN THE TOP 1"OF HIGHER THAN FLOOD PLANE OR THE FLASHED MEMBRANE. BONDED TO THE FRONT SIDE OF L(II CKER BOARD TO THE HEIGHT 2, NOBLESEAL TS SHOULD BE FLASHED: OVER THE DAM. AND FASTENED HE SHOWER HEAD ON THE OUTSIDE OF THE DAM.THERE SHOULD BE NO PENETRATIONS ON THE INSIDE OR TOP OF THE DAM. -_ 3. PREFORMED DAM CORN ERS ARE RECOMMENDED \` 4. NOBLE CURB COULD BE USED N111. Shower Pan Cross Section _ '% THIN -BED j �f r TILE BONDING I AGENT (THINSE) y TILE WEEP HOLES IN CLAMPING \V{ , \ COLLAR IN LOW POSITION RING MUST BE KEPT CLEAR SLOPED MORTAR _ (1/4' PER Fr,) v a APPLY A BEAD OF 'e a NOBLESEALANT 160 v • a BETWEEN NOBLESEAL TS AND THE DRAIN BODY f 914" 6.4mm Rile1mrtabed / 1/4 perR \1 3/4'-19lY 33.8a89 mmmort slope y 1/S" 3.2mm Late 1132" 0.8mm Nob 1l64" 0.4mm Nob ./ 1/25" i.Omm Noti Flas - 1/16" 1.6mm Late '. NobleSealant 150 7hm- 7/16" 41.imm Slop < NOTES: 1- NONPLASTICIZED CHLORINATED POLYETHYLENE SHEET SHALL BE A MINIMUM 0.040 INCH (1.02 MM) THICK, AND SHALL MEET THE REQUIREMENTS OF ASTM D4068. THE LINER SHALL BE JOINED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AMBER - SILL COCK NON REMOVABLE BACK FLOW PREVENTOR "WATTS" MODEL No. 8A. HOSE BIBB DETAIL N.T.S. BRASS PLUG L--18"X18"X18"CONCRETE EXTENSION TO SEWER LINE EXTENSION PROVIDE NICKEL BRONZE FLOOR PLATE TO BE COMPATIBLE W/TYPE FLOOR INSTALLED. --I EXTENSION TO SOIL OR WASTE LINE FLOOR TYPICAL CLEANOUT DETAILS N.T.S. WALL TEE CHROME PLATED BRONZE WALL PLATE SOIL OR WASTE PLUMBING FIXTURE CONNECTION SCHEDULE No. DESCRIPTION DRAIN WATER SAN. (FU) MAX. FLOW RATE FIXTURE COMPLIENCE COLDr1H/2 OT (GPM) ANSI Z124.4, ASME A112.19.2, ASME A112.19.9M, CSA B45.1, CSA B45.4 or CSA WC WATER CLOSET 3" 1/2"/A 3 1.28 PER FLUSHING B45.5. ANSI Z124.3, ASME A112.19AM, ASME A112.19.2M, ASME A112.19.3M, ASME LAV LAVATORY 1-1 4" / 1/2"2" 1 1.5 AT 60 PSI A112.19.4M, ASME A112.19.9M, CSA B45.1, CSA 845.2, CSA B45.3 or CSA B45.4. DW DISHWASHER 1-1 2" / N/A " 2 6.5 GAL PER OR LESS CYCLE ASSE 1006 ANSI Z124.6, ASME A112.19.1M, ASME A112.19.2M, ASME A112.19.3M, ASME SK SINK 2" 1-1/2" 1/2" 1/2" 2 1.5 AT 60 PSI A112.19.4M, ASME A112.19.9M, CSA B45.1, CSA B45.2, CSA B45.3 or CSA B45.4. SH SHOWER 2°' 1/2" 1/2" 2 1.5 AT 80 PSI ANSI Z124.2, ASME A112.19.9M or CSA B45.5 WM WASHER MACHINE 2"1/2" 1/2" 2 WATER FACTOR OF8 OR LOWER ASSE 1007 NOTES: 1- HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES NO LESS THAN ONE FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL FOR 2-j" DIAMETER AND LESS, AND NOT LESS THAN ONE EIGTH UNIT VERTICAL IN 12 UNITS HORIZONTAL FOR DIAMETER OF 3" OR MORE. SECURED COVER FINISHED FLOOR - GRADE -� 8" DEEP MIN. CONCRETE PAD INSIDE CAULK CONNECTION FLOW ---ANCHOR FLANGES 12" MIN. PVC EXTENSION. SAME SIZE AS SEWER UP TO 6" DIAM. PVC LONG SWEEP 1/4 BEND OR PVC COMB. "Y" & * PIPE MATERIAL AS SPECIFIED. RE BEND. (USE REDUCING TYPE WHERE REQUIRED.) TWO WAY FLOOR CLEAN OU T CAULK WITH ROOF MASTIC COUNTERFLASHING CAP - LEAD FLASHING ROOFING ANGLE IRON 1/2" U BOLT N.T.S. 3-VANDAL PROOF SET SCREWS WATER PROOF PERMASEAL STEEL REINFORCING BOOT VENT THRU ROOF N.T.S. STRUCTURAL MEMBER BOLT OR SCREW TO STRUCTURE PLUMBING SYMBOL LEGEND SAN. SANITARY LINE - - HW HOT WATER LINE - - - - - P-HWR RECIRCULATION HOT WATER LINE - CW COLD WATER LINE - - - - - - - VT VENT LINE CD CD CONDENSATE LINE PD PD P&T RELIEF VALVE -I CO CLEAN OUT WCO WALL CLEAN OUT FCO FLOOR CLEAN OUT I�®I W GV GATE VALVE AAV AIR ADMITTANCE VALVE -�. HgNg HOSE BIBB WITH VACUUM BREAKER VTR VENT THRU ROOF ELBOW DOWN ELBOW UP -� TEE DOWN PLUMBING NOTES 1.0 GENERAL 1.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. INSTALL IN ACCORDANCE WITH THE A FLORIDA BUILDING CODE AND LOCAL ORDINANCES. 1.2 SCOPE OF WORK: PROVIDE THE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION. B. DOMESTIC HOT AND COLD WATER. C. AIR CONDITIONING CONDENSATE. 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED. 