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RC-16-1461 PlansResidence Remodeling for Mr. &Mrs. Doukkah 9400 North Bayshore Drive, Miami Shores, Florida PACHECO - MARTINEZ & ASSOCIATES, LLC RAMON PACHECO, A.I.A. / HECTOR MARTINEZ, A.I.A. AA26002619 / AR0006412 / AR93773 4990 SW 72nd AVENUE, SUITE - 101 MIAMI, FLORIDA 33155 OFFICE: (305) 666-2573 / FAX: (305) 666-3871 E-MAIL: ramon@pachecomartinez.com WEBSITE: www.oachecomartinez.com NO OBJECTION Florida Health Miami -Dade County O.S.T.D.S. & Well Program Application No.: 1gF7i2:4a ;`�� Date: gl i7201G Signature 7 DRAWING INDEX AY 26 ZA LBY• ARCHITECTURAL STRUCTURAL ELECTRICAL PLUMBING A-0 COVER PAGE & INDEX S-1 FOUNDATION & GROUND FLOOR PLAN E-1.1 POWER FIRST FLOOR PLAN P-1.1 PLUMBING FIRST FLOOR PLAN D-1 FIRST FLOOR DEMOLITION PLAN S-2 SECOND FLOOR FRAMING PLAN E-1.2 LIGHTING FIRST FLOOR PLAN P-1.2 PLUMBING SECOND FLOOR PLAN CITY D-2 SECOND FLOOR DEMOLITION PLAN S-3 ROOF FRAMING PLAN E-1.3 POWER SECOND FLOOR PLAN P-1.3 WATER & SANITARY ISOMETRICS A-1 SITE PLAN & NOTES S-4 WIND PRESSURE ELEVATIONS E-1.4 LIGHTING SECOND FLOOR PLAN P-2.0 PLUMBING NOTES, SCHEDULES & DETAILS A-2 FIRST FLOOR PLAN S-5 WIND PRESSURE ELEVATIONS E-2.0 ELECTRICAL NOTES & DETAILS, RISER DIAGRAM COPY A-3 SECOND FLOOR PLAN S-6 STRUCTURAL STAIRS DETAILS E-3.0 ELECTRICAL PANEL, A-4 EAST, WEST & SOUTH ELEVATIONS S-7 STRUCTURAL SECTIONS & DETAILS A-5 NORTH ELEVATIONS AND BUILDING SECTIONS A & B S-8 STRUCTURAL TYPICAL DETAILS MECHANICAL SPECIAL INSPECTOR REQUIRED A-6 BUILDING SECTIONS C, D, E & F S-9 STRUCTURAL NOTES A-7 WALL SECTIONS 1, 2 & 3 M-1.1 MECHANICAL FIRST FLOOR PLAN FO'R THISERYIiT A-8 WALL SECTIONS 4 & 5 M-1.2 MECHANICAL SECOND FLOOR PLAN _....__� A-9 WINDOW &DOOR SCHEDULES, DETAILS M-2.0 MECHANICAL NOTES & SCHEDULES (� ( A-10 ARCHITECTURAL DETAILS M-2.1 MECHANICAL NOTES & DETAILS + "`I /+ :'iH lR, S yll-IAGE P `r STRUCTURAL ENGINEER ROCHELL ENGINEERING ALEXANDER ROCHELL, P.E. 205 SANTILLANE AVENUE CORAL GABLES, FLORIDA 33134 OFFICE: (305) 649-4049 FAX: (305) 649-4149 EMAIL: alex@structuralpartners.com M.E.P. ENGINEERING ARPE ENGINEERING, INC. AMARILIS RODRIGUEZ, P.E. 2655 LE JEUNE ROAD, SUITE - 1 109 CORAL GABLES, FLORIDA 33134 OFFICE: (305) 444-9809 FAX: (305) 444-9827 E-MAIL: amarilis@arpe-eng.com WEB PAGE: www.arpe-eng.com APPROVED ZONIN;, 4al- STRUCTURAL EL ECi MCAL rLU ;BY DATE 4 9Nla t DEMOLITION WALL LEGEND. EXISTING BUILDING ELEMENTS TO REMAIN. FIRST FLOOR DEMOLITION PLAN SCALE 1 /4" = U-0" DEMOLITION NOTES NOTE: ANY INTERIOR WALL OR PARTITION THAT APPEARS TO BE STRUCTURAL (ROOF SUPPORTING) DO NOT REMOVE WITHOUT CONSULTING ARCHITECT AND STRUCTURAL ENGINEER. OREMOVE INTERIOR PARTITION, COMPLETE WITH ALL FRAMING AND ANCHORS. LEAVE ADJACENT SURFACES READY TO RECEIVE THE NEW WORK. OREMOVE WOOD SWING DOOR AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK. OSAW -CUT NEW OPENING IN EXISTING C.M.U. WALL REMOVE BLOCK, COMPLETE, AND PREPARE OPENING TO RECEIVE NEW DOOR OR WINDOW. OREMOVE WINDOW AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK. OREMOVE DOOR AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE, LEAVE OPENING READY TO RECEIVE THE NEW WORK. OREMOVE PLANTER WALL, COMPLETE WITH FOUNDATION AND ANCHORS. LEAVE ADJACENT SURFACES READY TO RECEIVE THE NEW WORK. OREMOVE ALL EQUIPMENT, HARDWARE, PIPES AND OTHER APPURTENANCES, REMOVE EXISTING SLAB AND PREPARE ADJACENT SURFACES TO RECEIVE THE NEW WORK. CAP ANY UTILITIES NOT TO BE REUSED, CONCEALED WITHIN WALL OR BELOW SLAB. OREMOVE SCREEN ENCLOSURE WALL AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. OREMOVE WOOD STAIRS AND RAILING, COMPLETE WITH ALL BLOCKING, AND ANCHORS. LEAVE AREA READY TO RECEIVE THE NEW WORK. DEMOLISH KITCHEN: REMOVE ALL EXISTING CABINETS, COUNTERS, APPLIANCES, AND 10 EQUIPMENT, COMPLETE. REMOVE ALL ANCHORS, FRAMING, AND FINISHES NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. CAP ALL UTILITIES NOT TO BE REUSED, CONCEALED. LEAVE SURFACES READY TO RECEIVE THE NEW WORK. 11 REMOVE EXISTING SHELVING AND/OR BUILT-IN CABINETS, COMPLETE. 12 DEMOLISH BATHROOM: REMOVE ALL PLUMBING FIXTURES, HARDWARE, TILE FINISH, SHOWER PAN, AND OTHER APPURTENANCES, COMPLETE. REPAIR ANY DAMAGE TO EXISTING SLAB AND PREPARE ADJACENT SURFACES TO RECEIVE THE NEW WORK. CAP ANY UTILITIES NOT TO BE REUSED, CONCEALED WITHIN WALL OR BELOW SLAB. 13 REMOVE EXISTING FLOORING. LEAVE AREA READY TO RECEIVE THE NEW WORK. OREMOVE EXISTING COVERED TERRACE COLUMNS, CEILING, COMPLETE WITH ALL 14 BLOCKING, ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. 15 REMOVE EXISTING CONCRETE STEPS & WALKWAY, COMPLETE WITH ALL BLOCKING ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. 16 REMOVE EXISTING METAL RAILING, COMPLETE WITH ALL BLOCKING, ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK., 17 REMOVE EXISTING TILE ROOF, COMPLETE WITH ALL BLOCKING, ANCHORS . LEAVE AREA READY TO RECEIVE THE NEW WORK.. 18 REMOVE EXISTING CONCRETE DRIVEWAY. GENERAL DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. G.C. IS RESPONSIBLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB. 3. G.C. IS RESPONSIBLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION. 4, IN THE EVENT THAT ANY DISCREPANCIES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGIN. 6. ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF. 7. G.C. IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES, OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL. 8. G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9. G.C. IS RESPONSIBLE FOR PATCHING UP ANY AREAS DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT. N I 10. G.C. IS RESPONSIBLE FOR PROVIDING AN ASBESTOS REPORT PRIOR TO THE REMOVAL OF ANY MATERIALS. w U N�00 Z J b, c M .p LLJ Q LL_ `O rV Q Q O U � w ® Q co L Q o N ®�04 oN10 U O CN w W Q < Q O CO 2 Cq F U O Cr ^ 1..� Cr d' Architect Is the author and owner of all drawings and specifications and other documents, including those in electronic form, prepared by the Architect and the Architects consultant and the Architect shall retain all common law, statutory and other reserved rights, including copy rights for this project. The owner end/or others shall not use the Architects drawings and specifications on other projects. Uj U Z Uj v LLJ 0 O z w� X X LLJ ■ J U w O IL O \ / w00 O Y >_� C w d z J n C� C 2 Q vj nc_u a m ry U G C Or z— w O Q L P 2 to l 0 � <<<< 'a) O � m N � 3 � U (D O U N O Q EXISTING BUILDING ELEMENTS TO BE REMOVED. I I. G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. sheet no. A D-1 1 of DEMOLITION WALL LEGEND. EXISTING BUILDING ELEMENTS TO REMAIN. EXISTING BUILDING ELEMENTS TO BE REMOVED. SECOND FLOOR DEMOLITION PLAN SCALE 1 /4" = V-0" N DEMOLITION NOTES NOTE: ANY INTERIOR WALL OR PARTITION THAT APPEARS TO BE STRUCTURAL (ROOF SUPPORTING) DO NOT REMOVE WITHOUT CONSULTING ARCHITECT AND STRUCTURAL ENGINEER. REMOVE INTERIOR PARTITION, COMPLETE WITH ALL FRAMING AND ANCHORS. LEAVE ADJACENT SURFACES READY TO RECEIVE THE NEW WORK. OREMOVE WOOD SWING DOOR AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK. OSAW -CUT NEW OPENING IN EXISTING C.M.U. WALL REMOVE BLOCK, COMPLETE, AND PREPARE OPENING TO RECEIVE NEW DOOR OR WINDOW. OREMOVE WINDOW AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK. OREMOVE DOOR AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK. OREMOVE PLANTER WALL, COMPLETE WITH FOUNDATION AND ANCHORS. LEAVE ADJACENT SURFACES READY TO RECEIVE THE NEW WORK. OREMOVE ALL EQUIPMENT, HARDWARE, PIPES AND OTHER APPURTENANCES. REMOVE EXISTING SLAB AND PREPARE ADJACENT SURFACES TO RECEIVE THE NEW WORK. CAP ANY UTILITIES NOT TO BE REUSED, CONCEALED WITHIN WALL OR BELOW SLAB. OREMOVE SCREEN ENCLOSURE WALL AND FRAME, COMPLETE WITH ALL BLOCKING, ANCHORS AND HARDWARE. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. OREMOVE WOOD STAIRS AND RAILING, COMPLETE WITH ALL BLOCKING, AND ANCHORS. LEAVE AREA READY TO RECEIVE THE NEW WORK. DEMOLISH KITCHEN: REMOVE ALL EXISTING CABINETS, COUNTERS, APPLIANCES, AND 10 EQUIPMENT, COMPLETE. REMOVE ALL ANCHORS, FRAMING, AND FINISHES NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. CAP ALL UTILITIES NOT TO BE REUSED, CONCEALED. LEAVE SURFACES READY TO RECEIVE THE NEW WORK. 11 REMOVE EXISTING SHELVING AND/OR BUILT-IN CABINETS, COMPLETE. 12 DEMOLISH BATHROOM: REMOVE ALL PLUMBING FIXTURES, HARDWARE, TILE FINISH, SHOWER PAN, AND OTHER APPURTENANCES, COMPLETE. REPAIR ANY DAMAGE TO EXISTING SLAB AND PREPARE ADJACENT SURFACES TO RECEIVE THE NEW WORK. CAP ANY UTILITIES NOT TO BE REUSED, CONCEALED WITHIN WALL OR BELOW SLAB. 13 REMOVE EXISTING FLOORING. LEAVE AREA READY TO RECEIVE THE NEW WORK. OREMOVE EXISTING COVERED TERRACE COLUMNS, CEILING, COMPLETE WITH ALL 14 BLOCKING, ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. 15 REMOVE EXISTING CONCRETE STEPS & WALKWAY, COMPLETE WITH ALL BLOCKING, ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. 16 REMOVE EXISTING METAL RAILING, COMPLETE WITH ALL BLOCKING, ANCHORS. LEAVE OPENING READY TO RECEIVE THE NEW WORK.. 17 REMOVE EXISTING TILE ROOF, COMPLETE WITH ALL BLOCKING, ANCHORS. LEAVE AREA READY TO RECEIVE THE NEW WORK., GENERAL DEMOLITION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. G.C. IS RESPONSIBLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB. 3. G.C. IS RESPONSIBLE FOR PROVIDING BARRICADES TO STOP - ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION. 4. IN THE EVENT THAT ANY DISCREPANCIES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGIN. 6. ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF. 7. G.C. IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES, OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL. 8. G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9. G.C. IS RESPONSIBLE FOR PATCHING UP ANY AREAS DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT. 10. G.C. IS RESPONSIBLE FOR PROVIDING AN ASBESTOS REPORT PRIOR TO THE REMOVAL OF ANY MATERIALS. G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK Uj � , 00 z co w QU_� F— N Q CDry /Q Ur IL ® O N Q oN LLJ t w ,o O On N U O N w / Q L0 O W Q - M C CV i- U Q O a 1..1..E 0� Architect is the author and owner of all drawings and specifications and other documents, Including those in electronic form, prepared by the Architect and the Architect's consultant and the Architect shall retain all common law, statutory and other reserved rights° including copy rights for this protect. The owner and/or others shall not use the Architect's drawings and specifications on other projects. w U z w v I LU Z IL O N Z w X w U w t� J O 111w coco 0 J > G 0� < n 7D �O o C� 5 w O 5 n K � O n L, I'J o z o Q aaaa C O ��aaaa r N C6 ) $0 O U N N -0 U ° CZ sheet no. D-2 2 of GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY GOVERNMENTAL AGENCIES NECESSARY IN ORDER TO ESTABLISH ANY UTILITY EASEMENTS OR LINES PRESENT WITHIN THE PROPERTY PRIOR TO 43, DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. PERFORMING ANY WORK. 44. ASSURE THAT ALL FIREPLACE DAMPERS ARE TIGHTLY CLOSED. 2. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED (U.O.N.) 45. INSURE THAT THERE IS NO DUCT LEAKAGE. 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL HAVE A MINIMUM YIELD STRENGTH 46. KEEP ALL DUCTWORK SEPARATE FROM ALL OTHER DUCTWORK, ATTIC INSULATION, AND BUILDING OF 60 000 PSI GRADE 60 AND MEET ASTM A36 SPECS. CONSTRUCTION MATERIALS. 4. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 36,000 PSI, AND MEET ASTM 47. SLABS OVER CRAW LSPACES, UNCONDITIONED SPACES SHALL BE SEALED AND INSULATED A36 $WCS. UNDERNEATH. 5. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS MUST FOLLOW THE ACI 48. MAINTAIN CONDITIONS IN ATTIC SUCH THAT THE DEW POINT OF THE ATTIC AIR IS HIGHER THAN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", (U.O.N.). SKIN TEMPERATURE OF THE DUCTWORK AT ALLTIMES. 6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH THE ARCHITECTURAL, A/C, ELECTRICAL 49. EXTERIOR AND ADJACENT WALLS SHALL BE SEALED AT THE FOLLOWING LOCATIONS AS PER FLORIDA AND MECHANICAL DRAWINGS., TO LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED BUILDING CODE, LATEST EDITION. SLABS, BOLTS, CURBS, ETC. 1.1. BETWEEN WINDOWS AND DOORS AND THEIR FRAMES, 1.2. BETWEEN WINDOWS AND DOOR FRAMES AND THE SURROUNDING WALL, 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI301 ETC. "SPECIFICATIONS FOR 1.3. BETWEEN THE FOUNDATION AND WALL ASSEMBLY SILL -PLATES, STRUCTURAL CONCRETE FOR BUILDINGS." 1.4. JOINTS BETWEEN EXTERIOR WALL PANELS AT CHANGES IN PLANE, SUCH AS WITH EXTERIOR SHEATHING AT CORNERS AND CHANGES IN ORIENTATION. 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 RECOMMENDED PRACTICE 1.5. OPENINGS AND CRACKS AROUND ALL PENETRATIONS THROUGH THE WALL ENVELOPE SUCH AS FOR CONCRETE FORMWORK:' UTILITY SERVICES AND PLUMBING, 1.6. BETWEEN THE WALL PANELS AND TOP AND BOTTOM PLATES IN EXTERIOR AND ADJACENT 9. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. WALLS. IN FRAME CONSTRUCTION, THE CRACK BETWEEN EXTERIOR AND ADJACENT WALL BOTTOM PLATES AND FLOORS SHALL BE SEALED WITH CAULKING OR GASKET MATERIAL 10. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, SIZE AND QUANTITY OF REBARS GYPSUM BOARD OR OTHER WALL PANELING ON THE INTERIOR SURFACE OF EXTERIOR AND ARE AS PER STRUCTURAL DRAWINGS, SCHEDULES. ADJACENT WALL SHALL BE SEALED TO THE FLOOR, AND (WHEN APPLICABLE) 1.7. BETWEEN WALLS AND FLOOR WHERE THE FLOOR PENETRATES THE WALL 11. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP DRAWINGS APPROVAL 50. ARCHITECT'S SPECIFICATIONS SHALL BECOME PART OF THE CONSTRUCTION DOCUMENTS. 12. WINDOW & DOOR MANUFACTURER TO VERIFY ALL WINDOW & DOOR OPENINGS AT ON SITE PRIOR TO PRODUCING SHOP DRAWINGS AND INSTALLATION. 51. COORDINATE WITH THE ARCHITECT ALL A/C DUCTWORK LOCATION AND SIZES PRIOR TO FORMING CONCRETE BEAMS. CONSULT ARCHITECT, STRUCTURAL AND MECHANICAL ENGINEER IN THE EVENT OF ANY 13. ARCHITECT, INTERIOR DESIGNER AND ENGINEER'S VISITS TO THE SITE DURING CONSTRUCTION SHALL DISCREPANCIES. SUBMIT TRUSS SHOP DRAWINGS TO THE ARCHITECT, STRUCTURAL & H.V.A.C. ENGINEER FOR BE SCHEDULED WITH CONTRACTOR BEFORE COMMENCING OF WORK AND DURING REVIEW APPROVAL PRIOR TO TRUSS PERMIT AND FABRICATION. DUETO TIGHT CONDITIONS AT SOME CONSTRUCTION. SITE VISITS SHALL BE COORDINATED AT LEAST 48 HOURS IN ADVANCE PRIOR TO PORTIONS OF THE ROOF, LINEAR DIFFUSERS MAY BE REPLACED FOR CONVENTIONAL DIFFUSERS AS INSPECTION. APPROVED BY THE ARCHITECT & ENGINEER. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT & ENGINEER ON SITE BEFORE ORDERING A/C DIFFUSERS. 14. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT OR OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN 52 THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE MECHANICAL WORK SHALL BE COORDINATED WITH ALL FIELD CONDITIONS AND OTHER TRADES IN ORDER TO AVOID INTERFERENCE WITH PLUMBING, AIR INTERPRETATION OR DECISION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DO CONDITIONING AND STRUCTURAL ELEMENTS. NOT SCALE DRAWINGS, DIMENSIONS GOVERN. FIRE RATING DESCRIPTION FIRE -RATED PARTITION ASSEMBLY U.L. #U465 No. 25 CHANNEL SHAPED STUDS AT 16" O.C. WITH ONE FULL LENGTH LAYER OF 5/8" TYPICAL'%" GYPSUM BOARD APPLIED VERTICAL. ATTACHED WITH 1" LONG No.6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8" O.C. AROUND PERIMETER AND 12" O.C. ON INTERMEDIATE STUDS. FIRE -RATED CEILING ASSEMBLY U.L. #L528 METAL CHANNELS AT 16" O.C. ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD, CEMENT -COATED OR RING SHANKED NAILS 6" O.C. W/BUTT & SIDE JOINTS STAGGERED, PAPER TAPE EMBEDDED OVER JOINTS AND EXPOSED NAIL HEADS COVERED WITH COMPOUND. INTERIOR BEARING PARTITION ASSEMBLY U.L. #U465 1 HOUR FIRE RATED 2"x4" OR 2"M" STUDS AT 16" O.C. WITH ONE LAYER 5/8" TYPE W, GYPSUM BOARD EACH SIDE APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 16d COOLER NAILS 7' O.C. WITH END JOINTS ON NAILING MEMBERS. PROVIDE 2"x4" OR 2N6" DOUBLE TOP PLATE AND BASE PLATE SECURED TO FOUNDATION. PROVIDE TWO ROWS BLOCKING AT 40" O.C. TYPICAL NON -BEARING PARTITION No. 25 Ga. CHANNEL SHAPED STUDS AT 24" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE. (16" O.C. AT WET AREAS.) FLORIDA BUILDING CODE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE RESIDENTIAL AND EXISTING BUILDING 2014 AND ANY OTHER LOCAL CODES AND REGULATIONS. THE CONTRACTOR SHALL PRODUCE AND INSTALL ALL WORK IN STRICT COMPLIANCE WITH THE DRAWINGS, AND IN FULL COMPLIANCE WITH ALL GOVERNING CODES AND REGULATIONS AT NO EXTRA CHARGE TO THE OWNER. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT KNOWINGLY PROCEED WITH ANY WORK NOT IN CONFORMANCE WITH THE PLANS, GOVERNING CODES AND REGULATIONS. A 1 15. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE / 3.87' ARCHITECT, OWNER OR DESIGNER. Ir 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE"FLORIDA ^ BUILDING CODE" (FBC-RESIDENTIAL 2010). ALL LOCAL CODES SHALL PREVAIL. 48-8 , 17. THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION OF THESE PLANS BY EXISTING LOW OTHERS, THE REVIEW AND APPROVAL OF SHOP DRAWINGS OR PRODUCT CONTROL APPROVAL BY P ' OTHERS. WALL &PIERS TO REMAIN (TYP,I - - 18. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO - - HIM FOR INSTALLATION. - I \`'- - I - - - 19. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER. 20. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS EXISTING APPROACH TO REMAIN OF CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. I , al 21. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER / ARCHITECT 1 LU ENGINEER. LU SITE NOTES 1. ALL RAIN WATER SHALL BE RETAINED WITHIN PROPERTY. 2. LANDSCAPING SHALL COMPLY WITH ALL LANDSCAPING REGULATIONS AS REQUIRED BY THE VILLAGE OF MIAMI SHORES. 3. ALL AREAS MARKED "I OD"TO BE SODDED PER LANDSCAPING PLANS. 4. APPROVED NUMBER OR ADDRESS SHALL BE PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AS PER F.B.C. R. 2010 -SECTION 321. ZONING CLASIFICATION GROUP SFR, SINGLE FAMILY RESIDENTIAL BUILDING TYPE OF CONTRUCTION: TYPE III LEVEL OF ALTERATION: LEVEL 3 NUMBER OF STORIES: TWO (2) BUILDING HEIGHT: 244' LEGAL DESCRIPTION LOT 13 OF SUBDIVISION MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA NEW ABOV1p, --PL_-__ z.Z i GROUND SWALE F GASTANKEW CONIC AVERS LA-R$ .yV JJ. =9- bbN inoz-; QO¢ n- am 22. THEPARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND ; t~ - I - --- ors Lp WORKMANSHIP THAT DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. 23. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS I EXISTING GATE THROUGHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS I � GATE -SUBMIT JOB. I W r SHOP DRAWINGS FOR APPROVAL. Z 2s-a' ❑ I 24. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON I I � � COMPLETION OF THE WORK AS A CONDITION OF ACCEPTANCE. FRONT SETBACK 25-6" EXISTING BUILDING SETBACK I , , ❑ 25. CLEANING AND DEBRIS REMOVAL -THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST, ALL I I GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE PL , " ❑ CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION I ;` ,;>: `' I ❑ PROGRESS. LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED '"Now CONTAINERS. NEW SMOOTH STUCCO FINISH OVER EXISTING I I ` \ ❑ EXISTING SOD U M. O 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND BRICK PIER BEYOND TTYP.) - - - - FOR THE SEQUENCES AND PROCEDURES TO BE USED. I i PLANTER TO PLANTER - ! REMAIN 27. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE - REMAIN NEW CAP MOULDING RYP.) I w 9 •.. Q INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST INFORM THE Z ARCHITECT BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING R=25\ EXISTING CONIC O FIXTURES EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL/ ELECTRICAL PLANS TO I \ PAVERS TOREMAIN Cu ACCOMMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE X OWNER AND APPROVED BY THE ARCHITECT / ENGINEER. NEW SMOOTH STUCCO \ '� u NEW ALUMINUM i l PL FINISH OVER EXISTING GATE-SUBMIT SHOP DRAWINGS a 28. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDRIONAL DETAILS PL BRICK LOW WALL (TYPFOR APPROVAL. 40WHICH ARE INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND .) COMPLETION OF THE CONSTRUCTION. EXTEND FINISH 8"-12 MINIMUM I N 29. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO BELOW GRADE `.� � �� PL w EXECUTE THE CONSTRUCTION OF THIS JOB. NEW ` EXISTING STUCCO FINISH IERS AND LOW 12-747N(PI lis'I/ ' 30. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT SHALL ISSUE THE CONTRACTOR A "PUNCHLIST," INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL / / EXISTING FOUNDATION I WALL [TYP.) MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 CALENDAR WORKING \/ i 4.15' �- DAYS. r _ - NORTH ggYSHpR / \ 31. ANY OMISSION OF EQUIPMENT INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED BY - E DRIVE CONTRACTOR UPON NOTIFICATION BY ARCHITECT/ENGINEER/OWNER. /\\ -- - SITE PLAN 32. ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS JOB THAT MAY BE INVOLUNTARY \ N UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE AND NOT SPECIFIED IN THESE "GENERAL \ / - -- _ _ _ SCALE: I" = 10' NOTES" AND OR ARCHITECT's SPECIFICATIONS' ARE THE CONTRACTOR'S SOLE RESPONSIBILITY. 33. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ ENGINEER & BUILDING DEPARTMENT ALL REQUIRED-NO-OBJECTION NO OB 1 C^TI ON SHOP DRAWINGS NECESSARY FOR REVIEW AND APPROVAL AS REQUIRED. -- -- _ _ ly- 4.U�y1 C V I V LOW WALL SECTION _ Florida Health Miami -Da -de -County 34. ALL GLASS SHOWER AND TUB ENCLOSURES SHALL BE RECEIVE CATEGORY II -SAFETY GLAZING. O•S•T D.S. & Well Program SCALE: 3/4" = 1'-0" - 35. ALL FIXED GLASS SHALL BE 1/4" THICK, TEMPERED (U.O.N.). Application NO.: Date: '7/15/2a1� 36. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, WALL CHASES, CAVITIES AND Signature BETWEEN CONDITIONED AND UNCONDITIONED ATTIC SPACE IS STOPPED. NEW ROLLING GATE, PROVIDE SHOP DRAWING FOR APPROVAL A- 37. USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM THE ATTIC DRYWALL SO THAT COLD AIR DOES NOT GET INTO THE ATTIC. 38. ALL DIFFUSERS AND GRILLS SHALL HAVE GASKETTS AND THE FIBERGLASS BOOT CONNECTIONS SHALL l 1 BE TIGHT IN ORDER TO PREVENT COLD AIR TO LEAK OUT THROUGHT THE DRYWALL OPENINGS -1 ALLOWING CONDENSATION TO FORM. 39. DRAFT STOPS SHALL BE SEALED AROUND PIPES AND CONDUITS AT THE TOPS OF ALL INTERIOR PARTITION WALLS SO THAT AIR CANNOT PENETRATE DOWN INTO THE WALLS. 40. SEAL ALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS FROM OUTSIDE AIR. 41. PROVIDE THE ABSOLUTE MINIMUM ATTIC VENTILATION, LOCATE THE NECESSARY SOFFIT VENTS ON THE EXPOSURE AWAY FROM THE LOCAL PREVAILING BREEZE. NEW SMOOTH STUCCO FINISH OVER 42. INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTES AND INSTALLED WITHOUT GAPS OR IN EXISTING BRICK VENEER (TYP.) CONTACT WITH SURFACES THAT TRANSFER AIR. NEW SMOOTH STUCCO FINISH OVER EXISTING BRICK VENEER (TYP.) PRIVACY WALL SIDE (SOUTH) ELEVATION SCALE 3/16 = 1'-0" NEW SMOOTH STUCCO FINISH OVER EXISTING BRICK VENEER (TYP.) AREA COMPUTATIONS FOR MIAMI SHORES VILLAGE LOT AREA: 10,798 SQ. FT. (0.248 Acres) EXISTING FOOTPRINT: 3,218 SO. FT. NEW FOOT PRINT: 3,218 SQ. FT. F.A.R. EXISTING NEW FIRST FLOOR HVAC: 2,661 SQ. FT. 2,661 SQ. FT. SECOND FLOOR HVAC: 1,951 SQ. FT. 1,951 SQ. FT. TOTAL F.A.R.: 4,612 SQ. FT. 4,612 SQ. FT. EXISTING FAR TO REMAIN, NO ADDITIONAL SQUARE FOOTAGE ADDED REAR YARD OPEN AREA EXISTING NEW REAR YARD AREA 1,807 SQ. FT. 1,807 SQ. FT. OPEN REAR YARD AREA (56%) 1,018 SQ. FT. 1,018 SQ. FT. AREAS FIRST FLOOR HVAC: 2,661 SQ. FT. SECOND FLOOR HVAC: 1,951 SQ. FT. COVERED ENTRY 108 SQ. FT. COVERED TERRACE 372 SQ. FT. GARAGE 557 SQ. FT. TOTAL GROSS AREA PROVIDED: 5,649 SQ. FT. SETBACKS: REQUIRED PROVIDED FRONT SETBACK 25-0" 25-6" EXIST. SIDE STREET SETBACK 25-0" 19'-11" EXIST. SIDE SETBACK 10'-0" 17-8.5" EXIST. REAR SETBACK 15'-0" 15'-0" EXIST. POOL DECK SIDE SETBACK 10'-0" 6'-6' EXIST. POOL DECK REAR SETBACK 5-0" 6-9" EXIST. SCOPE OF WORK T EXTERIOR ITEMS 1. NEW POOL DECKEXTENSION AND B.B.Q. AREA. 2. REFINISH EXISTING POOL DECK AND SWIMMING POOL. 3. NEW OUTDOOR SHOWER AND STEPS LEADING INTO THE NEW POOL BATH. aG SETI ACK 4. PRIVACY WALL BRICK VENEER TO BE REPLACED BY SMOOTH STUCCO FINISH. FIRST FLOOR ITEMS 1. RELOCATION OF MAIN ENTRY DOOR TO STAIRS FOYER. K 2. REMOVAL AND REPLACEMENT OF EXISTING STAIR. 3. EXISTING KITCHEN AREA TO BE CONVERTED INTO A LAUNDRY, GYM AND POOL BATH AREA. 4. EXISTING LAUNDRY AREA TO BE CONVERTED INTO A BATHROOM, A/C CLOSET AND POWDER AREA. 5. EXISTING DEN AREA TO BE CONVERTED INTO A LIBRARY. 6. EXISTING DINING ROOM TO BE CONVERTED INTO A KITCHEN AREA WITH ISLAND. 7. EXISTING GUEST BEDROOM, GUEST BATH AND FAMILY ROOM TO BE CONVERTED INTO A GREAT ROOM SECOND FLOOR ITEMS 1. EXISTING MASTER BEDROOM SUITE TO THE SOUTH BE CONVERTED INTO TWO SEPARATE BEDROOMS WITH BATHS AND CLOSETS. 2. EXISTING TWIN BEDROOMS TO THE NORTH TO BE CONVERTED INTO A MASTER BEDROOM SUITE WITH MASTER BATH AND WALK IN CLOSETS. K OTHER 1. REMOVE AND REPLACE PLUMBING SYSTEMS AS REQUIRED BASED ON NEW LAYOUT. d 2. REMOVE AND REPLACE MECHANICAL SYSTEMS AS REQUIRED BASED ON NEW LAYOUT. rn 3. NEW ABOVE GROUND PROPANE GAS TANK. 4. NEW WATER FILTRATION SYSTEM AT GARAGE. 4.47' = / N VICINITY MAP 1 l SCALE: NTS PRIVACY WALL FRONT (EAST) ELEVATION SCALE 3/6' = 1'-0" 1 00 Z J 0, � M CO N LLJ Q J L� 10 O ^�^ I..L Q Q O Q U 'gym Q o L'I Q O` p LU = N p06 0N,O U 10 04 > Q L0 W Q-6o C N F- U Q V) o O. CL o Architect is the author and owner of all drawings and specltications and other documents, Including those in electronic fans, prepared by the Architect and the Architects consudont and the Architect shot retail all canYnon law. Statutory and other reserved rights, including copy rights for this project. The owner and/or others shol not use the Architects drawings and specifications on other projects. LU U Z LU 0 C/o) NLU O �••� Z ]L W J 0 < Ur LLJ tj x0 LL 0 m w LLI Cie O IO O OH � LLJ Q z ? a � ...... . . ...... ..... • c• U • •••••• U 00 a 0 C ai U m N 3 0 U N 0 sheet no. A-1.0 1 of --------------------------------------------------------------------- 0 0 0 8" 25'-&" PROVIDE 5'-0" HIGH ENCLOSURE TO SCREEN 48'-B" PROVIDED (10'-0" MIN. SIDE SETBACK) FROM VIEW 120 GAL. PROPANE GAS TANK EXISTING 4'-0" HIGH SELF ON CONC. PAD COORDINATE CLOSINGS EXACT LOCATION W/ UTILITY COMPANY EXISTING WALKWAY TO REMAIN NEW HVAC - COMP, --� E ELECTRICAL METER & MAIN _ DISCONNECT I i` LEI / zo ry...: PANEL A PANEL B ' ELECTRICAL PANELS ' GAS WATER HEATER I 25'-0" to WATER FILTRATION SYSTEM - ' EXISTING OVERHEAD DOOR TO REMAIN ' TWO -CAR GARAGE i UP ' CLOSET DOOR AS PER M E P SPECIFICATIONS 1 1 31 �_1„ 24'_4• 11 I ❑ I11�I11� NEW CON. STEPS 2,a, CNEW C NC. 40 01 ol ERS 1 d I' 1 / LIND 00 H WERW II REF_ TREN H DRAI , , A p L ISTI S IM G 00 TO M DECK d SI D / ,I fll 111 I j HOWER F.0 1I 109 SERVICE GALLERY -- SOUND INSULATION (TYP.) T.1 11 STACKED 11 WF{SHER BASE & UPPER GA$ DRYE CABINET (TYP.) PANTRY _BASE & UPPER CABINET (TYP.) j KITCHEN OO 1 GAS STOVE 6" HIGH ISLAN BY CABINET On MANUFACTURE OO I WARM., I I DRAW,: � WARM., 15- DRAW,: _ ------' - log LAUNDRY ;I I uP SINK 11 -----------------------�- ----- I ' VANITY SINK VANITY SINK &MIRROR 122 & MIRROR 7"I E N WINE : I ' toi IN -SHELVES SOFFIT ABOVE COOL.:: I' ' - ® a® m F�j — 1• I, CAT. II SAFETY LASS ENCLOSU B 1 T 2° 6'-0 5'-0 (y' 1'_6 8,�. 5,-0• 1'-10" 0' 9'_5" cv 2�. q., • — - — • — - — - — - — • — • — — - — - — - — • — • — • — • — • — J�li- — - — - — • — • — •� _ — i •�--- - 105 106 10 4" U LINEN 10 II ' OWER POW ER VESTIBULE 1 r ' LIBRARY I � I I GALLERY ' o BATH SOUND FILES INSULATION (TYP.) 10 ' 104 I FOYER r♦-----,, ` s ;; U EQUAL EG1 -6� ! i I x. I is l`♦ ATTIC ACCESS, 6" I ' I :: % ♦♦ DETAIL 12/A-10 I IV---- LINE OF L ---- -- 'BALCONY ABOVE sPUTHVAc LIBRARY MEDIA ROOM _ I I I 1 ^- - - - - - - - - - - - - - - ---- ----y-^� 1 ' — UNIT ABOVE CID I COVERED I I I 1 __ II 1 --- ENTRY I I I ai,L 8' 2" - - --4'=O-- Jul 8 r 4-i 20 T 8 II I I IF- _ _+I- II ___ ____ II I t 11 r------ �I I I• II I Zan I Saft .&R. C — —an ----- ---• ---- I ------------- I — — L I UP 'll II I I I� 'I I'1 I , I ZV I 1 I � I � I � I ♦ N. I \I I \ f ♦ I I AN I ,I II I 1 :LOFT � - --- ------- note I,I II I I __ I I I 11 I1_ I I _ ENTRY 1 EGRESS aft _COURTTY RD- I i 1 STAIRaft I : I aft aft aft 1 1 • _ 1 ' I I , 11 = IlYilll 1 DN. I I � allop ( I 1 I I 1 1 ` — — — — — — — — — — — — — — I i I II L- I I11 I II 1 EXISTING LOW WALL AND PIERS TO RECEIVE NEW FINISH (TYP.) ----------------------- I I I J EXISTING EQUIPME REMAIN 18" HIGH ' LOW WALL v1 21 '-9-1 8" f ---------------------------- NEW STEEL COLUMN A� j DRAWINGS ORAL I TOP OF EXIST, FLOOR SLAB :0 1 EL= 0'-0" (+7.86' N.G.V.D.) 2- a I I I 1 C ' I I I I 1 I El E E � I GREAT ROOM I 4 1 I F—IFE I 23'-7" I I I I I I I I ' ' — I I I I I I 1 - 1 m 1 I I ; EW PAVERS L] 11 I I I � I I I I I I , I I ��C I I I ' 1 11 i I ' I I 1 I ; _ _ I SOFFIT ABOVE --- — we J NEW STEPS 00 N W U N Lo 00 z J a M M .p LU Q ^^' I... Q "I Q LO O Q U ' 1 5 O -O M cn O` UJ = j CV OQ w CN 0 N U 0> N LO w �Q �") O M C N U N QO ON, ^ I..L ON, Architects the author and owner of all drawings and specillcotiom and other documents, Including those in electronic form, prepared by the Architect and the Architect's consultant and the Archtect shop retain all common law, statutory and A other reserved rights, Including copy rights for this project. The owner and/or others shall not use the Archhecfs A-5 drawings and specifications on other ,I projects. LU U Z LU _ B Q � I LU Z , V O Ilia LLJ he 0 O Ow C00:1 D— M Q ` ' � < owe o z Cie LIJ O � OQO A-6 0 m WOw O In O Q z� W CDz Q P • o of •... •...