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZES PRIOR TO FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER & OWNER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OF INSTALLATION OF EQUIPMENT AND MATERIALS. 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 2.0 MATERIALS. B 2.1 A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK -CLOSING VALVE. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 2.2 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS OF SIMILAR METALS AND ISOLATE THEM FROM PIPING AND SLABS TO PREVENT CORROSION. 2.3 ANTI SCALD VALVE SHALL BE INSTALLED IN TUBS AND SHOWERS. 2.4 PIPING. 2.4.1 DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE M UNDERGROUND AND ABOVE GROUND WITH SOLDER JOINTS. WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE -MOLDED 3/4" FIBERGLASS INSULATION FOR HOT WATER LINES. PROVIDE POLYPROPYLENE SLEEVES TO SEPARATE COPPER PIPE FROM CONCRETE. 2.4.2 SANITARY WASTE AND VENT: P.V.C. DRAIN PIPE AND FITTINGS WHEN & WHERE ALLOWED BY THE LOCAL JURISDICTION. 2.4.3 A/C CONDENSATE: PVC SCHEDULE 40 PIPE AND FITTINGS. C 2.5 PROVIDE THERMAL EXPANSION PROTECTION ON WATER HEATER WITH RECIRCULATION SYSTEM. 2.6 PLUMBING FIXTURES SHALL COMPLY WITH REFERENCED STANDARDS AS PER FBC PLBG 406 THROUGH 421. PLUMBING DEMOLITION NOTES: 1. THE NATURE OF THIS REMODELING TYPE PROJECT POSES SPECIAL UNFORESEEN CONDITIONS FOR THE DESIGN ENGINEER AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE SHOWN ON THE DRAWINGS, HOWEVER DEVIATIONS MAY BECOME EVIDENT AND CHANGES MAY OCCUR AS THE JOB PROGRESSES. 2. CONTRACTOR WILL BE RESPONSIBLE OF COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES AND TO PROTECT FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS. 3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING PIPES BEFORE COMMENCING TO WORK AND MAKE MODIFICATIONS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 4. EXISTING PIPES SERVING AREAS NOT COVERED BY THIS CONTRACT. BUT IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS IT IS A TEMPORARY INTERRUPTION FULLY COORDINATED WITH THE OWNER. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAW CUTTING, COMPACTING AND RE -POURING EXISTING CONCRETE SLAB ON GRADE FOR THE INSTALLATION OF NEW UNDERGROUND PIPING BELOW EXIST SLABS. EEMAX TANKLESS WATER HEATER . NO. MODEL VOLTS KW AMPS EWH-1 SS015240TC 240 1 64(2X32)A USE ONLY THE COMPRESSION FITTING RING AND NUT PROVIDED WITH EACH COMPRESSION FITTING UNIT AS SHOWN ABOVE. RING (TYP) COMPRESSION FITTINGS ARE DESIGNED EXCLUSIVELY FOR THIS UNIT, DO NOT COMPRESSION FITTING USE A DIFFERENT TYPE OF THREADED COUPLING. 3/4" HOT WATER OUT NUT (TYP) ONLY VERTICAL ISTALLATION. BEFORE TURNING ON THE ELECTRICITY, LET THE WATER RUN FOR 20 SECONDS 3/4" COLD WATER IN THROUGH THE UNIT. CHECK LOCAL CODES FOR APPROPRIATE WIRE GAUGE AND CIRCUIT BREAKER. NOTE: FOR EWH-1, 1/2" COMPRESSION FITTINGS AT BOTTOM OF UNIT. A- THE UNIT COMES WITH 1/2" COMPRESSION FITTINGS, DO NOT SOLDER PIPE TO INLET OR OUTLET. TANKLESS WATER HEATER B- FLUSH SUPPLYING LINE BEFORE CONNECTING THE UNIT, TO REMOVE ANY PARTICLES LEFT IN LINE. 2 3 I 4 5 6 I 7 8 OWNER: 06 M U� O o� N JOB TITLE & ADDRESS: 8 M H w Uw w Q^ O icy CamM-+ W � O Cn �� ICEfy `• �' �� _ 6138 0•••. STATE OF �! . i JOSLf lb.1 %0UZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836� REVISIONS: SCALE: AASS SHOWN DRAWN: Lu -1 � �U JOB: 270 SHEET: P 1.02 OF: SHEETS 0 �161^^ .4h OWNER: 00 M M o O U � O � U � c C7 � O � N Q' JOB TITLE & ADDDRESS: �j 00 M `./ � M U LU J Q O i �- ~ O W N QW y w a �, ......., w 8 w zrn u emN =MR 4. G CO -t O x (.] dad 4 w' r ^ V e� 4' u LLJ 0 ti' 11IIIII��/ ` \ IS Gu 1 8 STATE OF ' OQ jj A' N, P.E. ❑ No. 5�138�t TEL: (785) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (7861 200-8836 REVISIONS: SCALE: AS SHOWN DRAWN: D JOB: 270 SHEEY.0 OF: SHEETS 3 5 C� 7 I 8 I�l 2 SUPPLY/RETURN AIR DIFFUSER SCHEDULE DIFFUSER # NECK SIZE PATTERN MANUFACTURER CATALOG # COMMENTS A 6x6 2—WAY TITUS 250—AA B 10x10 1—WAY 250—AA C 6x6 1—WAY 250—AA HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X FAN SCHEDULE FAN NO. CFM SP. HP VOLTS/PHASE MODEL MFR. ACCESSORIES EF-1 50 0.15" 120V/10 SP-A70 GREENHECK F-1 F7 x9tw1[e UNIT WALL PROVIDE SWITCH IN UNIT OVERFLOW OUTLET WIRED TO SHUT DOWN UNIT WHEN WATER IS SENSED. DRAIN NEOPRENE PADS ANGLE IRON FRAME SUPPORT WITH DIAGONAL BRACING — RETURN AIR PLENUM ;.. 4" MIN. A/C UNIT STRUCTURE OF FLOOR ABOVE SUPPLY AIR DUCT " MIN. COMMON WALL FAN SECTION REFRIGERANT PIPES FROM COND. UNIT COIL SECTION FILTER 1-1/2" DEEP EMERGENCY DRAIN PAN NOTE: MAINTAIN A MINIMUM OF 4" CLEARANCE ALL AROUND THE AIR HANDLING UNIT. E AIR HANDLING UNIT MOUNTING DETAIL N.T.S. F SEAL JOINT W/ EPDXY & DUCT TAPE PROVIDE OBD WITH HANDLE FLEX. DUCTWORK SEE SMACNA STANDARS FOR ADDITIONAL DETAILS. DUCTWORK NOTE: NOT MORE THAN ONE TRANSVERSE JOINT BETWEEN HANGERS. -- GLASS FIBER DUCT. STRAP, 8 FT O.C. MAX. 1"X2"X1" CHANNEL. 1-1/2"— 26 GAUGE GALV. SHEET. METAL. STRAP SUPPORT PER SMACNA. INSULATED FLEX. DUCT AND DUCT TAPE FLEXIBLE DUCT CONNECTION AND GLASS FIBER DUCT HANGER DETAILS NTS (2) 1/8" STAINLESS STEEL CABLE TIE —DOWN WIRE TO WITHSTAND HURRICANE WINDS (TYPICAL.) SECURE CABLES TO CONCRETE PAD USING ANCHOR BOLTS SLEEVE PIPE I UP TO CEILING THRU WALL AND SPACE SEAL WATERTIGHT CONDENSING UNIT 2 1/2"x 2 1/2"x 1/4" GALVANIZED ANGLE TYPICAL — OF 4 (TWO EACH SIDE) 1/2" BOLTS & NUTS 1/2" MECH. EXPANSION GALV. ANCHOR BOLTS 1 1/2" EMBEDMENT 4" CONCRETE HOUSEKEEPING PAD NOEPRENE VIBRATION ISOLATORS CONDENS NG UNIT N.T.S. 5 EXTERIOR WALL — REFRIGERANT LINES MOUNTING DETAL 0 m FLEXIBLE DUCT INSTALLATION NOTES Flexible duct installation and support. Flexible ducts shall be configured and supported so as to prevent the use of excess duct material, prevent duct dislocation or damage, and prevent constriction of the duct below the rated duct diameter in accordance with the following requirements: 1. Ducts shall be installed fully extended. The total extended length of duct material shall not exceed 5 percent of the minimum required length for that run. 2. Bends shall maintain a center line radius of not less than one duct diameter. 3. Terminal devices shall be supported independently of the flexible duct. 4. Horizontal duct shall be supported at intervals not greater than 5 feet (1524 mm). Duct sag between supports shall not exceed 1/2 inch per foot of length. Supports shall be provided within 6 inches (152 mm) of intermediate fittings and between intermediate fittings and bends. Ceiling joists and rigid duct or equipment may be considered to be supports. 5. Vertical duct shall be stabilized with support straps at intervals not greater than 6 feet (1829 mm). 6. Hangers, saddles and other supports shall meet the duct manufacturer's recommendations and shall be of sufficient width to prevent restriction of the internal duct diameter. In no case shall the material supporting flexible duct that is in direct contact with it be less than 1112 inches (38 mm) wide. FIBROUS GLASS DUCT. GLASS FABRIC AND AND MASTIC (GFM) CLOSURE OVER POCKECT LOCK AND DUCT BOARD. FAN COIL UNIT SURFACE. 10 X 1-1/4" SHEET METAL SCREWS 12 MAX. O.C. MIN. 2 PER SIDE. 22 Ga. SHEET METAL POCKET LOCK 1"X1'X1" AHU DUCT CONNECTION N.T.S. AIR FLOW DETAIL AT ROOF CAP N.T.S. V/ DUCT AUST FAN a TAIL 0 c E F a hs 0 Fps �1ry e �.0 OWNER: 00 M M �w O U �O o �t` N Q JOB TITLE & ^^ADDRESS: M � M Q W QQ O E2 O F z! W N QW = rT� H 3 _.. M E ago �zq � F CD 0 Z CD o' e� w' LU U a is GOB: , Of S1fe SO JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: SCALE: AS SHOWN DRAWN: D JOB: 270 SHEET: I L 01 2 OF: SHEETS 0 IN C 11 E F K 8 5 LINEAR SUPPLY/RETURN DIFFUSER SCHEDULE DIFFUSER # LENGHT INLET SIZE MANUFACTURER MODEL # OF SLOTS SLOT WIDTH CFM PER FOOT COMMENTS D 4' 8" TITUS ML-38 2 SLOTS 3/4" WIDTH 45 CFM/FT E 3' 6" ML-38 2 SLOT 3/4" WIDTH 33 CFM/FT F 2' 6" ML-38 2 SLOTS 3/4" WIDTH 37 CFM/FT G 4' 8" ML-38 2 SLOT 3/4" WIDTH 37 CFM/FT MULTI -ZONE MINI -SPLIT SCHEDULE UNIT NUMBER EXISTING AHU-1 SUPPLY CFM/ O/A CFM 1400/0 SENSIBLE CAPACITY, BTU/HR. ----- TOTAL