•• `1 n �a 0•Y. c c: N y•• ••u• • e ••� 0 0 ��aaaa � N CJ O O � C N � -0 C U 70 .j -0 U Q sheet no. A-2.0 2 of As --------- MIA Dl D2 E nFb II r r i II I r r II I r r II I r 11 I r rr r D 1 � E AF6 A-G A-6 A-6 SECOND FLOOR PLAN SCALE 1 /4" = V-0" REFERENCE ® EXISTING CONSTRUCTION TO REMAIN ® NEW CONSTRUCTION 0 NOTE: ALL GLASS WINDOWS/DOORS SHALL RECEIVE IMPACT -RESISTANT GLASS AND SHALL COMPLY W/ ENERGY CALCULATIONS. NOTE: COORDINATE ALL MASONRY OPENINGS FOR WINDOWS & DOORS WITH WINDOW & DOOR MANUFACTURER PRIOR TO TIE BEAM AND BLOCK ERECTION. N W N , 00 Z —J o. cCi M 'o LN Q � -0 ^� I.L Q NQO Q Q w�" a�� N a `4 LU = DO N OQ OV O NO U 04'� N Q C) LU Q Q p O cV) 2 N U Qa r v Architect is the author and owner of all drawings and specifications and other documents, Including those In electronic form, prepared by the Architect and the Architects consultant and the Architect shall retain all common law, statutory and other reserved rights, Including copy rights for this project, The owner and/or others shall not use the Architect's cirowirgs and specifications on alter projects, w U z w 0 (/o) UJ ry \/ W LU Q 0� 0 S O r� m O x� r— 0 0 CZ-) z< C> Q a � 0 O �aaaa 0 O NL aJ a S 2 NZ U U 8 Cn / sheet no. q , A-3.0 �' 3 of 'v v N WEST (REAR SCALE 1 /4" = 1'-0" ELEVATION TOP OF TIE BEAM EL=+17'-4" TOP OF FIRST FLOOR SLAB EL =+6.74' NGVD FINISH LEGEND O EXISTING FLAT CEMENT TILE ROOF (TYP.) O EXISTING WOOD FASCIA O EXISTING SMOOTH STUCCO FINISH (TYP.) OEXISTING IMPACT RESISTANT WINDOW & DOORS O EXISTING LIGHT FIXTURE EXISTING ALUMINUM TUBULAR RAILING TO O REJECT A 4" 0 SPHERE Oj NEW "RESYSTA" SIDING O EXISTING METAL CANOPY Oy INTENTIONALLY OMITTED 10 OUTDOOR COLUMN SHOWER HEAD TO BE SELECTED BY OWNER II EXISTING WALL MOUNTED RETRACTABLE AWNING LU ^-00 z J b, CM .p H Q LL 0 ^� I..L Q N Q O Q U Z cz N Q �w .p l= N 0 OV X O `n 10 U10Ljj> (N Q O w Q Q ( = N ~ U Ln Qa, Archisect is the author and owner of dl drawings and specifications and other documents, including those in electronic fan prepared by the Architect and the Architect's consultant and the Architect shall retain all common law, statutory and other reserved rights, including copy rights for this project. The owner and/or others shall not use the Architect's drawings and specifications on other projects. z 0 N z rWr LX W J O 0 a 0 z O z 0 W 0 W z z C O w U z W 0 C I UJ rov W o > 00 0 m w _� �a O� n z� �:2i R M P 1 -0 C N +- 4-- -0 -0 .N -0 U U N 0- 1L�a 6 A-4.0 4 of JGAl 1/4"= I'-U'' TOP OF TIE BEAM EL=+1 T-4" TOP OF SECOND FLOOR SLAB EL = 44' TOP OF FIRST FLOOR SLAB EL = +DO" (+7.86' NGVD) TOP OF GRADE EL.=+5.36 NGVD 141-11 rROCC CFrTInKI "A" Jl../1LC 1/4 — I -U CROSS SECTION 11131' SCALE 1 /4" = 1'-0" FINISH LEGEND O EXISTING FLAT CEMENT TILE ROOF (TYP.) O EXISTING WOOD FASCIA (D EXISTING SMOOTH STUCCO FINISH (TYP.) OEXISTING IMPACT RESISTANT WINDOW & DOORS O EXISTING LIGHT FIXTURE EXISTING ALUMINUM TUBULAR RAILING TO O REJECT A 4" 0 SPHERE O NEW "RESYSTA" SIDING O EXISTING METAL CANOPY O INTENTIONALLY OMITTED (p OUTDOOR COLUMN SHOWER HEAD TO BE SELECTED BY OWNER tt EXISTING WALL MOUNTED RETRACTABLE AWNING TOP OF FIRST FLOOR SLAB EL.=+0- (+7.86' NGVD) J 0 0 d 0 Z Q z Z w 0 0 W O z UJ � �-00 z J 0,n'6 J �0 I.L Q N Q O Q U �� O O n N Q �w p N p06oN10 � U CD (V i Q Q O W < co C CV f— U Q O o1 //��01 In Kt Architect is the author and owner of all drawings and specifications and other documents, Including those in electronic form, prepared by the Architect and the Architect's conasfiant and the Architect shall retain all common law, statutory and other reserved righis, including copy rights for this project. The owner and/or others shall not use the Archftect's drawings and specifications on other Wajects. w LU 7 W CM 0 Cl) LU Q 04 0 0s0 ca FOW � O ON Z oa a� _ TOP OF TIE BEAM EL=+17'4' ° e. a • •• ua•e• • o m • m•memm au•• m• m• ••°••• • •• ••• TOP OF SECOND FLOOR SLAB* ,• ;•• ° EL=+9'-4" C O aaaa C 0 0 TOP OF FIRST FLOOR SLAB _ N D O O \/�R��/ \� x�.N V Q .. / sheet noo . A-5.0 5 of NOTE: ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, WALL CHASES, CAVITIES AND BETWEEN CONDITIONED AND UNCONDITIONED ATTIC SPACE IS STOPPED. SI,:1 a>n COURTYARD HCOVEENTRY FOYER BEDROOM # R-30 INSULATION PANTRY TO[ W.I.C. #2 TOP OF SECONE �I'I'Ir� mil� CROSS SECTION "DI" SCALE 1 /4" = V-0" TOP OF FIRS EL.= +0-0' 1 J, :ALt 1 /4 = I -V NOTE: COORDINATE ALL MASONRY OPENINGS FOR WINDOWS & DOORS WITH WINDOWS & DOORS MANUFACTURER PRIOR TO TIE BEAM AND BLOCK ERECTION. NOTE: ALL GLASS WINDOWS/DOORS SHALL RECEIVE IMPACT -RESISTANT GLASS AND SHALL COMPLY W/ ENERGY CALCULATIONS. HATHED AREAS DENOTE EXISTING CONSTRUCTION SCALE 1 /4" = V-0" SCALE 1 /4" = l'-O" IC FOAM INSULATION NOOD TRUSSES (TYP.) D CEILING ON METAL @ 16" O.C. ON RIGID METAL FRAMING R=4.2 MIN. EXTERIOR ALL INSULATION IN Y4" WALL CAVITY IUM BOARD ON 172 DID FURRING STRIPS @ DP @ 9-a' A.F.F. MAX. gyp.) 4.2 MIN. EXTERIOR \LL INSULATION IN \LL CAVITY ;UM BOARD ON 112 DID FURRING STRIPS @ )ARD AS SELECTED BY OWNER :W SCHEDULED FINISH XISTING WOOD DECK STRUCTURE D CEILING ON METAL @ 16' O.C. ON RIGID METAL FRAMING DP @ 8'-T A.F.F. MAX. (TYP.) R=4.2 MIN. EXTERIOR ALL INSULATION IN a/" WALL CAVITY 'SUM BOARD ON 1"X2 OD FURRING STRIPS @ 16" O.C. )ARD AS SELECTED BY OWNER NEW SCHEDULED FLOOR FINISH ON EXISTING CONCRETE SLAB 'E GRADE BEAM (TYP.) A-10 SIM. R=30 PLASTIC FOAM INSULATION IF----7 TOP OF NEW TIE BEAM EXTENSION ELEV = +9-9" EXISTING WOOD TRUSSES CUT AND ATTACHED TO NEW BEAM EXTENSION AS PER STRUCTURAL DRAWINGS _ TOP OF EXISTING T1E BEAM ELEV= +84' J Y" GYPSUM BOARD CEILING ON METAL FURRING CHANNELS @ 16' O.C. ON RIGID METAL FRAMING R=4.2 MIN. EXTERIOR WALL INSULATION IN Z WALL CAVITY Ys" GYPSUM BOARD ON 1"X2 P.T. WOOD FURRING STRIPS @ 16" O.C. 1'%N' P.T. WOOD RRESTOP @ 6-OP'A.F.F. MAX. (TYP.) BASE BOARD AS SELECTED BY OWNER NEW SCHEDULED FLOOR FINISH ON EXISTING CONCRETE SLAB TOP OF EXISTING FIRST FLOOR SLAB ELEV = 0T' (+7.86' N.G.V.D.) x \// \\ >////x \ \\ \\ �a a- EXISTING CONCRETE GRADE BEAM RYP.) TIC FOAM INSULATION CEILINGS SHALL BE HAT AIR FLOW FROM LL CHASES, CAVITIES 4 CONDMONED AND )NED ATTIC SPACE IS 'TOPPED. WOOD TRUSSES PP.) N BOARD CEILING ON ZING CHANNELS @ 16" ;IGID METAL FRAMING 2 MIN. EXTERIOR WALL )N IN Y" WALL CAVITY N BOARD ON 112 P.T. BNG STRIPS @ 16" O.C. I" P.T. WOOD HRESTOP 8'-(T A.F.F. MAX. (TYP.) i SELECTED BY OWNER SCHEDULED FINISH ON )OD DECK STRUCTURE H BOARD CEILING ON ZING CHANNELS @ 16' ;IGID METAL FRAMING 2 MIN. EXTERIOR WALL )N IN 3/" WALL CAVITY N BOARD ON 1"X2 P.T. !ING STRIPS @ 16" O.C. " P.T. WOOD FIRESTOP 8'-0" A.F.F. MAX. (TYP.) i SELECTED BY OWNER IEDULED FLOOR FINISH TING CONCRETE SLAB N LUM ^� 0, '° -40 Q,DH ^L Q N Q O C'7 Q U a N Q `pN'OW LU Lo- On.0 1 LLi >U Q LO LU-6 O h N ~ N a ^^ 0 cV TE GRADE BEAM (TYP.) O Architect is the author and owner of all drawings and specifications antl other documents, including those in electronic form, prepared by the Architect and the ArchlfecPs consultant and the Architect shall retain all common law, statutory and other reserved rights, including copy rights for this project. The owner and/or others shall not use the Architect's drawings and specifications on other projects. w U z w 0 v I LU ry siz w 00 \/ >— i tY < 0c) W in O0 rO 0 m w s� �O O� L90 � O .^ -0 U Q sheet no. HATHED AREAS DENOTE ® EXISTING CONSTRUCTION WALL SECTION SCALE 3/4" = 1'-0" ALL SECTION_ 3/4" =1'-0" HATHED AREAS DENOTE (D—ME _ EXISTING CONSTRUCTION HATHED AREAS DENOTE ® EXISTING CONSTRUCTION WALL SECTI SCALE 3/4" = IT' A-7.0 1' 7 of s rc , TOP OF EXISTING TIE BEAM ELEV = +174' TOP OF EXISTING SECOND FLOOR _ I I I f °LEV= +9'-4" I TOP OF EXISTING FIRST FLOOR SLAB Y ELEV = 0'-0" (+7.86' N.G.V.D.) ;1 000000 STI NC E 8 S Y ; a HATHED AREAS DENOTE EXISTING CONSTRUCTION R=30 PLASTIC FOAM INSUU R=30 PLASTIC FOAM INSULATION EXISTING WOOD TRUSSES (' NOTE: ALL CEILINGS SHALL AIR FLOW FROM SHAFT CAVITIES AND BETWEEN C �—EXISTING WOOD TRUSSES (TYP.) UNCONDITIONED ATTIC! V GYPSUM BOARD CEILING ON Y" GYPSUM BOARD CEILIN METAL FURRING CHANNELS @ 16" FURRING CHANNELS @ 18' O.C. ON RIGID METAL FRAMING METAL FRAMING — R=4.2 MIN. EXTERIOR WALL R=4.2 MIN. EXTERIOR WALL INSULATION IN y" WALL CAVITY INSULATION IN Y4' WALL CA - Ya" GYPSUM BOARD ON 172 P.T. %" GYPSUM BOARD ON 11 WOOD FURRING STRIPS @ 16" O.C. WOOD FURRING STRIPS @ 1 1"X4" P.T. WOOD FIRESTOP 1"X4" P.T. WOOD FIRESTOP- V-9-A.F.F. MAX. (TYP.) @ 8'-("A.F.F. MAX. (TYP.) —BASE BOARD AS SELECTED BY OWNER —NEW SCHEDULED FINISH ON BASE BOARD AS SELECTED EXISTING WOOD DECK STRUCTURE NEW SCHEDULED FINISH Of EXISTING WOOD DECK STRI Y GYPSUM BOARD CEILING ON 1ETAL FURRING CHANNELS ® 16' O.C. ON RIGID METAL FRAMING — R=4.2 MIN. EXTERIOR WALL" GYPSUM BOARD CEILIN INSULATION IN %"WALL CAVITY FURRING CHANNELS ® 16' METAL FRAMING - -Yj" GYPSUM BOARD ON 1'M P.T. WOOD FURRING STRIPS @ 16" O.C. APPLY "SUPERTHERM" CERP INSULATION TO THE BOTT01 1"X4" P.T. WOOD FIRESTOP TERRACE FLOOR SLAB. 6-0" A.F.F. MAX. (TYP.) BOARD AS SELECTED BY OWNER BASE BOARD AS SELECTED EW SCHEDULED FLOOR FINISH ON EXISTING CONCRETE SLAB 4 WALL SECTION SCALE 3/4" = V-T HATHED AREAS DENOTE EXISTING CONSTRUCTION WALL SECTION 5 SCALE 3/4" U-1 � � CO Z J a,M6 M FNw— Q LL. ^/ LL — Q uO M Q U a�� N Q awLO p = C V p06 o N .0 U °w� C*4 i Q Lo W Q -d (y) 04 ~ h a Architect Is the author and owner of all drawings and specifications and other documents, includng those in electronic forth, prepared by the Architect and the Architect's consutlant and the Architect stall retain all common law, statutory and other reserved rights, including copy rights for this pralect. The owner and/or others shall not use the Architect's drawings and specifications on other projects. w U z w 0 (0) LU Z ry O z w x w J Y O w 0 < 1 O \ / w59 o Q Y \ >^ LU M � z0 O LLJ Q V3 LL O w m W O M �O O OOp� Zn Q Q Z z O a CD av CV Ct O TQ) ( 3 t/ N 9 �f i sheet no. r' � Ilo A-8.0 ;If I14 8 of DOOR SCHEDULE NO. SIZE TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICKN. FIRST FLOOR 101 4'-0" 6-8" 1314" SWING METAL/ GLASS METAL WOOD 102 3-0" 6-8" 13/4" PREHUNG/SWING WOOD FLUSH WOOD 103 7-6" 6-8" 13/4" PREHUNG/ SWING WOOD FLUSH WOOD 104 24' 61' 13/4" PREHUNG/SWING WOOD FLUSH WOOD 105 7-10" 6'4"* 1314' PREHUNGISWING WOOD FLUSH WOOD 106 2' 2' 6' 8' 1314' PREHUNGI SWING WOOD FLUSH WOOD 107 2'-6" 6'-8" 1314' PREHUNG/SWING WOOD FLUSH WOOD 108 34* 641* 1314' PREHUNGISWING METAL/WOOD WOOD -FLUSH METAL WOOD I-HR.FIRERAIEDIZF- LOSER•*REPfACEMENIOfEXMG-FIEDVEMHOPENINGDIMENSIONS 109 3'-0"* 6'-8"* 1314' PREHUNG/SWING METAL/WOOD WOOD -FLUSH METAL WOOD 1•HR,HRE4fEDISEff-CLOSER-*RENACEMENIOFEVING•fED-VERIFYOPEMNGDME40N5 110 3-0' 6-8" 1314' POCKET WOOD FLUSH WOOD 111 2'-6" 6'-8" 1314' PREHUNG/SWING WOOD FLUSH WOOD 112 NOT USED 113 2'-6" 6-8" 13/4" FRENCH/ SWING WOOD FLUSH WOOD 114 2' 6' 6' 8" 1314' POCKET WOOD FLUSH WOOD 115 3'-9' 6'-8 13/4" POCKET WOOD FLUSH WOOD SECOND FLOOR 201 2'-8" * 6' 8"' 1314" PREHUNG/ SWING WOOD FLUSH WOOD * REPLACEMENT OF EXISTING - FIELD -VERIFY OPENING DIMENSIONS 202 NOT USED Z03 2'-6" 1 6-8" 1314' PREHUNG/SWING WOOD FLUSH WOOD 204 2'-6" 6-8" 1314" PREHUNG/SWING WOOD FLUSH WOOD 205 2'4' 6-8" 1314' PREHUNG/SWING WOOD FLUSH WOOD M6 (2)-2'-6" 61-9' 1314' PREHUNG/SWING WOOD FLUSH WOOD M7 2' 8' 6'-8" 1314' PREHUNG/ SWING WOOD FLUSH WOOD ?08 2'-6" 6-8" 1314' PREHUNG/SWING WOOD FLUSH WOOD ?09 2' 6' 6'-8" 13/4" PREHUNGISWING WOOD FLUSH WOOD >10 (2)-2'-6" 6-6' 1314' PREHUNG/SWING WOOD FLUSH WOOD 11 2' 6' 6-8" 13/4" PREHUNG/ SWING WOOD FLUSH WOOD ?12 27-6" 6-8" 1314' PREHUNG/SWING -SW-ING-F WOOD FLUSH WOOD ?13 (2)-2'-6" 1 6'-8" 1314' PREHLINGI WOOD FLUSH WOOD OWNER SHALL SELECT THE DOOR MANUFACTURER. ALL DOOR MASONRY OPENINGS SHALL BE PROVIDED BY THE DOOR COMPANY AND THE CONTRACTOR SHALL COORDINATE PRIOR TO PLACING DOOR ORDER & TO INSTALLING THE BLOCKWALL. ALL METAL/ GLASS DOORS SHALL FOLLOW THE ELEVATIONS FOR MUNTINS AND STYLE. THE DOOR COMPANY SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL. ALL DOORS SHALL HAVE CLEAR SAFETY -PLUS IMPACT GLASS IU.N.0.1, PRIMED INTERIOR, UNISON CASEMENT SASH LOCKS, KYNAR PLUS EXTERIOR PAINT FINISH, AND INSTALLATION ACCESSORIES. COMPONENTS OF MEANS OF ESCAPE: I NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THEN 28" WIDE, EXCEPT FOR BATHROOM DOORS WHICH MAY BE 24" WIDE UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY OTHER REQUIREMENTS OF THE LORIDA BUILDING CODE." EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE REQUIREMENTS OF THE'FLORIDA BUILDING CODE." NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. z O z w x w Y U 0 J O O 0 c� z lL 0 0 W Cie O Cie w t- z .. N C 0 .N •2 N_ cis 0 w � �"00 F= N � � QLL. � O Q CNQo Q W 5 O N � O • L v% 0 \p W �Lu, `` j N OQ W O "' 10 U '0 CN > � W Q7C3n Q C N F U Q 0— 01 01 Architect is the author and owner of all drawings and speciflootions and other documents, including those in electronic form, prepared by the Architect and the Architect's consultant and the Architect shall retain all common law, sta" and other reserved rights, incuding copy rights for this project. The owner and/or others shall not use the Architects drawings and specifications on other projects. w U z w 0 W00 / a< LXo O0 �o O mW x� �O o� Q Zi Sit a� aaQa d d x NE � � � C 3 U -0 .N -0 U 7 sheet no. 9 of O C J Q) 0 a Y" GYPSUM BOARD CEILING ON IX3 WOOD FURRING STRIPS @ 16" O.C. AV 25-GAUGE GALVANIZED MET, STUDS @ 16' O.C. W/ 51V GYPSUM BOARD AT EACH SIDE EXISTING SECOND FLOOR WOOD FRAMING NOTE: PROVIDE 2D-GAUGE GALVANIZED METAL STUDS @ 16" O.C. W/ V PLYWOOD BACKING BOARD DIRECTLY BEHIND KITCHEN CABINETS. 