CAPACITY, BTU/HR. 42,000 HEATER CAPACITY (BTU/HR) 33,000 AIR TEMP. CONDENSER 95 F AIR TEMP. ENT. EVAP. , ➢B/WB 80/67 COND, MCA/MOCP ---- AHU MCA ---- VOLTAGE, PHASE 230V/10 CONDENSING UNIT MODEL■ ---- A. H. U. MODEL AEPF426016CA MANUFACTURER GOODMAN'S UNIT TYPE SPLIT, DX SEER OR EER ---- REFRIGERANT TYPE — — — — COND. UNIT WEIGHT (LBS.) ---- COND. UNIT DIMENSIONS (LXWXH) ---- AHU DIMENSIONS (LXWXH) ---- C m 5 GENERAL NOTES A- SCOPE OF WORK WORK SHALL INCLUDE ALL LABOR, EQUIPMENT, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE FURNISHING OF ALL AIR CONDITIONING, HEATING AND VENTILATION WORK AS SHOWN ON DRAWINGS, HEREIN SPECIFIED AND/OR EQUAL EQUIPMENT SUBMITTED FOR APPROVAL. B- AIR CONDITIONING SYSTEM OF DX SPLIT TYPE SHALL CONSIST OF ROOF TOP UNIT AS INDICATED ON DRAWINGS. SYSTEM SHALL BE PROVIDED COMPLETE WITH FRAMES AND ENCLOSURES, WIRING, NECESSARY CONTROLS REFRIGERANT CHARGE AND OIL CHARGE, STRIP HEATER, REFRIGERANT LINES, AND FILTER BOX. C- GUARANTEE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE COVERING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. D- FIRE DAMPERS/SMOKE DAMPERS FIRE DAMPERS/SMOKE DAMPERS AS APPROVED BY LOCAL GOVERNING AUTHORITIES SHALL BE INSTALLED IN ALL DUCTWORK PASSING THRU A FLOOR, ROOF, FIRE PARTITION OR FIRE WALL ( PROVIDE ACCESS) REQUIRED BY BUILDING CODES. AN ACCES DOOR OR OTHER APPROVED MEANS OF ACCESS SHALL BE PROVIDED IN DUCT TO PERMIT THE PROPER MAINTENANCE AND RESETTING OF EACH FIRE DAMPER AND SMOKE DAMPER. E- CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR CON- DITIONING SUPPLY AIR OUTLET, AS PER SCHEDULES & DRAWINGS, SYSTEMS SHALL BE BALANCED AGAINST THE ACTUAL INSTALLED STATIC PRESSURE. F- BEFORE SUBMITTING HIS FINAL PROPOSAL, THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT HIS WORK AS HE WILL BE RESPONSIBLE FOR ANY ASSUMPTIONS MADE BY HIM IN REGARDS THERETO. G- ANY APPARATUS, APPLIANCE, MATERIAL, WORK OR INCIDENTAL ACCESSORIES OR MINOR DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED SHALL BE PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 1) DUCTWORK SHALL BE FIBER BOARD FOR ALL INDOOR AIR CONDITIONED SUPPLY AND RETURN DUCTWORK. SHEET METAL DUCTS SHALL BE USED FOR EXHAUST, AND NON -CONDITIONED OUTSIDE AIR INTAKE. EXTERIOR (EXPOSED TO WEATHER) AIR CONDITIONED SUPPLY & RETURN DUCTS SHALL BE INTERNALLY INSULATED SHEETMETAL (R-8 MIN.) MADE TOTALLY WATER PROOF. 2) GLASS FIBER DUCTWORK SHALL BE "OWENS CORNING" RECTANGULAR QUIETR DUCTBOARD SYSTEM OR EQUAL, 1.5 IN. INSULATION R-6.5, CONFORMING WITH THE PROVISIONS OF NAIMA "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". FOR ALL ATTIC CONDITION SPACES. NON -ATTIC CONDITIONS 1.0 IN. INSULATION(R-4.2) CONFORMING WITH THE PROVISIONS OF NAIMA "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". 3) METAL DUCTS SHALL BE IN ACCORDANCE WITH LATEST ISSUE OF THE LOW VELOCITY DUCT CONS- TRUCTION STANDARDS, PUBLISHED BY THE "SHEET METAL AND AIR CONDITIONED CONTRACTORS NATIONAL ASSOCIATION, INC." AND THE LATEST PUBLICATION OF GUIDE & DATA BOOK OF THE AMERICAN SOCIETY OF HEATING, VENTILATING AND AIR CONDITIONING ENGINEERS. I- CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL COSTS INCURRED RESULTING FROM SUBSTI- TUTION OF EQUIPMENT AS WELL AS THE PERFORMANCE AND SPACE REQUIREMENTS OF SUCH EQUIPMENT. J- PLANS AND DIAGRAMS ARE SCHEMATIC AND SHOULD NOT BE SCALE. CONTRACTOR SHALL COORDINATE ALL SITE, HVAC, PLUMBING AND ELECTRICAL WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK THE CONTRACT. K- VIBRATION ISOLATION PROVIDE SUPPORTS OR MOUNTS FOR ALL EQUIPMENT LOCATED WITHIN THE BUILDING STRUC- TURE POWERED BY ONE HORSEPOWER OR LARGER MOTOR. FLEXIBLE PIPING CONNECTIONS SHALL BE PROVIDED FOR ALL PIPING CONNECTED TO EQUIPMENT MOUNTED OR SUPPORTED BY VIBRATION ISOLATORS. L- TESTS ALL TESTS SHALL BE PERFORMED AS REQUIRED DURING THE DIFFERENT STAGES OF WORK AND A FINAL 24 HOUR MINIMUM RUNNING TEST SHALL BE DONE AFTER ALL OTHER TESTS AND BALANCING OPERATIONS HAVE BEEN DONE. M- CONDENSATE PIPING CONDENSATE PIPING SHALL BE OF PVC SCHED. 40, EXCEPT INSIDE A/C PLENUM SPACES WHERE COPPER PIPING SHALL BE INSTALLED. EXPOSED TO WEATHER OR UV RAYS PVC PIPE SHALL BE PROTECTED BY PAINTING WITH A LIGHT COLORED WATER BASED ACRYLIC OR LATEX PAINT THAT IS CHEMICALLY COMPATIBLE WITH PVC. BEFORE PAINTING THE PIPE. IT SHALL BE CLEANED TO REMOVE MOISTURE, DIRT AND OIL. N- TEST & BALANCE TEST AND BALANCE OF ALL EQUIPMENT SHALL BE PERFORMED BY AN INDEPENDENT TEST AND BALANCE COMPANY WITH A MINIMUM OF 5 YEARS EXPERIENCE IN PROJECTS OF THIS SIZE OR LARGER. THREE COPIES OF THE TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 0- THE CONTRACTOR SHALL PROVIDE THE PERFORMANCE WARRANTIES AS SPECIFIED FOR THE EQUIPMENT IN THE VARIOUS SECTIONS. P- IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN EQUIPMENT DIMENSIONS AND SPACE ALLOTMENTS THEREFORE HE SHALL NOTIFY THE CONSTRUCTION MANAGER IN WRITING AND SHALL NOT PROCEED WITH THE WORK UNTIL HE HAS RECEIVED WRITTEN INSTRUCTIONS FROM THE OWNER. Q- ALL EQUIPMENT SHALL FIT THE ALLOTTED SPACE AND SHALL LEAVE REASONABLE ACCESS ROOM FOR SERVICING AND REPAIRS, GREATER SPACE AND ROOM REQUIRED BY SUBSTITUTED EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR AND AT HIS EXPENSE. S- THE CONTRACTOR SHALL DO NO CUTTING THAT MAY IMPAIR STRENGTH OF BUILDING CONSTRUCTION. NO HOLES, EXCEPT FOR SMALL SCREWS, MAY BE DRILLED IN BEAMS OR OTHER STRUCTURAL MEMBERS. UNLESS OTHERWISE INDICATED, METAL FASTENERS AND RELATED PARTS SHALL BE OF ALUMINUM OR STAINLESS STEEL AND SHALL BE OF ADEQUATE STRENGTH FOR THE PURPOSE INTENDED. 0 am C E F 1O ooO�`� OWNER: M M � � U O � o U L':] � �O C� L n O rl N Q JOB TITLE & ,ADDDRESS: M `.J m M M r U � u.i r^~�CtO H W W x N W a,. s a �. wzu z. E 4I J r IN mw \\P .:z z x: to 0 Z U) w W IU!s • Llc... IJbWE'LI'GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P. ❑ No. 59400 TEL: (786) 200 88?6 REVISIOR.'S: — - SCALE: AS SHOWN DRAWN: ' JD JOB: 270 SHEET: OF: SHEETS 2 1 1 2 3 1 4 61 0 7 1 8 IA C C E F 1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORDS BEFORE PROCEEDING WITH THE WORK. 2. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS INCLUDING ANY REVISION(S) BEFORE STARTING CONSTRUCTION. 3. KNOWN SOIL PROPERTIES AT THE CONSTRUCTION SITE INDICATE UNDISTURBED SAND AND ROCKS. THE ALLOWABLE BEARING CAPACITY WAS TAKEN AS A MAXIMUM OF 2000 P.S.F. ASSIGNED AND SEALED LATTER BY THE ENGINEER OF RECORDS WILL BE SUBMITTED ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON THE DESIGN WAS BASED. 4. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THIS DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATION ELSE WHERE UNLESS OTHERWISE SHOWN. 5. FIELD DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE COMMENCING ANY WORK. 7.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 2500 PSI UNLESS OTHERWISE SHOWN ON PLANS. 8. ALL STEEL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVER: - FOOTINGS 3" - COLUMNS AND BEAMS 1 1/2" - SLABS POURED ON GROUND 1 1/2" - FLOOR SLABS 3/4" 9. DESIGN LOADS: - RESIDENTIAL: LIVE LOAD = 40 PSF DEAD LOAD = 25 PSF - ROOF: LIVE LOAD = 20 PSF DEAD LOAD = 15 PSF SECTION 1606.2 FROM THE FLORIDA BUILDING CODE 2010 APPLIES. WIND LOADS. - WIND SPEED: 175 M.P.H. MEAN ROOF HEIGHT = 11 FT 1 Q EXPOSURE = C RISK CATEGORY II INTERNAL PRESSURE COEFFICIENTS (GCpi) = +0.18 AND -0.18 (ENCLOSED BUILDINGS) - WIND CALCULATIONS BASED ON A.S.C.E. 7-10 A 10. ALL REINFORCING STEEL BARS SHALL CONFORM TO ASTM-615, GRADE 60. 11. CONCRETE BLOCKS SHALL BE TYPE II MOISTURE -CONTROLLED UNITS IN CONFORMANCE WITH ASTM C90, MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI. 12. MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270, TYPE M (2500 PSI). 13. GROUT FOR REINFORCED MASONRY (FILLED CELLS) SHALL MEET THE MINIMUM REQUIREMENTS OF COARSE GROUT, ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. (MAXIMUM SLUMP 9"). USE OF ADMIXTURE IS PROHIBITED. 