3%" 25-GAUGE GALVANIZED — METAL STUDS @ I IV O.C. W/ Y" GYPSUM BOARD AT EACH SIDE R-30 PLASTIC FOAM INSULATION O 3" CONTINUOUS HORIZONTAL METAL FRAMING MEMBER METAL STUD RUNNER O / / P.T. Tx4" 2/e' 25-GAUGE GALVANIZED METAL STUDS @ 16" O.C. O V GYPSUM BOARD CEILING ON 1 X3 WOOD FURRING STRIPS @ 16" O.C. METAL STUD RUNNER SECURELY EXISTING CONIC, SLAB ------, LAB O ATTACHED TO SLAB P.T.7k4" / O O TYPICAL INTERIOR PARTITION SECTION O SCALE. %" - Y-O' \� O INTENTIONALLY OMITTED WON COTE (TYa' Y" GYPSUM BOARD (1)-2 X 4 WOOD STUD (3)-5/9" MET STUDS 16, 0 IW/WOODDOOR TYPICAL INTERIOR DOOR HEADER/ JAMB O N.T.S. O METAL STUDS @ 24' MAX. � O O INTENTIONALLY OMITTED INTENTIONAUY OMITTED O \ O \ R-4.1 INSULATION e' GYPSUM BOARD ON 1 x 2 WOOD FURRING STRIPS @ 24" O,C. & SMOOTH FINISH (TYP.) 1 x 4 P.T, FURRING STRIPS AROUND OPENINGS EXTERIOR INTERIOR O TYPICAL EXTERIOR HEADER SECTION N.T.S. EXTERIOR I INTERIOR I 1 x 4 P.T. FURRING STRIPS AROUND OPENINGS r GYPSUM BOARD ON 1 x 2 WOOD FURRING STRIPS @ 24" O.C. & SMOOTH FINISH (TYP.) R-4.1 INSULATION TYPICAL WINDOW SILL SECTION N.T.S. (2)-2x4 20 NAILED TO BOTH SIDES OF TRUSSES SCHEDULED DOOR JAMB AS DETAILI / ATTIC ACCESS OPENINGS - COORDINATE SIZE WITH TRUSS JAMB AS DETAILED PLINTH AS DETAIL 10 MANUFACTURER SHALL BE SAME LEVEL O CASING MOLDING -SEE (2)-2x4 3/4" PLYWOOD CUT TO FIT STONE OR MARBLE FLOORING CARPET/ WOOD FLOORING SHEET A17 OPENING SIDE W/ METAL BACKING ON INTERIOR SIDE OF PLAN SPACE AND INSULATION ON ATTIC SIDE � � " " oa SCHEDULED INSULATION TOP OF SLAB DECK AS PER WALL SECTIONS TRUSS , BOTTOM CHORD OF TRUSS MORTAR CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) , GYPSUM BOARD FINISH AS SECTION PLYWOOD OR LIGHTWEIGHT CONCRETE TO LEVEL PER WALL SECTIONS CASING MOLDING AS PER I.D. NOTE: ALL FLOORING MATERIALS NOTE: FINISHED FLOORS WITH DISSIMILAR THICKNESS IN FINISH ATTIC ACCES TO BE MINIMUN 27'X 3(YDRAWINGS THICKNESS SHALL BE COORDINATED MATERIALS AS PER F.B.C. 2014 R807.1 W/ OWNER/ ARCHITECT 12 TYPICAL ATTIC ACCESS DETAIL 13 LEVELING OF DISIMILAR FLOORING MATERIA N.T.S. N.T.S. CORNERS. TYP. OOP SLOPE L7T�OC7 OHO RESYSTA FINISH O O SLOPE TO INTERIOR 0 MITER AT OF SIDPLANTER CORNERS.TYP. ACHMEMSYSTEM BY RESYSTA .- OOO A e CONCRETE CA O O Pr. WOOD 016• O.C. MAX.TYP. O - O RESYSTA FINISH - 0 AITACHMEMSYS7FM .. _ ` BY RESYSrA - CONCRETEBEAM ° 'a 0 O PT. WOOD 016" 0 O O O.C. MAUL IYP. O °- s Q WATERPROOFING �' ^ °s - O IP CONCRETE ^ ' r O BLOCK ° 9 , RESYSTA GOLD DECKING PLANK INSTALLED PER ' WALL SECTION MANUFACTURER RECOMMENDATIONSAND 0 N.OA # I5-0211.06 ° RESYSTA GOLD DECKING PLANK INSTALLED PER ° MANUFACTURER RECOMMENDATIONS AND a o N.O.A. # 15-0211.06 OOP OOf�O DOD 16 BEAM SECTION PLANTER RESYSTA WALL DETAIL O SCALE: 1)z' =1'-0" SCALE: U2 =1-0" BLOCK RESYSTA GOLD DECKING PLANK INSTALLED PER MANUFACTURER RECOMMENDATIONS AND N.O.A. # I5-0211.06 �$ PLAN VIEW RESYSTA WALL DETAIL CY A I C. 1 V_" i' N. WOOD BLOCKING SUPPORT BETWEEN METAL STUDS FASTENED TO STUDS AS REQUIRED GYPSUM WALLBOARD EACH SIDE AR GROUTED CONCRETE BLOCK CELL CONTINUOUS HANDRAIL Yj' DIA. j CORROSIVE -RESISTANT EXPANSION BOLT - NOTE: HANDRAIL HEIGHT SHALL BE 7' 0 x%" THICK PLATE BETWEEN 34381NCHES. - L U i � a0 Z J a M h .p N L_ � Q _j W `O `O Q NQO HANDRAIL AS PER I.D./ � '0 8 OWNER SELECTION Q O LL O N � N 0` W t= N 0 Q .p N N CV .p SCREW SLOT p LUj so U NQLO O w � M GYPSUM BOARD WALL ONCINI 2 C 1 x 2 P.T. WOOD FURRING STRIPS @ 16" O.C. U 3 N 0 01 ^ 01 v O TYPICAL HANDRAIL DETAIL @ INTERIOR PARTITIONS 5 TYPICAL HANDRAIL DETAIL @ C,M,U, WALL O SCALE. 3" - I'-U" SCALE: 3 =1-0' O SCHEDULED WINDOW CONTINUOUS SEALANT AROUND OPINING RESYSTA FINISH ATTACHMENT SYSTEM BY RESYSTA PT. WOOD 016' O.C. MAX IYP. WINDOW SILL O WINDOW RESYSTA SCALE, lY" = V-D' L x3T LONG TAPCON SCREW I x4 P.T. BUCK (OR LARGER) FULLY BED IN SEAIANf OPTIONAL BEVELED FURRING I x4 P.T. FURRING STRIPS AROUND OPENINGS a GYPSUM BOARD ON T x2 WOOD FURRINGSTRIPS Is 2R' O.C. & SMOOTH FINISH PP.) R-4.1 INSULATION RESYSTA GOLD DECKING PLANK INSTALLED PER MANUFACTURER RECOMMENDATIONS AND N.O.A. # 15-0211.06 SILL DETAIL I/8' GYPSUM BOARD R' TYPE "X" GYPSUM BOARD 1ROUNID STEEL COLUMN TEEL COLUMN (SEE TRUCTURAL PLANS.) INTERIOR BEARING PARTITION ASSEMBLY U.L. #U465 1-HOUR FIRE RATED 2x4 OR 2(6 STUDS AT 16" O.C, WITH ONE LAYER 5/8" TYPE "X" GYPSUM BOARD EACH SIDE APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 16d COOLER NAILS 7' O.C. WITH END JOINTS ON NAILING MEMBERS. PROVIDE 2x4 OR 2x6 DOUBLE TOP PLATE AND BASE PLATE SECURED TO FOUNDATION - PROVIDE TWO ROWS BLOCKING AT 40" O.C. �S DETAIL 14 TYPICAL STEEL COLUMN DETAIL NiS. MITER AT CORNERS. RESYSTA FI ATTACHMI BY RESYSY PT. WOOD O.C. MAX ATTACHMI NCA # I5- 9 BEAM ELEVATION O SCALE: 1 = 1-0 1X3 P.T. FURRING STRIPS AROUND OPENINGS NTERIOR WON COTE (TYP.) f" GYPSUM BOARD �O XTERIOR �o TYPICAL EXTERIOR DOOR JAMB N.T.S. 20 GAUGE STUDS @ 16' 2x4 HORIZONTAL WOOD MEp SECURELY FASTENED BEN s 5 TYPICAL CA N.T.S. Architect Is the author and owner of all drawings and specifications and other documents, Including those in electronic form, prepared by the Architect and the Archtects consultant and the Architect shall retain all common law, statutory and other reserved rights, inducting copy rights for this project. The owner and/or others shall not use the Architects drawings and specificafions on other Protects, w U z w 0 �+ I )TE: COORDINATE HEIGHTS WITH OWNER LJJ AND CABINET MANUFACTURER Z UPPER CABINETS BASE CABINETS FINISH AS PER ROOM FINISH SCHEDULE BOTTOM PLATE BINET DETAIL a I II I (i I c i a i EQ, RESYSTA GOLD DECKING PLANK INSTALLED PER NOTE FOR LONG SPANS CORNERS SHALL BE MANUFACTURER RECOMMENDATIONS AND FIXED WITH DOWELS TOALLOW PLANKST0 N.O.A. # 15-0211.06 EXPAND IN THE OPOSR DIRECTION.nP. 0 inn w X LLj J w 0 J O O o Y >_ LD ` ' X+3 \/ L Q LU i 0 Z x0Cie W 0 r LJL 0 m w w O ad O �O O V) 1 W Q 8¢ Z a 00 �� •" Y•OW • i O ��OOOa d d O m C U Q) � 3 _ N sheet no. A-10.0 10 of 42"-HIGH CAT. II SAFETY GLASS GUARDRAIL TO REJECT A 4" DIA. SPHERE AND A 2" DIA. SPHERE AT BOTTOM (MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/ OR INSTALLATION.) 15 14 TOP OF GROUND FLOOR I — — — ELEVATION=+0'-9' III 13 f — I 12 --- 15R@7.47"EA. 13T@11"EA. I� 11 L-- UP 1 10 1 _ I 9 2 = I 8 3 — — — — — - 7 4 5 v 34"-W' HIG STAINLESS STELL HAN RAIL TYP. ONE SIC CLEAR TEMPEREL GLASS TO BI SELECTED BY OWNEI /ARCHITEC' ROUND BRUSHED ALUMINUM FINISH STEEL GLASS STANDOFF FITTINGS (TYP.) WOOD VENEER (TO BE SELECTED BY OWNER 5/8" GYPSUM BOARD ON 1"X2" P.T. WOOD FURRING STRIPS @ 16" O.C. e &A TOP OF LANDING ELEVATION=+3.11" v GROUND FLOOR STAIR SCALE 1 /2" = 1'-0" DETAIL ifAif �SCALE 1"= 1'-0" I I I■❑I I I I I I I I I I I � TOP OF SECOND FLOOR EL =+9.33' (FIELD VERIFY) 42"-HIGH CAT. II SAFETY GLASS 34"-38" HIGH GUARDRAIL TO REJECT A 4" DIA. HANDRAIL, SEE SPHERE AND A 2" DIA. SPHERE AT DETAIL 4 & 5 SHEE , BOTTOM (MANUFACTURER SHALL AID SUBMIT SHOP DRAWINGS FOR 4 REVIEW AND APPROVAL PRIOR TO 11 FABRICATION AND/ OR INSTALLATION.) 15 ON \ / = \ / I 14 ' \ / 13 OPE 1CTO BELO,M/ X ' 12 = / \ I \ / 15R@7.47' / 13T@11"EA. \ 10 1100, 9 2 = I 8 3 7 4 34"-38" HIGH HANDRAIL, SEE 6 5 AID TOP OF LANDING' ELEVATION =+3.11 "v 111 "v SECOND FLOOR STAIR SCALE 1/21= 1' 0" 3 CLEAR TEMPERED GLASS TO 11 BE SELECTED BY OWNER /ARCHITECT. SUBMIT SHOP I DWG. FOR APPROVAL. 34-38" HIGH STAINLESS STEEL HAND RAIL TYP. _ ONESIDE Ms \ O \ \ C0 r Cl) NO \ v ie) T ROUND BRUSHED \ ALUMINUM FINISH \ STEEL GLASS STANDOFF FITTINGS (TYP.) \ O \ O WOOD VENEER (TO BE SELECTED BY OWNER) —� MAIN STAIR SIDE ELEVATION SCALE 1 /2" = 1'-0" _ TOP OF SECOND FLOOR EL=+9.3Y (FIELD VERIFY) _ OIL TOP OF LANDING ELEVATION=+3.11" _ OIL TOP OF GROUND FLOOR ELEVATION=+0'-0' LN U �-00 z J M � cr? co7 .p F-/ Ln W 0 Q J LL.Q 10 N Q Lo O QU �13-�� O �CDco N •p W � N OQ 0(5 O `� .00 U 0> (V Q Q O 2 CV N I — U Q O 0' OL Architect Is the author and owner of all drawings and specifications and other. documents, including those in electronic form prepared by the Architect and the Architect's consultant and the Architect shall retain all common low, statutory and other reserved rights, including copy rights for this project. The owner and/or others shall not use the Architect's drawings and speclficatiom on other projects. w u z w 0 Lu Z ry O N Z H W � Y W J \ ' O`/ W W `�/• Q i EX 0 J 0 � x0 us p o cm w tx O Old O 0� O w 0 t- Z 0 Q CD< a � i•Y• u . •aB _„m• m •. • Y • m 1 /,�/IIII ��aaaa N N o = O U N N sheet no. rl ,b A-1 1.0 11 of TOE P OF LOW WAS EXIST. 8" MASONRY LO" WALL REINF. W/#5 ® 24" P O.C. VERT. & 8"MIN. CONC. CAP W/2 #5 CONT. (TO REMAIN) EXISTING 11x16" CONI COL. (TOR MAIN) (TYP. WHERE SHOWN) EXISTING 8" MASONRY WALL (TO REMAIN) (TYP. WHERE SHOWN) EXISTING 8"x16" CON( COL. (TO REMAIN) (TYP. WHERE SHOWN) its I I k Z If I. 1� I Io � I- ?z C9 I 11'-191 11' g" Y - EXIST. CONC. G BEAM R�M/NN) I IY a LLJ Y I // i / i Ld 0I EXISTING 51iti' CONIC. / SLAB TO REMAIN z 4 � /PRQ/DE LOPE/• C ,'� P NEW CONIC:' STE N� /;I REINF. W/,(2)-#4;CONT. MID -DEPTH & #4 ® 8" O.C. DOWELS W//,4" MIN, EMB. REFER TO DETAIL - 0 Y,(E AIL C/S 2)' its 6 / EXIST. CONC. G(j _ AM REMAIN) w 1-17 G �U i IL � �� LLI CD / zI'' �r w / / DO / LI Roo 01/ Z� ra Y CONIC. GRA M (TO REMAIN) u 12'-10" EXISTING CONC. COL. - (TO REMAIN) (TYP. WHERE SHOWN) ,>,TOP OF LOW WALL EL.= +2'-0" (+7.36' NGVD) EXIST. 8" CIVIL PLANTER WALL REINF. W/ #5040" O.C. & 8" MIN. CONIC. CAP REINF. W/2 #5 CONT. AT MID -DEPTH (TO REMAIN) TEMPORARY SHORING NOTES: 1. SHORE REQ'D AREAS FROM ROOF TO TOP OF EXISTING GRADE/SLAB. 2. DEMOLITION FOR THIS PROJECT SHALL INCLUDE INTERIOR NON-STRUCTURAL DEMOLITION AS SHOWN ON ARCHITECTURAL DWGS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL MEMBERS, WALLS AND NON-STRUCTURAL ITEMS DURING DEMOLITION AND CONSTRUCTION. 4. FOR ANY TEMPORARY BRACING AND SHORING REQ'D DURING DEMOLITION, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A SPECIALTY ENGINEER AND SUBMIT REQ'D SIGNED AND SEALED SHOP DWGS. AND SUPPORTING CALCULATIONS FOR ALL SHORING & BRACING OF THE EXISTING STRUCTURE FOR A/E REVIEW & APPROVAL PRIOR TO PROCESSING THRU THE BUILDING DEPARTMENT. 5. AREAS OF THE STRUCTURE THAT ARE SUPPORTED BY TEMPORARY SHORING ELEMENTS SHALL NOT BE UTILIZED AS CONSTRUCTION STAGING AREAS. 6. CONTRACTOR SHALL PROVIDE LATERAL BRACING FOR ALL TEMPORARY SHORING ELEMENTS, INCLUDING PROVISIONS FOR WIND UPLIFT AT EXPOSED AREAS OF CONSTRUCTION. 7. TEMPORARY STRUCTURES WHICH SUPPORTS EXISTING CONCRETE & MASONRY CONSTRUCTION THAT IS DESIGNATED TO REMAIN SHALL BE DESIGNED & INSTALLED TO SATISFY THE DEFLECTION CRITERIA OF ACI 530, LATEST EDITION. 8. AREAS OF THE ROOF STRUCTURE THAT ARE SUPPORTED BY TEMPORARY SHORING SHALL BE POSITIVELY DRAINED WHILE THE SHORING IS IN PLACE. 9 TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL ELEMENTS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE & INSPECTED. 8" MASONRY LOW WALL REINF. W/#5 ® 24" 0 , C , VERT. & 8" MIN. CONC. CAP W/2 #5 CONT. 7' CDC. SLB 7EA.E IN W/ # 10" 0. W TOP BOTT M TO DETAIL D/S- PROVIDE 6" MIN. LIMEROCK BASE & \COMPACT95%MOD.PROCT R PRIOR C D OF CONC, PAVERS 5'-7"8 - " I _J L] I „ IN0,r- GB -----GB1_ --- -;�.- - „r/T.-/r,T - - - -,T --- T/ - -- -T- ---- - - - - - II - - � - -/_____ - - _-_�_ ---r -�--:---u-m-CoN0II _1 R VIDEL6 <4M4%" C N f/ i Il ! STL. ANGLE FAST. W/ "01 IR , _ 11' 0" SI, 0. y HILTI IKWIK BOL 3 E P. l�1gHhR ®12" 0. j /�EXISTING POOL 6 " (TO REMAIN) / ' % I o (EMB.=4 CLOVER ASSEMBLY / i P I W/F'c-5p00 PSI GROUI {I I d NC, pRA, EAM rrT 6TLz Li PROVIDE 7� CO SLAB' ' a REINF. W/-#4®14r O.C. EA. ER WAY TOP & BOTTOM ! / I EXISTING" LOBd LNG / T. , L' EC I �PARTITION WALL (TO;REMAIt } TO RE AIN) (TYP. WH fE S�fin HOWN fit �'� �'�� to i/ 1 CONC. - i - AIN, 1 4' 9" 4-9 / ` ')w EXISTING,'4,. LOAD -BEARING Iil / XISTIN 18r' 15" � 1 SLAB (, M PARTITION WALL (TO C x CONS 1 +7,85' NGVD) (V.I.F, , (TYP. WHE E' SHOV¢t� I p U E I� I I, ill ITTh CPIs. I L_ - �2xk�- WD, J01$ LSL EXISTING OF LOAD" -E PARTITION WALL (TO (TYP, WHERE SHOWN I, / (IT R�II I, COL (TOI-REMAIN I ! - �TYI�_ WHERE SLHI2WN, I=- - - - ", T _-.- / e / EXISTING 8 MASONRY PIN !� WALL (TO REMAIN) I I PROVIDE MASONRY ;(TYP. WHERE SHOWN)/ I I CONTROL JOINT (REFER ' I TO D�EtAIL D/S-7) (TYP.) 51h" CONC. I I il - 0 REMAIN i' /� l� l I I I / JON 0 . ,EXIST. CONC. GRADE BEAM (TO REMAIN) Lt✓/J/1!/1L.L/emu o PARTI ,'(TYP. / EXIST, CONC. GRADE, Ajc./ z EXISTING, 8"06" CONIC - / COL. (TO REMAIN) i Ct (TYP,:" WHERE SHOWN PLANTERµ 7T T TJ !T/ !TY ♦Ti TT/ / III PLANTER "P ANTER ' /ar mr m.m � r r r, r 1rz✓r -- u E , ADE BEAM (T v V PLANTER. - ,1I / ,l �.✓.1/:.�/t.:.'. i:/ 12,-8" XIST. CONIC. GRADE BEAM EXISTING 8" MASONRY (TO REMAIN) WALL (TO REMAIN) (TYP. WHERE SHOWN) EXIST. 6" CONC. SLAB PANELS XIST. 8" CMU PLANTER WALL REINF. W/ #408" O.C. ® REINF. W/ #5040" O.C. & 8" MIN. MID -DEPTH. (TO REMAIN) CONC. CAP REINF. W/2 #5 CONT. AT MID -DEPTH (TO REMAIN) FOUNDATION & GROUND FLOOR PLAN SCALE : 144" = V-0" N REMAIN) -// M (TO REMAIN)- 12' PLAN NOTES: 1. FINISH FLOOR ELEVATION AT EXIST. SLAB LEVEL=+2'-6" (+7.86' NGVD) U.O.N. COORDINATE W/ARCHITECTURAL DRAWINGS. 2. COORDINATE ALL WINDOW, DOOR AND OPENING LOCATIONS WITH ARCHITECTURAL DRAWINGS. 3. UNLESS OTHERWISE NOTED, VERTICAL WALL REINFORCEMENT SHALL BE AS FOLLOWS: - NEW MASONRY WALLS (ZONE 4) : #5 @32" O.C. - F'm= 1500 PSI. 4. TYPICAL PROPOSED GRADE BEAM ELEVATION = TO MATCH EXIST., U.O.N. 5. ALL GRADE BEAMS SHALL BE CENTERED UNDER WALLS & COLUMNS, U.O.N. 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN. 7. ALL PROPOSED PILES SHALL BE 4"0 O.D. GALVANIZED STL. PIN PILES. REFER TO PIN PILES NOTES, GENERAL NOTES & GEOTECHNICAL REPORT. 8. TYP. EXIST. 8" x 24" GRADE BEAM REINF. W/ 2 #7 CONT. TOP & BOTTOM, TIES # 4 ® 8" O.C. (REFER TO AS BUILT PLANS) N I"I"I U �_�00 Z J M °'"'l° M CO LLJ � Q J li 10 '0 I..L Q N Q O Q U c�� N N rn .p w ? c�V OQ I6 O rn 100 U C14 CV > W QQo C'V U 0" O ^^` CL � Architect 3 the author and owner of all drawings and speclflcatlon5 and other documents. Including those in electronic formprepared by the Architect and the Architects consultant and the Architect shall retan all common aw statutory and Other reserved rights inc ading copy fghts for this project the owner and/or others shall no, use the Architect's drawings and specificaFons on other projects. W U 000.00 W W pjl l ,ll I : I TERMITE PROTECTION STATEMENT: z / I o EPINIALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION ~ TREATMENT PROTECTION AGAINST SUBTERRANEAN O M I I TERMITES AS PER 2014 FBC. I 4 to Z w 00 / / W i .., 1 A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO O �,y T , THE BUILDING DEPARTMENT BY THE LICENSED PEST - Y C0 ��t IT CONTROL COMPANY THAT CONTAINS THE FOLLOWING F Q u/ y E UST. PRIVACY � I I STATEMENT: "THE BUILDING HAS RECEIVED A Q � WALL (TO� COMPLETE TREATMENT FOR THE PREVENTION OF p O !GI a I REIMAIN) I SUBTERRANEAN TERMITES. TREATMENT IS IN Q ACCORDANCE WITH THE RULES & LAWS ESTABLISHED r„ m w / r I BY THE FLORIDA DEPARTM T,•PF A C TURE & Z = ' S . I O - O TOf'll OF LOW WALL C Q O h EL.=+4'-Ol I O> o z- r -_ L -- �-- LEGEND:LU l EkIS . DENOTES EXISTING (TO EMAIN) - _ _ CONC. GRADE BEAMS (TYP.) 3'-0" 1 '-3" 3'-0" ! ® EXIST. GRADE BE I DENOTES PROPOSED GRADE •••••• / i ____ BEAM (REFER TO SCHEDULE) ,- , I a (TO REMAIN) DENOTES EXISTING CONIC. •••••. EXIST. 