14.WELDED WIRE FABRIC CONFORMING TO ASTM -185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 15.STRUCTURAL STEEL: STRUCTURAL BOLTS SHALL BE A-307. STRUCTURAL PLATES AND BEAMS SHALL BE A-36. STRUCTURAL COLUMNS SHALL BE Fy=46 KSI. 16. HORIZONTAL JOINT REINFORCING NOT PROVIDED. 17. A. STRUCTURAL LUMBER SHALL BE CLEARED LABELED APPROVED SPECIES WITH THE FOLLOWING MINIMUM STRENGTH VALUES: Fv'= 175 psi Fb'= 1050 psi E = 1 700 000 psi 18. FILL MUST BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY AS PER ASTM D-1557 IN LIFTS NOT EXCEEDING 12" IN DEPTH. SOIL 3TATEM94T SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND/OR ROCK). 1. THE LICENSED ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER OF RECORD SHALL SUBMIT TO THE INSPECTOR AT THE TIME OF FOUNDATION INSPECTION A SIGNED LETTER ATTESTING THAT THE SITE WAS OBSERVED 4. AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. INSPECTION NOTES 1. ALL MANDATORY INSPECTIONS AS REQUIRED BY THE F.B.C. 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR HIRED BY THE OWNER ARE IN ADDITION TO THE MANDATORY INSPECTIONS 3. THIS BUILDING WILL REQUIRE A SPECIAL INSPECTOR FOR THE INSPECTION OF THE REINFORCED UNIT MASONRY CONSTRUCTION AS PER F. B. C. 4. PRIOR TO THE BUILDING FINAL INSPECTION 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 RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IN ACCORDANCE WITH RULES AND LAWS ESTABLIESHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" AS PER F.B.C. SECTION 1816.1.7 1 1 2 4#5 T&B NEW STEEL COLUMN ST-1 DRILL AND EPDXY 4"x4"x J" (5" MIN EMB.) EXIST WALL FOOTING o / F3.0 3'-0"x3'-0"x 12" 2#5 T&B 5 5" 10" 1'-4" 10" SECTION 1 < SCALE: 3/4"=V-0" zi 23'-5" EXIST -WF-16-- THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN COMPLIANCE WITH FBC,EXISTING 2010 EDITION. ZL e N TIE COLUMN TC1 3 4 4#5 T&B DRILL AND EPDXY (5" MIN EMB.) NEW STEEL COLUMN ST-1 4"x4"x° NEW STEEL COLUMN Si-1 NEW BASE PLATE EXIST WALL FOOTING 4"x 4"x Y" 11- O B ' t tl + k!1 r SECTION 2 SCALE: 3/4"=V-0" 8'-1" F 3.0 3'-0"x3'-O°x 12". BASE PLATE DETAIL SCALE: 3/4"=V-0" 3#5 AT CORNER lrieeimrfn■■ril TC1 w zU �z X EXIST w 1 I-WF-16-- 8�„ S1.0127o FOUNDATION PLAN L N SCALE: 1 /4"=1'-O" FOUNDATION SCHEDULE MARK SIZE BOTT. REINFORCEMENT REMARKS D W L LONG. SHORT WF-16 10" 16" CONT. 2 #5 CONT. #4048" O.0 WALL FTG. F-3.0 12" 3'-0" 3'-0" 4#5 4#5 COLUMN SCHEDULE REINFORCEMENT REINFORCEMENT TIES REMARKS MARK SIZE VERTICAL OR OR CAP PLATE BASE PLATE fC 8" X 12" 4 #5 #3 TIES 0 8" ST-1 4" X 4" X 1/4" STEEL COLUMN 5 1 6 FOUNDATION NOTES: .- TOP OF SLAB ELEVATION AS SHOWN AS THUS 2.- TOP OF FOOTING ELEVATION = -3'-0" (WALL FOOTING) TYPICAL U.O.N. THUS 3.- FOR FOOTING SCHEDULE, SEE SHEET S-1.01. 4.- FOR CONCRETE BLOCK WALL SCHEDULE, SEE SHEET S-1.01. 5.- FOR COLUMN SCHEDULE AND COLUMN ARRANGEMENT DETAIL, SEE SHEET S-1.01. 6.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-1.01. DIMENSIONS AND ASSUMPTIONS: CONTRACTOR & SUB -CONTRACTORS ARE TO VERIFY ALL EXISTING & NEW FIELD DIMENSIONS PRIOR TO FABRICATING ANY STRUCTURE, TRUSSES OR REINFORCING STEEL. CONTRACTORS SHALL ALSO VERIFY EXISTING CONDITIONS TO ENSURE THAT THEY MATCH CONDITIONS SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF WORK. IT IS CONTRACTOR RESPONSIBILITY TO NOTIFY ENGINEER OF RECORD OF ANY CONFLICT BETWEEN UTILITIES EXISTING AND DEMOLITION WORK. CONTRACTOR SHALL SHORE EXISTING STRUCTURE PRIOR TO COMMENCEMENT OF ANY WORK. SHORING AND TEMPORARY BRACING IS TO BE DESIGN BY A FLORIDA PROFESSIONAL ENGINEER WHO SPECIALIZES IN FORM WORK/TEMPORARY BRACING DESIGN. THE GENERAL CONTRACTOR IS THE ULTIMATE RESPONSIBLE PARTY FOR SHORING AND MUST SATISFY HIMSELF WHIT THE ADEQUACY OF THE INSTALLATION OF THESE ITEMS AT ALL TIMES, SUBMIT SHORING SHOP DRAWINGS SIGNED & SEALED BY A FLORIDA PROFESSIONAL ENGINEER. FIELD VERIFY EXISTING DIMENSIONS AND LAYOUT. IF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. - J v P�,:,�� 9 G RIJ\ v�`4p\N 6 Ppp�O�� 1.-"E" BARS ARE TOP BARS AT NON -CONTINUOUS ENDS. 2.