8" MASONRY LOW SLAB (TO REMAIN) WALL REINF. W/#5 ® 24' EXISTING 8"x16" CONC. O.C. VERT. & 8"MIN. CO C. DENOTES EXISTING MASONRY c , ..... COL. (TO REMAIN) CAP W/2 #5 CONT. WALL (TO REMAIN) <<< •"°°' (TYP. WHERE SHOWN) (TO REMAIN) PROPOSED MASONRY WALL I -1 -I 1 ••••'• /fl o 8" MASONRYLOWWALL N I REINF. W/#5 ® 24" O.C. 1& VERT` 8" MIN. CONC. CAP W/2 #5 CONT. PINI '. I fiz I PROVIDE 7" CONC. STAIRS SLABIIREINF. WAY T7 & BOTTOM IUJI Y ¢41 �m(LA 0l I" Ir`' _- I 6" 11 7/777 PIN PILES NOTES: 1. ALL PILES SHALL BE 4"0 O.D. GALV. STEEL PIN PILES. SCHEDULE 40 WITH MATCHING GALV. COUPLINGS CONFORMING TO ASTM A500 (GRADE B) WITH 46 KSI MIN. YIELD STRENGTH. PILES WILL BE FILLED SOLID W/5000 PSI GROUT (WATER -CEMENT RATIO OF 0.45). PILE POINTS WILL BE FABRICATED WITH WELDED SEALED POINT. 2. PILES WILL BE DRIVEN TO REFUSAL TO A LOAD BEARING CAPACITY OF 6 KIPS IN COMPRESSION, AS PER SPECIFIED ON GEOTECHNICAL REPORT. 3. PILES WILL BE DRIVEN WITH A 140 LB. PNEUMATIC HAMMER. REFUSAL IS ACHIEVED WHEN VERT. MOVEMENT IS NO GREATER THAN Y'z" WITHIN 1 MINUTE OF CONTINUOUS DRIVING. ANTICIPATED DEPTH IS EXPECTED TO BE APPROX. 25'-0" BELOW EXISTING GRADE, REFER TO GEOTECHNICAL REPORT. 4. OPENINGS WILL BE EXCAVATED AT EA. PILE LOCATION IN ORDER TO PLACE PILE AND ITS ATTACHMENTS UNDER PILE CAP. PILE CAPS WILL THAN BE ENCASED IN CONC. AND BACK FILLED WITH CLEAN FILL. 5. WORK SHALL BE PERFORMED ONLY BY APPROVED PILE CONTRACTOR WITH A MIN. OF 5 YEARS OF LOCAL EXPERIENCE IN THIS TYPE OF WORK. 6. PILE LOG AND CERTIFICATION SHALL BE PROVIDED AT THE COMPLETION OF PILE INSTALLATION BY A FLORIDA REGISTERED ENGINEER FOR ENGINEER OF RECORD REVIEW AND APPROVAL. 7. CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE POSSIBLE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SITUATED AT OR NEAR THE AREA OF WORK BEFORE PROCEEDING BY CONTACTING 811 AND/OR LOCAL UTILITIES. SERIOUS INJURY MAY RESULT FROM FAILURE TO LOCATE AND AVOID ALL UNDERGROUND UTILITIES. CONCRETE BEAM SCHEDULE MARKS SIZE ELEV. TOP OF BEAM REINFORCING #3 TIES U.O.N. SPACING REMARKS W D BOT. TOP "S" "E" "C" GB-1 12 24 SEE PLAN 3#7 L317 ® 8" O.C. TYP. GRADE BEAM EXIST. CONCRETE COLUMNS PROPOSED CONCRETE COLUMNS f�l PIN DENOTES PROPOSED PIN PILES j (REFER TO DET. C/S-13) <<<< � DENOTES EXIST NOTES: L-J 12 P (25 KIPS CAPACITY)x12 PILES NOTES: 8 0 1. DATUM ELEVATION, +2'-6" (+7.86' NGVD) 14 P DENOTES EXIST. 14"x14" PILES o w ¢ oa 2. PROVIDE 135' HOOKS FOR ALL BEAM STIRRUPS, U.O.N. L-_Ji (35 KIPS CAPACITY) 3. BEAM REINFORCING SHALL BE CONTINOUS AND LAPS FOR TOP AND BOTTOM REINFORCING SHALL BE c STAGGERED. 4. PROVIDE MINIMUM 30"x30" CORNER BARS AT CORNERS AND INTERSECTIONS. O DENOTES EXIST. PIN PILES 5. WHERE TIE -BEAM OCCURS ADJACENT TO A DESIGNED BEAM, THE TIE -BEAM REINFORCING SHALL BE EXTENDED p A MINIMUM OF 36" INTO THE DESIGNED BEAM. _0 C C W +- U 1Q BLDG. DEPT. COMMENTS 7-26-16 TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS PE Z. - ENGINEER OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COBYTNG AND OTHER PROPERLY Rj IN THE,' - PLANS. THIS DESIGN ppNNpp DRAW / R 7- L NEITHER TO BE REP(20DbtmO , COPIED, NOR CHANGED IN ANY FORM OR MANNER WHAT- ALEXANDER ROCHELL SO EVER NOR ASSIGNED TO ANY PARTY > WrIHOUT FIRST OBTAINING THE EXPRESS FL P.E. #60735 ROCHELL ENGINEERING, INC WRITTEN PERMISSION AND CONSENT OF 205 Santillaae Avarwe STRUCTURAL CONSULTING ENGINEERS ROCHELL ENGINEERING, INC. Coral Gables, Florida 33134 CERf OF>AUTHORIZATIGN N0.27054 TEL- 305.649.4049 - FAX: 305.649.4149 U ll O Dn 2 O 70 N 70 U Q sheet no. S-1 STEEL COLUMNS SCHEDULE MARK SIZE BASE P CAP W P V4"x 12"x 1'-0" STL. PLATE SC-1 HSS 4x441 W/(4)-%" O HILTI" KWIK BOLT. SEE DETAIL #/S-# 3 EXP. ANCHOR EMB.=4" "0 92M 1. ALL STEEL COLUMNS SHALL BE GROUT FILLED. ALLOW A 2"x2" OPENING ON CAP PLATE FOR GROUT. 2. PROVIDE PRESSURE RELIEF HOLES AT BOTTOM, TOP AND AT MID -HEIGHT. 3. SHOP WELD BASE AND CAP PLATES. 4. Fy= 46 KSI. ROOF ANCHOR & CONNECTOR SCHEDULE ANCHOR PRODUCT CODE MANUFACTURER ALLOW. GRAVITY ALLOW. UPLIFT SEAT/BEAM/LEDGER FAST. SCHEDULE STRAP/JOIST/TRUSS FAST. SCHEDULE L1 (POUNDS)(POUNDS) L2 PRODUCT APPROVAL EXP. DATE �1 NVHTA-24 NU-VUE N/A 2649 (6)-10Dx1A" NAILS (18)-10DOW NAILS 1575 2175 13-0206.17 5/22/2018 Q2 UGTS43 USP N/A 7813 (2)-Y+x5' LONG WEDGE -BOLT (8)-16D NAILS N/A N/A FL 2033.1 10/31/2016 03 NVSTA-24 NU-VUE N/A 1426 (6)-1ODx111" NAILS (9)-1ODx1A" NAILS 950 1430 13-0206.17 5/22/2018 ® HTS30C SIMPSON N/A 1450 (8)-Yi 0 TAPCONS W/11h PENETRATION (20)-10D NAILS N/A N/A FL 10456.6 12/31/2016 O5 RT7 USP N/A 585 (5)-80 NAILS (5)-8D NAILS 195 195 FL 17236.11 10/31/2016 © HUS28 USP 4345 2570 (2?)-16D NAILS (8)-16D NAILS N/A N/A FL 17232.7 10/31/2016 07 JUS28 USP 1270 1115 (6)-10Dx1Ye' NAILS (4)-1ODx1A" NAILS N/A N/A FL 17232.12 10/31/2016 �8 PAU44 USP 6775 2265 (1)-~ ANCHOR BOLT (2)-Yt"0 THRU-BOLTS N/A N/A FL 17239.13 10/31/2016 �9 A87 NU-VUE 582 582 (4)-10Dx11h' NAILS (4)-1ODx1A' NAILS 794 N/A 13-0206.17 5/22/2018 10 HETA 20 SIMPSON N/A 1810 4' MIN. EMBEDMENT (8)-16D NAILS 340 725 FL 11473.3 12/31/2016 ANCHORS (REFER TO SCHED.) STL. PLATE (REFER TO SCHED.) STL. COLUMN (REFER TO PLAN 12" & SCHED.) BASE & CAP PLATE DETAIL SCALE : 1" = 1'-0" ON C. NN) NRY NN) SECOND FLOOR NOTES: 1. TOP OF EXIST. TIE -BEAM ELEVATION = +9'-4", U.O.N. ON PLANS. COORDINATE W/ARCHITECTURAL DRAWINGS. 2. DATUM ELEVATION, +2'-6" (+7.86' NGVD) U.O.N. ON PLANS. 3. REFER TO ROOF ANCHOR & CONNECTOR SCHEDULE ON THIS SHEET FOR CONNECTORS USED FOR THE ROOF FRAMING CONNECTIONS TO SUPPORTING WALLS, COLUMNS & BEAMS. 4. ALL ANCHORS, CONNECTORS & FASTENERS USED TO SECURE THE ROOF FRAMING TO CONCRETE SHALL BE GALVANIZED. 5. COORDINATE ALL WINDOW, DOOR AND OPENING LOCATIONS WITH ARCHITECTURAL DRAWINGS. 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN. 7. COORDINATE W/ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. 8. CONTRACTOR TO COORDINATE W/ARCHITECTURAL AND MEP DRAWINGS FOR A/C, MECHANICAL & PLUMBING OPENINGS. REFER TO NOTE "A". REFER TO _6a NOTE "B" "I 4#5 VERT. #3 TIES 0 8" O.C. C-1 A. PROVIDE #7 DOWELS x 3'-6" LONG. DRILL & EPDXY GROUT 6" MIN. INTO FOUNDATION AND CONC. BEAM S. PROVIDE #4 DOWELS 0 16" O.C. DRILL & EPDXY GROUT 4" MIN. INTO FULLY GROUTED CELL OR COLUMN. C. ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG -TIE CO. UNDER FL 16230-R1 PRODUCT APPROVAL CONCRETE COLUMNS DETAILS SCALE : -Y4" = 1'-0" EXIST. CONC. SLAB 1'-2 (TO REMAIN) PROVIDE #4 NOESBAR EXIST. CONC. SLAB (TO REMAIN) PROVIDE NEW CONC. STEP ' REINF. W/ (2)-#4 CONT. )L. / % MID -DEPTH & #4 ® 8" O.C. BENT DOWELS W/ 4" MIN. EMB. EXIST. STEM WALL CUPPER �� A,VAir— I � (TO REMAIN) VN) CON C. STEP DETAIL C SCALE : 3/4" = 1'-0" % LEGEND: DENOTES EXISTING FLOOR FRAMING (TO REMAIN) — DENOTES EXISTING MASONRY WALL (TO REMAIN) PROPOSED MASONRY WALL EXIST. CONCRETE COLUMNS PROPOSED CONCRETE COLUMNS SLAB EDGE TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. ENGINEER OF RECORD HEREBY Ex / RESERVES HIS COMMON L� 1THIG AND OTHER PROPE GFrtS IN THES ��/.�7 PLANS. THIS DES AND DRAWINGS RE / NEITHER TO BE R RODUCED, COPIED, NOR - CHANGED IN ANY FORMORMANNER WHAT— ALEXANDER ROCHELL SO EVER NOR ASSIGNED TO ANY PARTY WrHOL1T FIRST OBTAINING THE EXPRESS FL P.E. #60735 ROCHELL ENGINEERING, INC" WRITTEN PERMISSION AND CONSENT OF 205 Saritilhra Avenue STRUCTURAL CONSULTING ENGINEERS ROCHELL ENGINEERING, INC. Coral Gables, Florida 33134 CERT. OF AUTHORIZATION No. 27054r: TEL: 305.649.4049 — FAX: 305.949.4149 W J ^ - 00 z J 0, CM M 10 LU Q Ll ^1^--/ I..L Q CV Q O Q U S LL. OQ O n N Q 0` p w ? 1r) CV OOV O v' �>jCVuU Q W Q ¢�M O 14 CV H— U O ON, ^^ r). d Architect's the author and owner of all diavdngs and specifications and other documentsincluding those in electronic formprepared by the Architect and the Architects consultant and the Architect shall refdn all common Ow statutory and other reserved fights. Including copy fghfs for this project The owner and/or others shall not use the Architects arawings and specifcations on other projects. 0 o `` // Y L� $ - L >LU Q Q o o0 Z m w O 0 x O MO Q OH O z� z o Q LU ai --C ova. ��aaaa :• 0 0 O N O 0) 70 .? -0 U Q sheet no. S-2 c'vlcT I nmA ROOF FRAMING PLAN SCALE : Y4" = 1'-0" N ROOF ANCHOR & CONNECTOR SCHEDULE ANCHOR PRODUCT CODE MANUFACTURER ALLOW. GRAVITY ALLOW. UPLIFT SEAT/BEAM/LEDGER FAST. SCHEDULE STRAP/JOIST/TRUSS FAST. SCHEDULE L1 (POUNDS)(POUNDS) L2 PRODUCT APPROVAL EXP. DATE 01 NVHTA-24 NU-VUE N/A 2649 (6)-10Dx1A' NAILS (18)-1ODx1Ye" NAILS 1575 2175 13-0206.17 5/22/2018 02 UGTS43 LISP N/A 7813 (2)-*"x6' LONG WEDGE -BOLT (8)-160 NAILS N/A N/A FL 2033.1 10/31/2016 03 NVSTA-24 NU-VUE N/A 1425 (6)-10Dxl%" NAILS (9)-IODAW NAILS 950 1430 13-0206.17 5/22/2018 ® HTS30C SIMPSON N/A 1450 (8)-1400 TAPCONS W/1% PENETRATION (20)-10D NAILS N/A N/A FL 10456.6 12/31/2016 QS RT7 LISP N/A 585 (5)-8D NAILS (5)-8D NAILS 195 195 FL 17236.11 10/31/2016 © HUS28 USP 4345 2570 (22)-16D NAILS (8)-16D NAILS N/A N/A FL 17232.7 10/31/2016 70 JUS28 USP 1270 1115 (61 NAILS (4)-10DAW NAILS N/A N/A FL 17232.12 10/31/2016 ® PAU44 USP 6775 2265 (1)-%'00" ANCHOR BOLT (2)-14"0 THRU-BOLTS N/A N/A FL 17239.13 10/31/2016 09 AB7 NU -WE 582 582 (4)-1ODx1W NAILS (4)-10DxIW NAILS 794 N/A 13-0206.17 5/22/2018 OO HETA 20 SIMPSON N/A 1810 a MIN. EMBEDMENT (8)-16D NAILS 340 725 FL 11473.3 12/31/2016 %'x10" LONG STL. PLATE EA. SIDE OF BEAM) !EMAIN) -%"x10" LONG STL. PLATE EA. SIDE OF BEAM) (EMAIN) ROOF NOTES: 1. DATUM ELEVATION, +2'-6" (+7.86' NGVD) 2. TYP. TIE -BEAM ELEVATION = +17'-4", U.O.N. (VA.F.) 3. EXIST. WOOD TRUSSES SPACED AT 24" O.C. (TO REMAIN) 4. REFER TO ROOF ANCHOR & CONNECTOR SCHEDULE ON THIS SHEET FOR TRUSS CONNECTORS USED FOR THE ROOF FRAMING CONNECTIONS TO SUPPORTING WALLS, COLUMNS & BEAMS. 6. ALL ANCHORS, CONNECTORS & FASTENERS USED TO SECURE THE ROOF FRAMING TO CONCRETE SHALL BE GALVANIZED. 7. COORDINATE W/ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. B. DRAINAGE SLOPE, ETC. NOT SHOWN ON THIS PLAN. 9. ROOF EXPOSED AREAS SHALL BE PROVIDED WITH 1x4 TONGUE & GROOVE ORNAMENTAL DECKING AT SHEATHING FAST W/(2)-10d RINGSHANK NAILS EA. CONN. (REFER TO PLAN). ROOF SHEATHING NOTES: ALL ROOFING ACCESSORIES AND MATERIALS SHALL HAVE MIAMI-DADE COUNTY PRODUCT CONTROL APPROVAL AND MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND DIRECTIVES OF THE NOTICE OF ACCEPTANCE (NOA) ISSUED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM, PER FBC REQUIREMENTS. ROOF SHEATHING SHALL BE A.P.A. RATED, NOT LESS THAN 5/8" (19/32") EXTERIOR GLUE TYPE PLYWOOD SHEATHING AND SHALL HAVE MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE. INSTALL SHEATHING IN ACCORDANCE WITH REQUIREMENTS OF FBC SECTION 2322.2. SHEATHING SHALL BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM USING 10d GALV. RING -SHANK NAILS (3"xO.135 MIN. SHANK DIA. AND RING OF 0.012 DIA. OR LARGER) ® 6" O.C. (U.O.N.). BLOCKED & UNBLOCKED PLYWOOD DIAPHRAGM SHALL CONSIST OF 5/8" (19/32") STRUCTURAL GRADE I PLYWOOD CONTINUOUS OVER TWO OR MORE SPANS, FACE GRAIN PERPENDICULAR TO SUPPORTS, FASTENED WITH 10d GALV. RING -SHANK NAILS, 11-ti" MIN. PENETRATION IN 2" MIN. NOMINAL FRAMING MEMBERS SPACED AT 4" O.C. AT ROOF DIAPHRAGM BOUNDARY PANELS & AT 6" O.C. AT ALL OTHER PLYWOOD PANEL EDGES AND ALONG INTERMEDIATE FRAMING MEMBERS. r ^Arr rl r1 r':F .lvl v ..- TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. U J J 00 zJ C C ) M .p Q � 10 ^�LU Q U CY) �� t/) Qx o ,Q?N w L0 O� W O ) U CV C14 > w Q Q QO -dM CN ~ U n N Q O 01 01 Architect Is the author and owner of all drawings and speclBcallons and other documents, including those in electronic form, prepared by the Architect and the Architect's consultant and the Architect shall retoin oil common low, statutory and other reserved rights. Including copy rights for this project. The owner and/or others shall not use the Architect's drawings and specifications on other projects. W U z w 0 0 O z O ` / 0 4M Q Y 0W CI OC Q O 4yZ 0 Cd 0 Q Q O rn > O Z5a Z L a� C LaW Q O O 70 70 .N 70 U U a1) Q sheet no. ENGINEER OF RECORD 14= RESERVES HIS COMMON PYRIGHT AND OTHER PROP RIGHTS IN TH PLANS. THIS N AND DRAWINGS NEOHER TO REPRODUCm, COPIED, CHANCED IN FORM OR MANNER WHAT — SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ROCHELL ENGINEERING, INC. ! r f C tom/ ALEXANDER ROCHELL FL P.E. #60735 205 SonttOane Avenue Coral Gables, Florida 33134 TEL 305.&19.4049 — FAX 300.949.4149 ROCHELL ENGINEERING, INC STRUCTURAL CONSULTING ENGINEERS CERT.OF AUTHORIZATION No. 27054 S-3 TOP OF RIDGE TOP OF�CONC- BEAM EY L.= +17r-4" - - - - - 0 0: -55 PSF +50 PSF TOP OF SECOND FLOOR SLAB EL-=- +9 -4 OTOP OF FIRST FLOOR SLAB EL.= +0 -0 +7.86' NGVD FRONT ELEVATION SCALE : 1/4" = V-0" JLJLJ SIDE ELEVATIO SCALE : 1/4" = V-0" N (SOUTH NOTES: 1. COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON Kd=0.85 PER ASCE 7-10 & FLORIDA BUILDING CODE 2010. 2. THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS GENERAL INFORMATION & PERMIT ONLY. 3. IT IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AS A SPECIALTY ENGINEER TO CALCULATE & DETERMINE EA. WINDOW/DOOR WIND PRESSURES AS REQUIRED BY THE 2010 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES SHOWN ON THIS PLAN. 4. ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE WINDOW/DOOR SYSTEM PART OF THIS PROJECT. 5. ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WIND LOADS PER ASCE 7-10 & 2010 FBC THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS R4403.16 & R4410. -LTOP OF RIDGE ,STOP OF CONC. BEAM E� L•= +17r-4" TOP OF CONC. BEAM EL.= +8 -0 A TOP OF LOW WALL EL .= +4 -0 ABOVE GRADE) TOP OF GROUND FLOOR SLAB DEL = +0'-0° (+7.86' NGVD) WIND LOADS ON COMPONENTS & CLADDING ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. 500 SQ. FT. 0 -46.7 -45.4 -43.8 -42.4 -42.4 -42.4 1 -81.3 -74.8 -66.6 -59.7 -59.7 -59.7 Q -81.3 -74.8 -66.6 -59.7 -59.7 -59.7 ® -55.4 -53.1 -50.2 -47.5 -45.3 -42.4 Q -68.3 -63.8 -58.0 -52.6 -48.2 -42.4 ®eQ5 +51.0 +48.8 +45.9 +43.2 +41.0 WALLS APPROVED_._ v ----7 \ O / I n I " TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS PERTAINING TO H.V.H.Z. A �- 1W COPIRIGFif HTS IN TH .•elL �� )MW NG E 4 COPIm, NOR . c1ANNER WHAT- ALEXANDER ROCHELL U ANY PARTY THE EXPRESS rt FL P.E. #60735 ROCHELL ENGINEERING, INC.: CONSENT OF 205 Santillons Avenue STRUCTURAL CONSULTING ENGINEERS Coral Gables, Florida 33134 CERT, OF AUTHORIZATIONNo. 27054 TEL' 305.949.4049 - FAX 305.60.4149 w ^"00 Z -J 0, 16 co LLU Q LL � ^� Q O Q O Q O IL 5 to L 1 C� Q O` 0 W = N N O 06 O rn 10 U O N > uj W Q O "' 2 N ~ U N Q Architect Is the author and owner of all drov.mgs and spec'Fcat'ons and other documents. inauding those in electrohc formprepared by the Architect and the Ar: hhect's conso fail and the Architect shall retain ail common law. statutory and other reserved rights. Inc uding copy rights for -Ws project. The ovmerand/or others shad rot use the Architect's pro Wngs and specifications on other projects. w U z w 0 0 O Z o, O > o< o ¢ < 02 9 Ocli x O Z Z m w O =� �O Q OH O z z QLLJ Oi a ..0 I 1° r 0 I ��aaaa I I NI W Q I -0 C U N D 2 2 2 sheet no. S-4 TOP OF LOW WALL EL.