-"C" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. 3.- TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN. 4.-"1" INTERMEDIATE BARS, SEE BEAM INTERMEDIATE REINFORCEMENT TABLE UNLESS SCHEDULE NOTE. 5.-PROVIDE AT ALL NON -BEARING BLOCK WALLS, A TIE -BEAM 8"x12" (MIN.)WITH 2-#5 TOP AND BOTTOM CONT., #3 TIES, 4 AT 12"c/c EACH END, BAL. AT 48"c/c TIE -BEAMS MUST BE DOWELED INTO WALLS AT EACH END, AT INTERSECTIONS, AT INTERMEDIATE POINTS. 6.-PROVIDE 2-#5 CORNER BARS (EXTEND 30" IN EACH DIRECTION FROM CORNER) AT ALL NON -BEARING BLOCK WALLS. 7.-WHERE CONC. LINTELS NOT USED DROP TIE -BEAM ABOVE OPENING, ADD 2#5 BOTT AND #3 STIRRUPS ® 8" Iffy W-Aarc Fro FE as Fro � �A LE-Ur-UrLE-UrRT - Fro .Il,CrL✓WlaG i 1� MARK TOP OF BEAM ELEV SIZE (IN.) REINFORCING STIRRUPS REMARKS B T C E NO SPACING TB-1 8" x 12" 2- #5 2- f 3 f3 AT 12" c/c. (•j CONT. BLOCK WALL SCHEDULE MARK TICKN. VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS BW-1 8" # 5 0 48" o.c. 9 GAGE LADDER TYPE ® 16" FILL CELLS W/CONCRETE 7 8 0 e C E F 4x OWNER: 06 M � M �w O w cV Q JOB TITLE & ADDRESS: 00 rn H ,� _W ~ O w W C� N c=n m Z C.D V) w 0 JOSS L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: 03-26-2015: QREV#1 1 B.D. COMMENTS Q2 REV#1 06-03-2015: B.D. COMMENTS SCALE: AS SHOWN DRAWN: Ej JD JOB: 270 SHEET: S1101 OF: SHEETS 1 2 3 4 5 6_ 7 - 8 An, B E F METAL CONNECTOR AT FIRST FLOOR MARK CONNECTOR MFR. DADE COUNTY NOA No NAILS UPLIFT CAPACITY LATERAL CAPACITY REMARKS Li LP 1 1—NVJH 28 NU—VUE FL 16 294 HEADER: 14-10d X 1X2" 1,079 G=1736# JOIST: 7-10d X U¢" 2 1—NVHCL/R NU—VUE 12-0130.35 CONC: 5— Y4" TAPCONS 525 253 333 W/ 1-V MIN EMB JOIST: 6-10d X 1Y2" s,.0212701 FIRST FLOOR FRAMING PLAN L N SCALE: 1 /4"=1'—O" DIAPHRAGM NAILING PATTERN AS PER DETAIL BELOW. 5/8" PLYWOOD FLOOR SHEATHING PANEL EDGE �— Sd RING SHANK NAILS 06" O.C. 8d RING SHANK NAILS 06" O.C. NOTE: BLOCKING IS TO BE PROVIDED W/ 10d NAILS 0 12" O.C. U.N.O. A 4 5 6 7 8_ ----------------------------- ------ A B D' E F 2 3 51 5 6 .I 7 0 C E F l�I�1 III®�®I�l�I�I�I�I�■I�I�!�A®I®��I�%--s� I _ I ICI %li oil oil JVML-L. 1/T -I -v GONG. tiLAMI BEAM BELOW TRUSS OVERHAND 8d RING SHANK NAILS 04" O.C. DIAPHRAGM BOUNDARY NOTE: BLOCKING IS TO BE PROVIDED W/ 10d NAILS ® 12" O.C. U.N.O. I m m w X w DESIGN CRITERIA ROOF LOADS SHALL BE AS FOLLOWS: 1. ROOF (DL) = 10 P.S.F 2. ROOF (SDL)= 15 P.S.F (W/O ROOF COVERING) 3. ROOF (LL) = 20 P.S.F 4. UPLIFT DUE TO WIND LOAD; AS PER ASCE 7/ 10 WIND SPEDD= 175 MPH BUILDING CATEGORY: "C" IMPORTANCE FACTOR=1.0 0 ROOF WIND GROSS UPLIFT PRESSURE ZONE 10 S.F. OR LESS PSF 1 -36.7 2 -63.8 3 -63.8 a=4.1 FT. METAL GIDNNEMR AT ROOF DADE COUNTY UPLIFT LATERAL CAPACITY MARK CONNECTOR MFR. NOA No NAILS CAPACITY REMARKS L1 L2 3 1-NVTH-16 NU-VUE 12-0130.35 CONC: 4" MIN EMB 1,275 783 735 JOIST: 7-10d X 1 Y2" 4 L 6"x2"x2"xA" :7=A SEE DETAIL 5 NVJH 26 NU—VUE FL 16 294 HEADER: 10-10d X 1 Y2 JOIST: 6-10d X 1 X" 821 G=1240# 6 1—SKH26 L/R USP FL-13285 HEADER: 6-16d X 1 Yz" 6-1Od X 1 Yz" 1,085 G=830# JOIST: Ia 7 u .j [0 x F OWNER: 06 � M M °a °w U W BOO o JOB TITLE & �ADDDRESS: "V M 'C . w x F N W JOSE L. GUZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (756) 200-8836 REVISIONS: QREV#1 03-26-2015: 1 B.D. COMMENTS 2 REV#1 06-03-2015: B.D. COMMENTS SCALE: AS SHOWN DRAWN: 'IL JOB: 270 SHEET: SIM OF: SHEETS 2 W 8 • o 6�1 lei 61 OWNER: 06 M M O � ►wi o U o� JOB TITLE & ADDRESS: 1-� 00 M O � � M M Q � Wrl �~— F- W N LLJ Li ✓ cn r- r I ewe 3: r a= z J q w z, x FNSF�•.� �% iyo Sg1 . 0 T�oDA %J G� ... ... ��� `� JOSE 6 MAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E D No. 59400 TEL: (786) 200-8836 REVISIONS: s •e• SCALE: AS SHOWN DRAWN: El'Jp JOB: 270 SHEET: S1,04 OF: SHEETS 1 2 3 4 5 6 7 8 NEW STEEL "I" BEAM NEW STEEL "I" BEAM A w6x2o w6x2o 3 tit �16 EXIST. 8'x12" EXIST. 