= +4'-01 ABOVE GRADE Cu SOUTH SIDE ELEVATION SCALE : 1/4" = 1'-0" L -F 01011001 NORTH SIDE ELEVATION SCALE : 1/4" = 1'-0" in i -LTOP of RIDGE h22'-4` F CONC. BEAM h17T4�— F CONC. BEAM 1-10 -0 "— F SECOND FLOOR SLAB hg -4 F GROUND FLOOR SLAB h0 -0 +7.86 NGVD) TOP OF RIDGE EL.= +22 -4 ,STOP OF CONC. BEAM DEL.= +17'-4" TOP OF SECOND FLOOR SLAB EL.= +9 -4" ,STOP OF GROUND FLOOR SLAB EL= +0'-0" (+7.86' NGVD) 1 S I RUt lUj:F'1t- APPROVG[3_.. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REOUIREMENJS_OFf . 14, LATEST REVISIONS, INCLUDING S5aTt0NS PERTAINING T // \\ ENGINEER OF RECORD H RESERVES HIS CO LAW COPYRIGHT AND OTHER P ERTY RIGHTS IN TH PLANS. DESIGN AND DRAWIN E NEER TTHBE REPRODUCED. Cl NOR CHAN ANY FORM OR MANNER WHAT- ALEXANDER ROCHELL SO EVER NOR ASSIGNED TO ANY PARTY - WITHOUT FIRST OBTAINING THE EXPRESS FL P.E. #60735 ROCHELL ENGINEERING, INC WRITTEN PERMISSION AND CONSENT OF 205 Sanhllone Avenw STRUCTURAL CONSULTING ENGINEERS RGCHELL ENGINEERING, INC. Coral Call Florida 33134 CERT, OF AUTHORIZATION No. 27054 TEL.• 305A49.4049 —FAX: 305.50.4149 W ^00 Lu Q So ^�^ I..L Q Q O U Cli ILL. CQ � N < aw p ? LO O W n "O U O i Uj Q No LO w Quo 2 �~ U N Q 01 0" Architect k the author and owner of all drawings and spec foofore and othe• documents. inc uding those In eectrcric form. prepared b/the Architect and the Architects consu font and the Archrect shall retain all common law, statutory and offer reserveo rights, inc uding copy rights far the project. Theosnerral others shall not use the Architect's draw'ngs and specifications on other projects. w U z w 0 v J LU ry 0 O N Z `` // 1- Y ; 00 rLu < Q ^\ Z O _0 O Q y r Z m w O 2 0 �O OH O Z� LU Cli o, sheet no. S-5 —I /� 11111L L4"x4"xY4"x0'-8" STL. ANGLE W11A-0 "HILTI" KWIK BOLT 3 PROVIDE 2x WD. TREAD EXP. ANCHORS (EMB.=3Y2") TO FAST W/(2)-16d NAILS CONIC. SLAB & (2)-9%"0 A307 ® EA. SUPPORT THRU-BOLTS B TOP OF GROUND FLOOR (TYP. AT CONN. TO STRINGERS) S-9 EL. _ +2'-6" (+7.86' NGVD) I I I I+ +I +I I II III G-11 I II III © III II II I SA-9 D I C S-g ol3II 0 LNI o I1l EL C3 I II z_ 3�' UP ow III II Illip I IlaIK IK -A- NEW (2)-2X12 D. BEAM FAST W/4%"0 �' I - - - - - - - - - - - - - A307 THRU-BO TS ®12" O.C. STAGGERED N N =�Tif �TII= �TFr �Il� --1 4 r--� -7T1r III II II II II II II II II III II II II II II II II II III %. I I II II II II II III II II II II II II II II l II II II III III II II II II II II II II II II II II II II II II II Ill I I II II II II II �II II II III II II II II II II II III jllll II II >11 II II II II III oll II II I II II II II II �II I II II II II II II II II I II II II II II II II II III II II II II II III II II II it II II II II II II II III ; I III I II II II II II III II II II II II II II II II II II III �. III I II II II II II III II II it II II II II II II II II III II i II II II II II III II II II II It II II II II III II II II II II II III II II II II II II II II II II Ill II i ILLLLLLLL1111L11111_-/ /1�i�1�JJ�� ; J EXIST CONIC. GR DE BEAM (TO REMAIN) 11 ` 2x6 P.T. WD. LEDGER PROVIDE ONE LAYER OF V4m PLYWOOD FAST. W/W0 "HILTI" KWIK BOLT SHEATING AT LANDING (REFER TO 3 EXP. ANCHOR ® 16" O.C. 1 SECOND FLOOR SHEATHING NOTES) (EMB. 4" MIN.) S-7 PARTIAL PLAN -STAIR (GROUND FLOOR) SCALE -Y4" = 1'-0" 2x14 WD. STRINGER (BEYOND)(TYP.) Ya" PLYWOOD SHEATHING A116911d[�ISiL•1x�:1�_L'ali PARTITION WALL (TO REMAIN) I I (TYP. WHERE SHOWN) --- I I z I¢ w _ I O 1 < I¢ w m I o 0 s I U Z O U V) I Ld %I TOP OF LANDNI I EL. = +3'-0" - tAI A (TYP) L4"x4"xY4"xO'-6" STL. ANGLE W/(2)-4%"0 A307 THRU-BOLTS EA. CONNECTION L4"x4"xY4"xO'-6" STL. TOP OF LANDING 2=JOISTS ANGLE W/(2)-§%"0 A307 WTHRUEBOLTS EA. EL. = +3'-0"CONNECTION r TOP OF LAND 2x6 ® 16" O.C. (TYP. ® LANDING) 204 WD. STRINGER 112 3" PROVIDE ANCHOR 1X" (REFER TO SCHED.) 2 NEW (2)-2X12 IND. BEAM FAST W/W0 A307 THRU-BOLTS 0 12" O.C. STAGGERED ""�1-44 WD. COL. (BEYOND) ,I (REFER TO PLAN VIEW DETAIL —< D SCALE: 1" = 1'-0" 2x WOOD TREAD FAST. TO A SEE STRINGER W/(2)-16d NAILS PLAN PER SUPPORT EU LLL ¢ L4"x4"xY4"xO'-8" STL. ANGLE 1n a W/V2" 0 "HILTI" KWIK BOLT 3 EXP. ANCHORS (EMB.=3Yi") TO CONC. SLAB & (2)-4%" 0 A307 THRU-BOLTS ,A '4' (TYP. AT CONN. TO STRINGERS) 2x14 WOOD _- t(REFER EXIST. CONC. SLAB STRINGERS AT EDGES TO PLAN) 2 TOP OF SLAB EL. =SEE PLAN SEE PLAN 2x WOOD TREAD FAST. TO STRINGER W/(2)-16d NAILS PER SUPPORT 2x14 WOOD �:_• . �, - STRINGERS EXIST. CONC. SLAB (REFER TO PLAN) TOP OF SLAB EL. = SEE PLAN IO L4"x4"xY4"xO'-8" STL. ANGLE W/Yz"O "HILTI" KWIK BOLT 3 SECTION A-� EXP. ANCHORS (EM6.=3Y2") TO CONC. SLAB & (2)-!l A307 THRU-BOLTS (TYP. AT CONN. TO STRINGERS) DETAIL B SCALE: 1" = 1'-0" PROVIDE ANCHOR( - NEW (2)-2X12 WD. BEAM FAST (SEE SCHEDULE) ""0 A307 THRU-BOLTS ® 12" O.C. STAGGERED I\--4x4 WD. COL (BEYOND) (REFER TO PLAN VIEW DETAIL SCALE: 1" = 1'-0" CONCRETE SLAB - (REFER TO PLAN) EXIST. WD. JOISTS (TO REMAIN) (REFER TO PLAN) PROVIDE Px7%"x10"x CONT. STL. PLATE BETWEEN WD. JOISTS PROVIDE NEW 2x12 WD. - BEAM FAST W/4%"0 A307 THRU-BOLTS ® 12" O.C. (STAGGERED) V D r.TOP OF SECOND FLOOR EL. _ +9'-.4' S-9 I I 12" 12" O.C. I I III I I I \ II III I PROVIDE 202 WD. JOIST & STL. TFII III \ PLATE ONE SIDE OF EXIST. JOIST & II II II \ FAST. W/%"0 A307 THRU-BOLTS II II III ® 12" O.C. (STAGGERED) / I III I \ II II � II III I \ I III �! a II II Ld \ III m \ II II III I I \ / I I IW �I I EXISTING LOAD -BEARING PARTITION WALL d ¢ w \ � - III - � I IN - II. Kill, BELOW TO REMAIN (BELOW) ( ) m II �, Ito I I I I \ Ito O II 0 II 1 1 z 0 3 0 t- U OPEN I I x x cal I I II III X w \ J 1¢Z III DN.II - 3¢ \ PROVIDE 2x WD. TREAD II I I I III I I w ce / FAST W/(2)-16d NAILS \® II z of EA. SUPPORT I I w \ I 'IDO \ 4'-0" N O w / \ X rD LU I I ;'I I � I I EXI T, TIE REMAIN) EXIST. 16"x20" CONC.---- -BEAM (TO BEAM (TO OEMAIN) EM11 L8"x4"xY4"xO'-6" STL. ANGLE W/(2)-3%" 0 A307 THRU-BOLTS TO REINFORCED WD. JOIST & (2)-%"0 E x 4" LONG LAG SCREWS ® 12" O.C. (TYP. AT CONN. TO STRINGERS) S-g SEE PLAN 1x WOOD RISER FASTENED _ TO STRINGER W/(2)-15d 2,. "1' w a NAILS PER CONN. " 4 �a io 6 1h" _ 2x WOOD TREAD FAST. TO w STRINGER W/(2)-15d NAILS 1Yz PER SUPPORT 1 Y§" ° rI STRINGERS D AT EDGES DETAIL D SCALE: 1" -7 PARTIAL PLAN -STAIR SCALE Y4" = 1'-0" 2x WOOD TREAD FAST. TO STRINGER W/(2)-16d NAILS PER SUPPORT PROVIDE 2x12 WD. JOIST & STL PLATE ONE SIDE OF EXIST. JOIST & FAST. W/3%"0 A307 THRU-BOLTS ® 16" O.C. (STAGGERED) (REFER TO PLAN) L3"x4"xY4"x0'-9" STL. ANGLE— W/(2)-%"O A307 THRU-BOLTS TO REINFORCED WD. JOIST & (2)-4%"0 A307 THRU-BOLTS (TYP. AT CONN. TO STRINGERS) SECOND FLOOR i0 i0 4" L6"x4"x1/4"xO'-9" STL. ANGLE W/(2)-4%"0 A307 THRU-BOLTS TO REINFORCED WD. JOIST & (2)-3%"0 x 4" LONG LAG SCREWS ® 12" O.C. (TYP. AT CONN. TO STRINGERS) DETAIL E SCALE: 1" = 1'-0" 2x WOOD TREAD FASTENED TO STRINGER W/(2)-16d NAILS PER SUPP. 2x14 WOOD STRINGER (TYP. AT EDGES) 4e00 x4" LONG LAG 4 SCREWS ® 6" O.C. (TYP AT EA. STUD CONN.) EXIST. WD. PARTITION WALL (TO REMAIN) (REFER TO PLAN) Aprr TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIONS P I ING TO H.V.H.Z. ENGINEER OF RECORD HER RESERVES HIS COMMOy COAS AND OTHER PROPEfl1Y RIGHTS IN TIjESE PLANS. S UESICN AND DRAWI ARE N BE REPRODUCED, COPIED NOR if CH GED IN ANY FORM OR MANNER WHAT— ALEXANDER ROCHELL SO NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS FL P.E. #60735 ROCHELLENGINEERIE INC WRITTEN PERMISSION AND CONSENT OF 205 SarrhTlane Avenue STRUCTURAL CONSULTING ENGINEERS 'I ROCHELL ENGINEERING, INC. Coral Ga61ee, Florida 33134 CERT. OF AUTHORIZATION No 27054 TEL 305.049.4049 — FAX: 305.549.4149 LU J r, - co z J a n M .o H Q ^� N Q O O Q O LL N M L L I C/i Q U p w = N 0 06 O to U O <Q LU•O 0 W Q QdM o _ 0 U O O1 n 01 let Architect Is the author and owner of all dmv:ings and specirca sand other documents. inc ud'ng those in e ectronic fans prepared by the Architect antl the Archhect's consuRoni and the Arditectshall rota �, all common loa. statutory and other reserved rghts. ncludng copy rights for th's project. The owner and/or others shall nor use the Archdects dmwings and specifications on other projects. w U Z LU 0 V I W 2 O LU O Fcc Q 0 0 0 O Q Z r O mw O0 =0 0O Q O� o � 8¢ z K inz P U N a a <ID O _0 .y 0 U CL sheet no. S-6 es• EXIST. MASONRY WALL (TO REMAIN) (REFER TO PLAN) TOP OF EXIST. CONC. BEAM .L EL. = SEE PLAN EXIST. CONC. BEAM (TO REMAIN) LB"x4"xVb"xO'-10" STL. ANGLE W/(4)—1 "HILTI" KWIK BOLT 3 EXP. ANCHORS (EMB.=4") & (4)-%" 0 A307 THRU-BOLTS STL. BEAM - (REFER TO PLAN) PROVIDE #5 VERT. — TIE -DOWN ® LOCATION OF STL. BEAM (REFER TO PLAN) 0 FRONT VIEW SCALE: 111:" = V-0" EXIST. MASONRY WALL (TO REMAIN) PROVIDE 11,1e"xt" LONG HORIZ. j SHORT SLOTTED HOLES ® STL. ANGLE FOR (4) WO A307 THRU-BOLTS FOR ADJUSTMENT. (TYP. ONE END ONLY) 8" STL. BEAM PROVIDE ANCHOR (7 2" 4" 2 (REFER TO PLAN) (REFER TO PLAN & SCHEDULE) i 12 �3 y2 STOP OF�BEAM ELY SEE PLAN 1 " PROVIDE 2xl2 WD. NAILER EA. SIDE OF BEAM & FAST. W/%"m A307 THRU-BOLTS ® 16" O.C. (STAGGERED)(REFER TO PLAN) 7" loll EXIST. 2x12 WD. RAFTER FAST. TO WD. 1 NAILER W/"USP" JUS210 JOIST HANGER 4„ FAST. W/(6)-10D NAILS TO WD. NAILER & i EMB., (4)-10D NAILS TO EXIST. WD. JOIST. L8"x4"x3A"xO'-10" STL. ANGLE W/(4)-%" 0 "HILTI" KWIK BOLT 3 EXP. ANCHORS (EMB.=4") & (4)-i'e" 0 A307 THRU-BOLTS EXIST. CONC. BEAM (TO REMAIN) SSEECCTION A —A NN. DETAIL ( A \ NTERIOR TOP OF BEAM EL. SEE PLAN DIVIDE 2x12 WD. NAILER EA. )E OF BEAM & FAST. WIWI 07 THRU-BOLTS ® 16" O.C. TAGGERED) STL. COL. (BEYOND) (REFER TO PLAN.) Men B EXIST. 2xl2 WD. RAFTER FAST. TO WD. (REFER TO PLAN & al NAILER W/"USP" JUS210 JOIST HANGER SCHEDULE) (TYP') /4 I FAST. W/(6)-10D NAILS TO WD. NAILER & (4)-10D NAILS TO EXIST. WD. JOIST. (TYP.) STL COL. (BEYOND) (REFER PLAN.) STIL. COL. PROVIDE STIFFENER PLATE (REFER TO PLAN.) ® STL. BEAM LOCATION, STEEL PLATE SHOP WELDED TO FRONT VIEW STEEL COLUMN (REFER TO SECTION B—B ,LEL. 0 SCHEDULE) +3ANODING EXIST. RAFTERS TO STL. BEAM CONN. DETAIL 2x6 ® 16" D.C. WD. JOISTS SCALE: 11h" = V-0" EXTERIOR ROUGHEN EXIST. CONC. SURFACE PROVIDE #5 DOWELS 8" O.C. X 3'-0' LONG #3 NOSEBAR DRILL & EPDXY GROUT (TYP) A MIN. 4" INTO EXIST. PROVIDE #4 ® 12" O.C. CONC. BEAM. BENT BARS CONC. SLAB (REFER TO TOP OF POOL DECK PLAN FOR SIZE & REINF.) EL.= -2'-0" SLOPE _ 4'a" COVER SEE ARCH. 8'4' COVER, Of GRADE %\`j\y\j/\\j/\�%/ COVER STL ANGLE 2 l / /\\/ /\\/\\i. %W F'c=5000 PSI GROUT / CLR, c u "COVER / / PROVIDE 4%" THICK ®12", j i v/VA/VA/VA/VA�VA/V\, 14" PILE PROJECTIONVAA, O.C. STIFF. PLATE SHOP�AAj�/� WELDED TO STL. ANGLES . i I ICONT. STL. ANGLE 4" 0 STL. PIN;;` #408" O.C. EACH WAY', PILES (TYP) FAST. W/�% 0 HILTI' KWIK' ��/iV�/%/ BOTTOM (REFER TO j BOLT 3 EXP. ANCHOR 012 PLAN & O.C. (EMB.=4")�%AAjAAj i, VAPOR BARRIER DETAILS)(EFER TO \ \ PR AN &NOTES) \\ \\ \\` \\\/\�\\\\\/, 11 DETAIL EXIST. G` (TOO SCALE: 3'4" = l'-0" INTERIOR I I EXIST. 8" MASONRY WALL (TO REMAIN) EXIST. CONC. SLAB (TO REMAIN) TOP OF SLAB �y EL.= +2'-6" I I I I I, I t EXIST. CONC. BEAM PROVIDE #4 BENT (TO REMAIN) DOEMB. SINTO EXIST. CONC. PROVIDE L 4%4"xV4'x5'-0" STL. ANGLE FASTENED W / " „ 'yy 0 HILTI" KWIK BOLT 3 EXP. NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—Rl PRODUCT APPROVAL ALL SPECIFIED EPDXY ADHESIVE ANCHORS 012" O.C. W/ 4" MIN. EMB. EXIST. POOL DECK MATERIAL SHALL BE "SET EPDXY —TIE" . SLAB (TO REMAIN) EPDXY MANUFACTURED BY SIMPSON #3 NOSEBAR ( TYP) 1� STRONG —TIE CO. UNDER FL 11506.4 z, PRODUCT APPROVAL GRADE EXIST. CO C. GRADE BEAM (T REMAIN) OF EXIST. GRADE BEAM 2'-n \ f HL. _ —2'—fill (V.I.F.) PROVIDE #4 ® 8" O.0 EACH; ' WAY TOP & BOTTOM W/ CONC. PILE (TO MIN. EMB. INTO EXIST. CONC. / V/ /REMAIN) % /x \\ DETAIL D SCALE: Yz" = 1'-0" EXIST. CONC. SLAB - (TO REMAIN) LTOP OF EXIST. SLAB 3 PROVIDE V4" PLYWOOD SHEATHING (REFER TO SECOND FLOOR PLYWOOD NOTES) PROVIDE ANCHOR (z7H (SEE SCHEDULE) / 2x6 P.T. WD. LEDGER FAST. W/%"O "HILTI" KWIK BOLT 3 EXP. ANCHOR ® 16" O.C. (EMB. 4" MIN.) - EXIST. PLYWOOD SHEATHING (TO REMAIN) - EXIST. ROOF TRUSSES (TO REMAIN) - EXIST. ROOF ANCHOR (TO REMAIN) TOP OF EXIST. CONCRETE BEAM EL. = +17'-4" (V.I.F.) —EXIST. CONC. BEAM (TO REMAIN) EXTERIOR ,LTOP OF EXIST CONC. BEAM EL. _ +3'-fi -EXIST CONC. BEAM (TO REMAIN) EXIST. CMU WALL (TO REMAIN) r, Z EXIST. MASONRY WALL FILLED (TO REMAIN) AREA (REFER TO PLAN) L ,LTOP OF EXIST. GRADE BEAM EXIST. CONC, GRADE BEAM (TO REMAIN) �. �XI ST. PILE C (TO REMAIN)-r�------ ""'"`7 STRUCIURA 7 APr rF.;i L.Dv_ c 1 _--- _� a v 5 SECTION 1 SCALE -Y4" = 1'-O" o TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF 1 2014, LATEST - REVISIONS, INCLUDING SECTIONS P_ERTAfNING- T V.H.Z. ENGINEER OF RECORD HEREW EXPRESSLY 1 \ G PLANS. THIS OE GN ND�DRAWINuyignt 7 'e �-7(rQ NEDNER TO BE EPROOUCED, COP NOR— �� 110 //�// CHANGED IN ANY MANNER whir- ALEXANDER ROCHELL SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS FL P.E. #60735 ROCHELL ENGINEERING, INC WRITTEN PERMISSION AND CONSENT OP 205 Santill Am. STRUCTURAL CONSULTING ENGINEERS RDCHELL ENGINEERING, INC. Coral Gable, Florida 33134 TM 305.540.4040 — FAX: 305.040.4148 -: CERT. OF AUTHORIZATION No. 27054 u J ^-00 J 0, c� % C') p Q 0 Q O CO O ' O C) N Qs� a w L i C6 O H .0 O N 1•p i Q I O U Q 76 Co r L N H O L 0� Ch, -chitect is the author and o,ner of all ny. ings and spec Gcallons and other documents.lnciva'ng those in e ectronic form. prepared b/ the Alchifect and the Archaects consuYOM and the ArchTect shad stain all common IoN statutory and )tier reserved rights, inc cdng copy III fol project. Tne oNner oni others shall not use the ArciiAects Isadngs and specifications on other projects. W U Z UJ 0 v I UJ J w Y� wQ p OOC ne r r � co w O x � H Z < oQ_ Cr, 1. ...•.. a< <��I®• ..�.. l y" r . aaaa wl dl �I i j _0 U N U ' Q sheet no. S/ BLDG. DEPT. COMMENTS 7-26-16 /SBEAM ELTOP = OF SEE PLAN f' l I' DRILL & EPDXY ' I' GROUT DOWELS A MIN. 6" INTO EXIST, CONC. (TYP.) a z W EXIST. CONCRETE SLAB -ON GRADE (REFER TO PLAN FOR SIZE & REINF.) .L TOP OF SLAB EL. = SEE PLAN ADD 4 TIES 04" 0. C. Y2 TIE SPACING (TYP.) DRILL & EPDXY GROUT DOWELS A MIN. 6" INTO EXIST, CONIC. (TYP.) SCALE: Y4" = 1 SECTION A -A EXISTING WALL (TO REMAIN) 4 V4 EXISTING GRADE / BEAM EXISTING PILE SCALE: Y4" = V-0" K: EXIST. CONCRETE BEAM (TO REMAIN) ® 4" O.C. TIES AS SHOWN ON COLUMN DETAILS OR COLUMN SCHEDULE DOWELS SAME SIZE AI�& QUANTITY AS COL. VERT. REINF. R EXIST. CONC. GRADE BEAM (TO REMAIN) (REFER TO PLAN) -EXIST. CONC. PILE BEYOND (TO REMAIN) 0 NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET EPDXY -TIE" EPDXY MANUFACTURED BY SIMPSON STRONG -TIE CO. UNDER FL 11506.4 PRODUCT APPROVAL —DRILL & EPDXY GROUT (3)-#7 x 4'-0" INTO EXISTING GRADE BEAM REINF. FOUNDATION AS SHOWN (SEE SCHED.) A TOP OF GRADE BM. EL .