8"x 12 _ _ _ _ _ _ _ TIE BEAM TIE BEAM NEW STEEL "I" BEAM YI8 NEW STEEL "I" BEAM NEW STEEL I BEAM NEW STEEL I BEAM NEW STEEL ANGULAR 6"x6"41, W6x20 W6x20 I NEW STEEL PLATE W6x20 W6x20 „4' NEW STEEL PLATE NEW STEEL PLATE NEW STEEL ANGULAR 6 x6 ATTACHED TO THE TIE BEAM n n I ATTACHED TO THE TIE BEAM I W/ (2)-1/2" 0 AB 4" MIN 6"x6"x WELDED TO STEEL 6"x6"x W/ (2)-1/2" 0 AB 4" MIN EMB. I WELDED TO STEEL COLUMN WELDED TO STEEL COLUMN COLUMN EMB. NEW STEEL COLUMN EXIST 8" NEW STEEL COLUMN NEW STEEL COLUMN 4"x4"x MASONRY WALL EXIST 8 I 4 x4 x 4 x4 x I 4 MASONRY WALL B ZZ EXISTING EXISTING LIVING ROOM DINING ROOM B „ » EXISTING EXIST 2 x10 ®16 DINING ROOM SECTION 3 ;K/// SCALE: 3/4"=1'-0" C I I C z I I 0o STEEL PLATE 11"xl1"xi" W/ (4)-5/8"0 AB 4" MIN EMB.e /\ EXIST WALL FOOTING j\\ \ EXIST WALL FOOTING W-16 O a ,.: .,. F 3.0 <` 3'-0"x3'-0"x 12" 5" 5" W/ 2#5 E.W. T&B 10" 1'-4" 10" DRILL AND EPDXY (5" MIN EMB)iz SECTION 2 - -- D SCALE: 3/4"=1'-0" � EXIST. 2"x6" @ 16" O.C. EXIST. 2"x6" 16" O.C. NEW 1-NVTH-16 " NU VUE" NEW 2"x8" WOOD JOIST NEW 1-NVTH-16 " NU VUE" NEW 2"x8" WOOD JOIST NEW STEEL ANGULAR NOA 12-0130.35 ® 24 „ O.0 NOA 12-0130.35 ® 16"O.0 4x2x2x all NEW STEEL BEAM (2)— L 6"x6"x X6 W/ 0 THRU BOLT NEW STEEL ANGULAR ir771 4"x2"x2"x EXIST. 2 x6 ® 16 O.C. EXIST. 2x6 ® 16 O.C. NEW 8"x12" TIE BEAM W/ J" 0 THRU BOLT NEW 8"x12" TIE BEAMe W/ 4#5 CONT. (CONNECTOR 4) W/ 4#5 CONT. NEW STEEL "I" BEAM #3@12 STIRRUPS " #3®12" STIRRUPS W6x20 PROPOSED EXISTING PROPOSED EXISTING NEW 8" DINING FAMILY ROOM NEW 8" BREAKFAST KITCHEN MASONRY WALL MASONRY WALL t F SECTION 4 SECTION 5 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" v apt PQP 1 2 3 4 5 6 7 8 /- If/ 7YZ) a f r ,. v r OWNER: 00 m M M O O O U C7 c CD N Q' r-i JOB TITLE & ^^ADDDRESS: 00 M O cM M W ow Q u Ld QQ x W W w W .' No. 56_ y 36 ' �(e •. STATE OF 'F�ORIDA AL11EN�\`��\ JOSE L.Iw MAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: e • e •••wee u r•e• SCALE: AS SHOWN DRAWN: ID JOB: 270 SHEET: Slm05 OF: SHEETS e •a__ OWNER: O FM JOB TITLE & ��ADDRESS: "G ` V 00 M O � coo � M M ~ w U w w IS N w = r rTl mow/ Ill m z C7 w 0 JOSE L. ODZMAN, P.E. ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: REV#1 03-26-2015: 1 B.D. COMMENTS SCALE: AS SHOWN DRAWN: LIN U JD JOB: 270 SHEET: S1,06 OF: SHEETS TOP OF EXIST. RIDGE NGVD. 23.92' EL. + 1 V-5" r I TOP OF EXIST. TIE —BEAM K B NGVD. 20.75' EL. + 8'-3" I M FINISH FLOOR ELEVATION NGVD. 12.50' EL. + 0'-0"10 FINISH GRADE / e NGVD. 9.58' EL. — 2'-0" Y C � . c ,l. 2 3 4 5 6 7 8 ZONE 4 I ZONE 5 ZONE 4 ZONE 4 ZONE 4 + 38.4 PSF + 40.1 PSF + 40.1 PSF + 38.1 PSF + 40.1 PSF — 41.8 PSF — 53.7 PSF — 43.5 PSF — 41.5 PSF — 43.5 PSF WIND PRESSURE/ FRONT ELEVATION (A) SCALE: 1 /4"=1'—O" ZONE 5 ZONE 4 + 40.1 PSF + 38.4 PSF — 53.7 PSF — 41.8 PSF D E M F 0 ■�I■■1 ►r ZONE 4 ZONE 4 ZONE 4 + 39.1 PSF + 38.4 PSF + 39.1 PSF — 42.5 PSF — 41.8 PSF — 42.5 PSF ZONE 5 ZONE 5 ZONE 5 + 39.1 PSF + 38.4 PSF + 39.1 PSF — 51.6 PSF — 50.0 PSF — 51.6 PSF WINDOWS AND DOORS ARE NOT PART OF THIS PERMIT SHOP DRAWINGS WILL PROVIDED BY WINDOWS COMPANY UNDER SEPARATED PERMIT, EXISTING GARAGE DOOR TO REMAIN FID El El 17 F7 El Flu m 17 EI D El ZONE 4 + 39.5 PSF — 42.8 PSF O 1 2 3 4 5 6 7 g ral D C F 1O Goy lb' 7 1 OWNER: M M (Job O U �1 Or_, �.I con rl N Q JOB TITLE & ADDRESS: `.J m M O ^ M O Ld O Ld I— O rl W W N W co ze au1 g m 2 R Z a W =; 0 u' �olllli� i� Luis .•'• LICFNS,Cc.• _ 21 3g JOSE ❑ No. 56138 TEL: (786) 338-1082 RICARDO N. LOPEZ, P.E ❑ No. 59400 TEL: (786) 200-8836 REVISIONS: • • . •••• ao o a o oosoo• mm • u ®® � u• y 96e u SCALE: AS SHOWN DRAWN: JOB: 270 SHEET: S2,01 OF: SHEETS • • s ua•a• o • ' •eae• • a ose•a •ou•• I e oa i. aaa•u• 0 u i 7 0 _P BI C ri i b D TOP OF EXIST. RIDGE NGVD. 2-' EL. + 11'-5° Lo o BSI:( FINISH FLOOR ELEVATION NGVD. 12.50O EL. + 0'-0" GF#DE / NGV Fl . 58' FI WIND PRESSURE/ RIGHT ELEVATION (B) SCALE: 1 /4"=1'-O" WINDOWS AND DOORS ARE NOT PART OF THIS PERMIT SHOP DRAWINGS WILL PROVIDED BY WINDOWS COMPANY UNDER SEPARATED PERMIT. I_1 I I E IF SCALE: AS SHOWN DRAWN: Ln,JU' 2 3 4 5 6 7 SHEET: S2,02 w. a DER PLANE�Ew =� j. FINAL. PRo\/A,L p 1i�Sll1.�IRC�s t �l► ,�►�+�� DAM u" J TP/ t 10 2015 ,DE COUNTY 0 m