= SEE PLAN Y-6 NEW GRADE BEAM i� (4)—#3 TIES 03" O.C. PROVIDE L 6x6xH xO'-10" STL. ANGLE FASTENED W/ (2)— Y4"0 "HILTI" KWIK BOLT 3 EXP. ANCHORS W/ 4Y4" MIN. EMB. PLICE DETAIL EXIST. CONIC. BEAM DRILL & EPDXY GROUT t 7 REINF. THRU EXIST. / /; CONIC. BEAM z EXISTING MASONRY WALL (TO REMAIN) PROVIDE 2 #5 VERT, REINF. IN GROUTED CELLS. DRILL & EPDXY GROUT A MIN. 6" INTO EXIST. TIE -BEAM & FOUNDATION KNOCK -OUT EXISTING MASONRY WALL AND INSTALL DOWELS AND VERT. FILL W 3,000 PSI PUMP MIX GROUT OPENING TIE -DOWN DETAIL SCALE: Y4" = V-Or' 12" NOTE. - ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSO STRONG -TIE CO. UNDER FL 16230-R1 PRODUCT APPROVAL EXIST. CONC. SILL DRILL THRU HORIZ. REINF. WITHOUT CUTTING OR DAMAGING REINF. DRILL & EPDXY GROUT VERT. REINF. A MIN. 6" INTO EXIST. CONC. FOOTING EXISTING FOUNDATION LV4"0 TAPCON (TYP.) (EMB. = 1 Y4") `ter i 1 Y4' IIN.. EMB. Y4" MAX THICKNESS P.T. WD. BUCKS MASONRY OPENING (REFER TO PLAN) VERTICAL REINF. IN BLOCK CELL FILLED WITH CONC. OR CONC. COL. MASONRY WALL (REFER TO PLAN) (REFER TO PLAN) MASONRY OPENING *NOTES: 1. PROVIDE Y4"O TAPCONS W/1Y4" MIN. EMB. WITHIN 3" OF ALL CORNERS & AT 12" D.C. MAX. FOR THE LENGTH OF EA. WD. BUCK. 2. PLEASE REFER TO EACH INDIVIDUAL WINDOW/DOOR PRODUCT APPROVAL (NOA) FOR SPECIFIC ANCHORING REQUIREMENTS. INTERIOR 1"x5"06 GA. CORRUGATED ANCHORS ® 16" VERTICALLY, HORIZONTAL JOINT REINF. W/t/4"O TAPCON W/1Y4" AT 16" O.C. VERTICALLY PENETRATION INTO EXISTING CMU (TYP. EA. SIDE) NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSO STRONG -TIE CO. UNDER FL 16230-R1 PRODUCT APPROVAL sessessed �U.I-LLLLLLLL�J�LL Lit LL_ EXIST. OPENING TO BE BLOCKED INFILLED (M.I.P.) (REFER TO PLAN) #5 VERT. REINF. IN GROUTED MASONRY UNITS TO BE CELLS. DRILL & EPDXY GROUT REINF. AS PER PLAN A MIN. 6" INTO EXIST. TIE -BEAM & FOUNDATION (TYP.) EXTERIOR MASONRY INFILL PANEL (M.I.P.) DETAIL SCALE: 3/4" = 1'-0" Y4' VERT. CONTROL JOINT 2" HORIZONTAL REINF. (TYP_) (TYP.) I it EXISTING MASONRY NEW CMU WALL r WALL (TO REMAIN) (REFER TO PLAN) PROVIDE SN" WIDE RUBBER CONTROL JOINT MATERIAL CONFORMING TO ASTM D2000 BACKER ROD & RESILIENT CAULKING (TYP. EA. FACE) INTERSECTION CONDITION o�� wQf =0 0- D_ L�Cr 0 x U w0 J o < 0 t SCALE: 1Y2" = 1 (2)-#5x6" LONG A706 DOWELS W/STD. HOOK %"x12"x1'-O" STEEL CAP PLATE WELDED TO PILE & MIDDLE BAR #5 VERT. A706 MIDDLE BAR x 8'-0" LONG (WELDED TO CAP PLATE) 4"0 O.D. SCH. 40 GALV. STEEL PIN PILE W/THREADED COUPLINGS FILL PIPE W/5000 PSI GROUT (WATER -CEMENT RATIO OF 0.45) Y4" VERT.— CONTROL JOIN 2" HORIZONTAL REINF. (TYP.) NEW CMU WALL (REFER TO PLAN) 7 0 BACKER ROD & RESILIENT - CAULKING (TYP. EA. FACE) j4 - EXIST. COLUMN/ MASONRY WALL (TYP.) OF CONTROL JOINT � ROVIDE 67/e" WIDE / RUBBER CONTROL JOINT MATERIAL CONFORMING TO ASTM D2000 n�rn —mil—EXISTING MASONRY WALL (TO REMAIN) CORNER CONDITION NOTES: 1. CONTROL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM FOUNDATION TO TOP OF WALL. 2. TERMINATE HORIZ. REINF. 2" FROM CONTROL JOINT. 3. MAX. SPACING OF CONTROL JOINTS SHALL BE 3x WALL HEIGHT OR 40'-0", WHICHEVER IS LESS. OINT DETAIL -6 PIN PILES NOTES: 1. ALL PILES SHALL BE 4"0 O.D. GALV. STEEL PIN PILES. SCHEDULE 40 WITH MATCHING GALV. COUPLINGS CONFORMING TO ASTM A500 (GRADE B) WITH 46 KSI MIN. YIELD STRENGTH. PILES WILL BE FILLED SOLID W/5000 PSI GROUT (WATER -CEMENT RATIO OF 0.45). PILE POINTS WILL BE FABRICATED WITH WELDED SEALED POINT. 2. PILES WILL BE DRIVEN TO REFUSAL TO A MIN. LOAD BEARING CAPACITY OF 6 KIPS IN COMPRESSION TO BE CERTIFIED BY A GEOTHECNICAL ENG. 3. OPENINGS WILL BE EXCAVATED AT EA. PILE LOCATION IN ORDER TO PLACE PILE AND ITS ATTACHMENTS UNDER PILE CAP_ PILE CAPS WILL THAN BE ENCASED IN CONC. AND BACK FILLED WITH CLEAN FILL. 4. WORK SHALL BE PERFORMED ONLY BY APPROVED PILE CONTRACTOR WITH A MIN. OF 5 YEARS OF LOCAL EXPERIENCE IN THIS TYPE OF WORK. 5. PILE LOG AND CERTIFICATION SHALL BE PROVIDED AT THE COMPLETION OF PILE INSTALLATION BY A FLORIDA REGISTERED ENGINEER FOR ENGINEER OF RECORD REVIEW AND APPROVAL. 6. CONTRACTOR SHALL THOROUGHLY INVESTIGATE THE POSSIBLE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SITUATED AT OR NEAR THE AREA OF WORK BEFORE PROCEEDING BY CONTACTING 811 AND/OR LOCAL UTILITIES. SERIOUS INJURY MAY RESULT FROM FAILURE TO LOCATE AND AVOID ALL UNDERGROUND UTILITIES. JIVI UR RGr UOML STEEL PIN PILE DETAIL SCALE: 11h" = V-0" r'TUFUt�L"''-1! SiP'� � (/✓'//�11I y o TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SE PFE_RTAINING-i ENGINEER OF RECORD HERE RESERVES HIS CON COPIR11 AND OTHER PROPEATY RIGHTS IN IVIRSE U L ' PLANS. NEITH ESIGN AND DRAWI ARE BE REPRODUCED, COPIED, NOR CHANG IN AW FORM OR MANNER WHAT — gLEXANDER ROCHELL WI EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS FL P.E. 60735 # ROCHELL ENGINEERING; INC WRITTEN PERMISSION AND CONSENT OF 205 Smrhllane Avna STRUCTURAL CONSULTING ENGINEERS ROCHELL ENGINEERING, INC. Canal Cables, Florida 33134 CERT. Of AUTHORIZATIONS No. 27054 Ti 305.549,4049 — FAX: 305.949.4149 W _5 �-w Z J aco In o) 6 �� LU Q LL '40/ L1/ Q CV Q O Q U �. LL O Q n tl) Q 0, p Lu 1= 04 O06 O " �0 U 10Uj 04 > 0 � W Q O U h O 01 ^^ 1.1.E 01 �t Architects the author and o«ner of all dravangs and specircations and other documents. Inc'udlng those in eeMn'c form. prepared b/the Architect and the Architects conwltont and the Arch fact shall retain all common low, statutory and other reserved rgh s, inc'od'ng copy rghts for th's project. The owner and/or others shal l not use the Architects drawings and specifications on other projects. Uj U Z w 0 co I Uj ry O 0 as � W$ O o o Q Q rY o O� Q Z r � m w O =� O OH O z� Z 6C Q o Q P I c w Q 0 O O z U � .j 0 0- sheet no. S-8 1. GENERAL: A. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY IN WRITTING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS ON THE DRAWINGS TO THE ENGINEER FOR CLARIFICATION, PRIOR TO FABRICATION & INSTALLATION OF ANY STRUCTURAL MEMBERS. B. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. INSPECTION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECIFICATIONS, OR CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. E. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. F. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED. G. CONTRACTOR SHALL COORDINATE STRUCTURAL AND OTHER DRAWINGS WHICH ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. H. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THESE DRAWINGS ARE NOT INTENDED TO BE SCALED OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. J, DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER, INCLUDING ENGINEERING COSTS INCURRED. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE DURATION OF THE PROJECT WORK. THE STRUCTURAL ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS. L. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE CODE -REQUIRED VERTICAL AND LATERAL FORGES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY & SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LATERAL -LOAD RESISTING OR STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. M. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT, PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ACHIEVED DESIGN STRENGTH. N. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE ARCHITECT. DISCREPANCIES SHALL BE BROUGHT TO ATTENTION TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. O. ANY MATERIALS OF PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THOSE SPECIFIED IN THE STRUCTURAL PLANS WILL BE REVIEWED AND APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: 1. A COST SAVINGS TO THE OWNER IS DOCUMENTED & SUBMITTED WITH THE REQUEST. 2. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE FLORIDA BUILDING CODE AND THE PRODUCT APPROVAL REPORT IS SUBMITTED WITH THE REQUEST. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED. P. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER. Q. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING WHERE REQUIRED. R. THE CONTACTOR SHALL VISIT THE SITE AND BECOME FULLY AWARE OF THE EXISTING CONDITIONS & EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT PRIOR TO THE START OF WORK. S. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WORK PERMITS AND APPROVALS REQUIRED BY THE LOCAL AGENCY HAVING JURISDICTION TO PERFORM THE WORK INDICATED. 2. CONCRETE: A. CONCRETE DESIGN AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-11) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" (ACI 305). B. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145 PCF) & ACHIEVE A 28-DAY COMPRESSIVE STRENGTH (F'c) OF 5000 PSI, THE DESIGN MIX SHALL HAVE A MAXIMUM WATER -CEMENT RATIO OF 0.40 BY WEIGHT, & A MAXIMUM OF 5 BAGS OF CEMENT IN EA. CUBIC YARD OF CONCRETE. SUBMIT PROPOSED MIX DESIGN FOR REVIEW PRIOR TO FIELD POURING. MIX SHALL BE IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. C. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1114" FOR FOOTINGS & 3Y4 FOR WALLS, BEAM & SLABS CONFORMING TO ASTM C33. D. FOR ALL CONCRETE TO BE PLACED IN SLABS (INCLUDING SLABS ON GRADE) AND WALL PANELS, THE SLUMP SHALL NOT EXCEED 4" (t1"). NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED. SLUMP FOR PUMPED CONCRETE SHALL NOT EXCEED 7" (t1"). E. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN EQUAL LIFTS NOT EXCEEDING 7'-6" IN HEIGHT. ALL DOWELS FOR COLUMNS AND WALLS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. F. ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE ITS STRENGTH TESTED IN ACCORDANCE WITH ASTM STANDARDS & ACI 318-11. MINIMUM FOUR TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS OR LESS OF CONCRETE PRIOR TO POURING. TESTS SHALL BE MADE FOR 7 DAYS, TWO AT 28 DAYS & ONE HELD IN RESERVE. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER'S OFFICE COPIES OF THE CONCRETE TEST RESULTS FOR REVIEW, AS WELL AS COPIES OF THE CONCRETE MIX DESIGN TO BE APPROVED PRIOR TO USE. G. MINIMUM CONCRETE COVER TO REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318-11 AND SHALL BE AS FOLLOWS: ELEMENT: BOTTOM: TOP: SIDES: FOUNDATION 3" 2 2" BEAMS 1Y2 iW. W. COLUMNS/WALLS - 1Yz lirz" SLAB ON GRADE 2 1" 1" INTERIOR STRUCT. SLAB 3Y4" -Y4 EXTERIOR STRUCT. SLAB 1Y2" lAll.1" H. SLAB OPENING SHALL BE MADE BY BLOCKING OUT PRIOR TO PLACING CONCRETE OR BY CORE DRILLING. NO CHIPPING OF ANY TYPE WILL BE PERMITTED. THE LOCATION OF ALL OPENINGS SHALL BE COORDINATED WITH THE PLUMBING, ELECTRICAL & MECHANICAL PLANS. -i STRUC T U RAL NOTES I. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. N01IFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. J, CONCRETE ON EXPOSED BALCONIES, SLABS, BEAMS AND STAIRS SHALL HAVE THE TOP SURFACE COATED WITH "ALKYL-ALKYOXY SILANE SEALER" OR ENGINEER -APPROVED EQUAL. K. THE CONTRACTOR SHALL EVACUATE ALL WATER FROM WITHIN FORMWORK BEFORE PLACEMENT OF ANY CONCRETE. AFTER DEWATERING AND BEFORE PLACING CONCRETE, RINSE THE REINFORCING STEEL CLEAN AND FREE OF ALL DELETIRIOUS MATERIAL. L. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 11ii HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY, THE CONCRETE MUST BE DISCARDED. 3. MASONRY: A. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES" (ACI 530/530.1-11), AND THE 2014 EDITION OF THE FLORIDA BUILDING CODE. ALL MASONRY WALLS TO BE CONSTRUCTED OF UNITS CONFORMING TO ASTM C-90-11 AND REINFORCED WITH #9 GAGE HORIZONTAL REINFORCING LOCATED AT 16" O.C., LADDER TYPE. ALL MASONRY TO BE LAID IN TYPE "M" MORTAR (2500 PSI) WITH FULL HEAD AND BED JOINTS. B. BLOCK CELLS AT WALL ENDS, CORNERS, INTERSECTIONS AND ADJACENT TO ALL OPENINGS SHALL BE FILLED WITH GROUT AND REINFORCED WITH MINIMUM ONE #5 VERTICAL REINFORCING BAR. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE. C. MASONRY NET AREA COMPRESSIVE STRENGTH (F'm) SHALL BE 1500 PSI AND THE NET AREA COMPRESSIVE STRENGTH OF THE MASONRY UNITS SHALL BE 1950 PSI, PER ACI 530/530.1-11. D. ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "C' LAP LENGTH PLUS 3" OR FULL DEPTH, PLUS A STANDARD HOOK. ALL VERTICAL CELLS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSE AGGREGATE. WHERE HEIGHT OF MASONRY WALL EXCEEDS 4'-0 USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4'-0" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. GROUT SHALL CONFORM TO ASTM C476. SLUMP SHALL BE BETWEEN B" AND 10". E. MORTAR SHALL COMPLY WITH ASTM C-270-08, TYPE "M", WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. F. HORIZONTAL REINFORCEMENT SHALL BE DUR-O-WALL STANDARD (9 GA.), ASTM CLASS B-2, HOT DIPPED GALVANIZED OR APPROVED EQUAL. G. VERTICAL REINFORCEMENT SHALL CONFORM TO ASTM A615/A615M-09, GRADE 60. FILL ALL REINFORCED CELLS WITH 3000 PSI CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OF VERTICAL REINFORCING. H. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF MASONRY WALLS DURING CONSTRUCTION. ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO PREVENT INJURY TO PERSONS RESULTING FROM MASONRY WALL FAILURE. 4. STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOURTEENTH EDITION OF THE ALLOWABLE STRESS DESIGN (ASD) "MANUAL OF STEEL CONSTRUCTION" OF THE AISC, PUBLISHED IN 2011. B. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATIONS: MEMBER ASTM MIN. STRENGTH STRUCTURAL TUBING (HSS) A500 (GRADE B) 46 KSI STEEL PIPE A53 (GRADE B) 35 KSI W SHAPES A992 50 KSI OTHER ROLLED PLATES/SHAPES A36 36 KSI CONNECTION BOLTS A325 92 KSI ANCHOR BOLTS F1554 58 KSI C. HEADED STUDS SHALL BE NELSON GRANULAR FLUX -FILLED HEADED ANCHOR STUDS AND SHALL BE MADE FROM C-1015 COLD ROLLED STEEL AND SHALL CONFORM TO ASTM SPECIFICATION A-108, GRADES 1015-1020 WITH MINIMUM TENSILE STRENGTH OF 60 KSI. D. UNLESS OTHERWISE NOTED, ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE FACTORED SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE ASTM SPECIFICATIONS FOR ALLOWABLE DESIGN. ALL BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG -TIGHT". E. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70-XX ELECTRODES. (SMAW) UNLESS OTHERWISE NOTED PROVIDEN CONTINUOUS MINIMUM SIZED FILLET WELDS AS PER AISC REQUIREMENTS. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS AS REQUIRED BY AWS & 2014 FLORIDA BUILDING CODE. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. F. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. G. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP PAINTED WITH ONE COAT OF SSPC 15-68, RED OR GRAY OXIDE -TYPE PAINT. H. COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I. STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF THE 2014 FBC. J. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM - - S M A153 O5 AND A123/A123M 04. PROVIDE GALVANIZED BOLTS FOR STEEL PERMANENTLY EXPOSED TO WEATHER. GALVANIZING SHALL BE DONE BY BOLT MANUFACTURER. K. FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE ACCEPTED BY THE ENGINEER OF RECORD IN WRITING. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. L. CONTRACTOR TO OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. M. FOR FIREPROOFING REQUIREMENTS AND ASSEMBLIES REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. N. A REGISTERED PROFESSIONAL ENGINEER SHALL INSPECT THE WELDING AND BOLTING OF STRUCTURAL STEEL FRAMINGS AS PER SECTION 2214.3.4 OF THE 2014 FLORIDA BUILDING CODE. 0. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 5. WOOD/TIMBER: A. ALL STRUCTURAL WOOD PRODUCTS USED SHALL CONFORM TO THE NDS, LATEST EDITION AND THE 2014 EDITION OF THE FBC. B. ALL WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER WITH A MINIMUM ALLOWABLE BENDING STRESS OF 1,050 PSI, MODULUS OF ELASTICITY OF 1.600.000 PSI, MINIMUM ALLOWABLE SHEAR STRESS OF 175 PSI AND 19% MOISTURE CONTENT IN ACCORDANCE WITH NDS AND AITC STANDARDS. C. ALL WOOD MEMBER SIZES SHOWN ON THESE PLANS REFER TO STANDARD NOMINAL. D. ALL MECHANICAL METAL CONNECTORS USED IN THE CONNECTIONS OF WOOD MEMBERS SHALL HAVE A PRODUCT APPROVAL FROM MIAMI-DADE COUNTY OR THE 2014 FBC. ALL FASTENERS SHALL BE ADHERED TO AS STATED AND SHOWN ON THESE PLANS AND THE MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) OR FBC APPROVAL FOR ALL CONNECTORS. E. PRESSURE TREATMENT WHERE REQUIRED HEREIN SHALL CONFORM TO AWPI SPECIFICATIONS. A TREATMENT WITH A MINIMUM RETENTION IN POUNDS PER CUBIC FOOT OF 0.40 FOR TIMBER ABOVE GROUND AND WATER 0.60 FOR TIMBER IN DIRECT CONTACT WITH THE GROUND. ALL PRESSURE TREATED WOOD SHALL BE SOUTHERN PINE, MEETING NATIONAL FOREST PRODUCTS ASSOCIATION GROUP 3 BOLT DESIGN VALUES. F. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PREASSURE TREATED (P.T.). 7. REINFORCING STEEL: A. TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A615 GRADE 60 SPECIFICATIONS, FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE CRSI & PLACED IN ACCORDANCE WITH ACI 315 & ACI MANUAL OF STANDARD PRACTICE. B. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICALS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18" U.O.N. PROVIDE STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT NON -CONTINUOUS COLUMNS. C. ALL REINFORCING STEEL SHALL BE TIED DOWN AND INDEPENDENTLY SUPPORTED ON CHAIRS AND SUPPORT BARS. REINFORCEMENT SHALL BE FREE OF MUD OIL OR OTHER NONMETALLIC COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. D. ALL DOWELS FOR COLUMNS AND WALLS TO BE SECURED IN POSITION PRIOR TO CONCRETING. DRILLING OR PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. E. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A-185. MINIMUM LAP OF W.W.F. SHALL BE 6 IN. OR ONE FULL MESH, WHICHEVER IS GREATER. F. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE LAPPED 36 BAR DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS. U.O.N. G. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY INDICATED. H. FOR EXTERIOR SLABS SUCH AS BALCONIES, THAT ARE EXPOSED TO WEATHER, TOP REINFORCING SHALL BE EPDXY COATED IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR EPDXY COATED REINFORCING STEEL BARS, ASTM A775. MINIMUM COVER FOR THESE BARS SHALL BE 11#12". (CONCRETE WATER CEMENT RATIO SHALL NOT EXCEED 0.40 BY WEIGHT AND ALSO A SURFACE PENETRANT OF THE ALKYL-ALKYOXY SILANE CLASSIFICATION OR APPROVED EQUAL SHALL BE APPLIED AFTER PROPER SURFACE PREPARATION AT THE ABOVE MENTIONED AREAS). AS AN ALTERNATE TO EPDXY -COATING THE GENERAL CONTRACTOR MAY SUBMIT FOR APPROVAL BY THE ARCHITECT/ENGINEER A CONCRETE MIX DESIGN CONTAINING AN APPROVED CORROSION INHIBITOR ADMIXTURE IN CONFORMANCE TO ASTM C494 TYPE C. I. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY THE PROFESSIONAL ENGINEER IN WRITING. ALL TIES SHALL HAVE A 135 DEGREE HOOKS. J. ALL NEW REINFORCING STEEL THAT WILL BE WELDED SHALL MEET THE REQUIREMENTS OF ASTM A706 GRADE 60 DEFORMED BARS. 7. FOUNDATION: A. FOUNDATION DESIGN SHALL BE BASED ON THE RECOMENDATIONS OF A FLORIDA REGISTERED GEOTECHNICAL ENGINEER. B. THE STRUCTURE SHALL BE SUPPORTED 4" O.D. GALVANIZED STEEL PIN PILES W/ 20'-0" MIN. PENETRATION BELOW EXIST. GRADE SURFACE AND BE CAPABLE OF SUPPORTING A DESIGN LOAD OF: COMPRESSION = 6 TONS (12 KIPS) C. CENTERLINE OF PILES SHALL HAVE A MAXIMUM TOLERANCE OF 1"f WITH RESPECT TO THE LOCATIONS SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL FURNISH AN AS -DRIVEN SURVEY OF THE PILES NOTING THEIR DEVIATION FROM THE SPECIFIED LOCATION PRIOR TO SUBMITTING FOUNDATION (GRADE BEAMS) REINFORCEMENT SHOP DRAWINGS. ANY PILE(S) THAT DO NOT MEET THE ABOVE CRITERIA MAY REQUIRE RE -DESIGN AND REVISIONS TO THESE PLANS. D. BEFORE START OF PILE INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD 2 COPIES OF THE FOLLOWING FOR REVIEW AND APPROVAL: 1. SHOP DRAWINGS OF THE STEEL PIN PILES INCLUDING DETAILS, LOCATION OF ALL PILES, AND LENGTH TO BE COATED. 2. ALL WELD PROCESSES, INCLUDING PREQUALIFIED AND CONTRACTOR -PROPOSED WELDING PROCEDURE SPECIFICATIONS AND LOCATION OF WELDS. 3. WELDED QUALIFICATIONS AND CERTIFICATIONS AS REQUIRED BY FBC. 4. PILE DRIVING EQUIPMENT TO INCLUDE HAMMER TYPE AND SIZE AND ANY AND ALL MODIFICATIONS. E, THE PILE INSTALLER SHALL HAVE A MINIMUM OF 5 YEARS OF PAST SUCCESSFUL EXPERIENCE ON PROJECTS INVOLVING STEEL PIN PILES. F. STEEL PIN PILES SHALL BE STORED AND HANDLED TO PREVENT DAMAGE TO THE PILING AND COATING SYSTEM. G. ALL STEEL PIN PILES SHALL BE 4" OUTSIDE DIAMETER GALVANIZED STEEL CONFORMING TO ASTM A500 (GRADE B) WITH 46 KSI MINIMUM YIELD STRENGTH. PILES SHALL BE FILLED SOLID WITH 5000 PSI GROUT (WATER -CEMENT RATIO OF 0.45). H. STEEL PIN PILES WELDS SHALL BE FULL PENETRATION WELDS AND SHALL CONFORM TO THE REQUIREMENTS OF AWS 01.1. STEEL PIN PILES SHALL NOT BE JOINED BY WELDED LAP SPLICING. INCOMPLETE PENETRATION WELDS AND DEFECTIVE WELDS SHALL BE REPAIRED OR RESTORED TO ACHIEVE FULL JOINT PENETRATION GROOVE WELDS. I. STEEL PIN PILES MAY BE MADE BY SPLICING LENGTHS OF PIPE TOGETHER TO OBTAIN THE REQUIRED PILE LENGTH; HOWEVER, THE MINIMUM LENGTH OF PIPE BETWEEN SPLICES SHALL BE 10 FEET AND NO MORE THAN FOUR SPLICES SHALL BE ALLOWED PER PILE. J. PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATIONS SHOWN ON THE PLANS AND GEOTECHNICAL REPORT AND TO SUCH GREATER DEPTHS AS MAY BE NECESSARY TO OBTAIN THE REQUIRED BEARING RESISTANCE. PILOT HOLES AND/OR JETTING WILL NOT BE PERMITTED FOR STEEL PIN PILES. K. CONTRACTOR SHALL SUBMIT TWO SIGNED AND SEALED COPIES OF THE PILE INSTALLATION LOGS AND LOAD CARRYING CERTIFICATION REPORT FROM THE GEOTECHNICAL ENGINEER IN CHARGE OF THE INSTALLATION OF THE PILES, TO INCLUDE AS A MINIMUM: 1. PILE IDENTIFICATION/LOCATION 2. WEATHER/GROUNDWATER CONDITIONS 3. DATE AND TIME OF PILE DRIVING 4. RESPECTIVE DEPTHS OF PENETRATION 5. PILE TIP & CUT OFF ELEVATION 6. DESCRPTION OF EQUIPMENT USED 7. INSTALLATION METHOD 8. FINAL PILE HEAD POSITION COORDINATES) INDICATING VARIATION FROM PLAN ALIGNMENT 9. OTHER PERTINENT PILE DRIVING BEHAVIOR L. CONTRACTOR AND PILE INSTALLER SHALL MAINTAIN FIELD QUALITY CONTROL MEASURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS TO COMPLY WITH FBC. M. UPON EXCAVATION, THE SOIL AROUND THE PILE INSTALLATION AND GRADE BEAMS LOCATION SHALL BE TREATED FOR SUBTERRANEAN TERMITE PREVENTION AS REQUIRED BY THE FLORIDA BUILDING CODE (FBC) 8. STRUCTURAL DESIGN CRITERIA: A. THIS STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH THE LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 EDITION) AND OTHER REFERENCED CODES & SPECIFICATIONS. B. THE STRUCTURE IS DESIGNED FOR THE FOLLOWING LOADING: SUPERIMPOSED LIB DEAD LOADS LOADS ROOF 25 PSF 30 PSF SECOND FLR. 35 PSF 40 PSF GROUND FLR. 35 PSF 40 PSF GARAGE 40 PSF 40 PSF STAIRS 15 PSF 100 PSF C. WIND LOADS ARE BASED ON ASCE 7-10 & 2014 FBC REQUIREMENTS, 3 SECOND SUSTAINED WIND GUSTS OF 175 MPH AT HURRICANE OCEAN LINE, EXPOSURE "D" & IMPORTANCE FACTOR OF 1.0, INTERNAL PRESSURE COEFFICIENTS (GCPI)=t0.18, WIND DIRECTIONALITY FACTOR, Kd =0.85 & CATEGORY II BLDG. CLASSIFICATION. THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 1609.1.2 & 1626. 9. SHOP DRAWINGS: A. SUBMIT SHOP DRAWINGS FOR A/E REVIEW & APPROVAL BEFORE STARTING FABRICATION. ALL SHOP DRAWINGS SHALL BE APPROVED BY BUILDING DEPARTMENT PRIOR TO ANY INSTALLATION OR FABRICATION OF SUCH ELEMENTS. B. NO SHOP DRAWINGS SHALL SUBMITTED FOR A/E REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, DIMENSIONING AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR AND STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. C. ALL CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS MUST BE CLEARLY FLAGGED AND NOTED. SHOP DRAWING REVIEW IS LIMITED TO A MAXIMUM OF 2 REVIEWS, THEREAFTER; ADD'L FEES SHALL BE PAID BY OWNER/CONTRACTOR TO ENGINEER FOR ADD'L REVIEWS. D. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAS BEEN USED. A COPY OF ALL SHOP DRAWING SUBMITTALS WILL BE RETAINED BY THE ENGINEER. E. THE CONTRACTOR SHALL SUPPLY THE ENGINEER OF RECORD A MINIMUM OF THREE (3) COPIES OF SHOP DRAWINGS AND CALCULATIONS. F. SHOP DRAWINGS SUBMITTALS TO STRUCTURAL ENGINEER SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: - CONCRETE TEST REPORT FOR CAST -IN -PLACE CONCRETE. - MASONRY TEST REPORT AND CUT -SHEETS FROM SUPPLIER. - REINFORCING STEEL SHOP DRAWINGS. - PRE -FABRICATED ROOF TRUSSES SHOP DRAWINGS AND CALCULATIONS. - STRUCTURAL STEEL SHOP DRAWINGS. - PRE -CAST CONCRETE JOISTS SHOP DRAWINGS AND CALCULATIONS. - BRACING AND SHORING SHOP DRAWINGS AND CALCULATIONS. - RAILINGS/SAFEGUARDS SHOP DRAWINGS AND CALCULATIONS. Evl Vv � �URAL �1 `1 r � t PpFRC VE.0 w„y ,....... TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2014, LATEST REVISIONS, INCLUDING SECTIO -PEiRfiAtNtNS_ 0 H.V.H.Z. ENGINEER OF RECORD HE SLY - RESERVES HIS COM AND OTHER NECS ESN A RIGHTS IN ' PLANS. THIS' ESD IGN ANO DRAWINGSFpSE � OR NEITHE BE REPRODUCED, COPIED OR � CHANG IN ANY FORM OR MANNER WHAT- ALEXANDER ROCHELL SO EVE -NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS FL P.E. #60735 `. ROCHELL ENGINEERING, INC WRITTEN PERMISSION AND CONSENT OF 205 Sanbllane Avenue STRUCTURAL CONSULTING ENGINEERS ROCHELL ENGINEERING, INC. Carol Gables, Florida 33134 CERT. OF AUTHORIZATION No. 27054 TEL 305.949.4D49 - FAX: 30.5.549.4149 W _j tcIllI z J CO M LU F_ Q LL Q `� Q Q U '0 O Qo N ¢ .% LU o O U 10w cV Q w -6 2 C:CV U 3 O 0� IL a Architect's the author and ownc drawings and specifications anc documentsincluding those electronic toms prepared by Architect and the Architecl cansu font and the Architect retain all common aw st0tutor otherrew"d rights, including tights for th's project. The owner others shall not use the Archi draw rigs and spec flcotions on Projects. 0 O Z LU O > 0 LU Q O Z N m O 0 = Q 0 � 8 LU Q LU K P - .._ Q�Q< v,. „C aaa< C o Lu a r d CD 70 � � V 'O "a U sheet no. S-9 E GFI/WP f -- E-EXISTING RL-RELOCATED NOTE: - DENOTE ALL ELECTRICAL DEVISES MARK WITH LETTER "E" ARE EXISTING TO REMAIN. I ( .I I 4 *ll I � �! T - - - rTl I � I 1 I I I I , � I � ! �- - - - - - -- L�-GFI/WP O DOOM 8-42 11 "BGFI WP A-40,42 8-12,14- B-MNIC # SH WER I!i I�� I a- �E � � MINICU 3 A `TREN ��.� du.i Pj�' I 'FJ f I I E f� fAI- Q�B B. CEI - CU#2 METER , 12 DECY. !� I E p MTS l 10 MOP B-20 Fl/WP GFI/WP ! NBN t NA 3R NBIA JR w l j -e ! B-11 j GFI —_ -1 — -- _ B-28 ECRFss-BFI42P B-40 GR - - — B-24 A-18- J PANEL A PANEL B ' Tom. 34 A-24 rk- GA ate/- - —- - I�+I' \ GYNI, F- B) ,23,25 GFI7 WH BATH - - GFI A-3 GFI W.C. -1 A-5 A-24 �- - GA O,TYPICAL -19 A-24� F -�� A-15 � GFI GFI ZZA-34 � „ I % i ti'i?iiNG POOL DECKTO CLG B-28 2 \� A-2 A-21� RECEIVE NEW FLOORING — 10 v1'ER B-30 .. 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I II A-17& PANEL P i J !L F'F iF — Ii I A-22@= GFl - -[A A-22& I I II; A 22 A-22 A-22 I POWER FIRST FLOOR PLAN L. J IF7 v ELECTRICAL CONSTRUCTION NOTES: W co N LO 00 aco.6 w Q� o ^� N Q O Q U ��i� chi o, w 0 Q 06 b ? N 10 0 N'� LLj 0 U Q LU Q-6th 2 C � U 3 120V SMOKE AND CARBON MONOXIDE ALARMS COMBO WITH OBATTERY BACK UP INTERCONNECTED WITH 3/4"C. TO MASTER BATHROOM LIGHT CIRCUIT. THIS CIRCUIT SHALL BE ARC FAULT PROTECTED. (B-39) DPROVIDE J BOX FOR CEILING FAN AT ALL CENTER LIGHT FIXTURE. TYPICAL ALL ROOMS. OLIGHT FlXTURES IN CLOSET SHALL NOT BE INSTALLED WITHIN 12" OF SHELF. OHOOD FAN COORDINATE MOUNTING PRIOR TO INSTALLATION. CONTRACTOR SHALL COORDINATE ALL TELEPHONE AND OCABLE TV OUTLET MH PRIOR TO INSTALLATION. TYPICAL ENTIRE HOUSE. WIRE ALL TELEPHONE OUTLETS WITH CAT 5. ONOT USED. ONOT USED. OTO REAR LANDSCAPE LIGHTS (30). COORDINATE WITH LANDSCAPE DRAWING EXACT LOCATION PRIOR TO BIDDING. PROVIDE ONE SWITCH PER LANDSCAPE CIRCUIT. TO FRONT LANDSCAPE LIGHTS (20). COORDINATE WITH OLANDSCAPE DRAWING EXACT LOCATION PRIOR TO BIDDING. PROVIDE ONE SWITCH PER CIRCUIT. TELEPHONE/DATA /CABLE TV. TERMINAL CABINET. 10 CONTRACTOR SHALL RUN (2) 1 1/2" CONDUIT TO UTILITY EASEMENT AND COORDINATE WITH UTILITY COMPANIES PRIOR TO BIDDING. 11 ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE FLOOD LEVEL, TYPICAL. UNDERGROUND ELECTRICAL SERVICE TO REAR OF THE 12 PROPERTY. CONTRACTOR SHALL COORDINATE WITH FPL ALL REQUIREMENTS PRIOR TO BIDDING. REFER TO RISER DIAGRAM FOR SERVICE CONDUCTOR SIZES. RUN A SEPARATE HOME RUN FROM EACH DATA, 13 CABLE AND TELEPHONE OUTLET TO TELEPHONE/CABLE BOARD. 14 COORDINATE MOUNTING HEIGHT WITH WINDOW AND BASE BOARD. TYPICAL ALL WALL OUTLETS. ® DB-DOOR BELL. © CHIME. COORDINATE LOCATION PRIOR TO INSTALLATION. P CTRICAL REVIEW ROVE�DATE JOB# 1"310 Am Lis Rodriguez, P.E. Lic rise Number 60236 ■engineering inc CA26359 Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering DesignSign ture Coral Gables, Flonda 33134 1Mechanical >Electrical Gl • (l• / Phone > 305 444 9809 > Plumbing > Fire Protection Date Fax > 305 444 9827 wwwarpe-enq.Com Architect isthe author and ownirof ail dmwigs and specifications arW other documents, including those in electronic form prepared by the Architect and the Architect's c reultant and the Architect shall retain all common low, statutory and other reserved rights, Inducting copy rights for this project. The owner and/or others shot not use the Architect's drawings and spedficafions on other projects. Uj U Z W O C I LU z 0 W X W J w 0 O a_ LLI a_471) o Y c o< LU W 0 ce � � 0 m w �o o� Q Z< W oQ Z a� 0 fl��aaaa o Co Q a O � C U H 2 O -0 H -0 U Q sheet no. El.l 1 of -b 75% OF ALL FIXTURES MUST BE ENERGY EFFICIENT RATED. MUST COMPLY WITH FBC. 2014 ENERGY CONSERVATION SECTION CHAPTER IV. I F— L F Ii i -] -JL� i I _ UNJI { REF. t f--1- L I-_ i 1 i------ A E -29pI,E N. III i1 I E� 31 A-31 A-�31 VP -- O A 3O sV;OwER A-31 � EJ /TYPICAL, O A-31 A-31 A-31 TTIC_ CESS L- TYPICAL, ii ---------� A-31 I �A-31 OAV CLO IL._ L� ` - E� A-29 A-31 EGRESS -3 -35 A-35 A-31 EGRESS - -L --- -E - — - M/ E .. gE GYM/POOL POOL roue D BATH A- GYM ROOM I ��I AI it A-29 `A-29 A-33 A-33 - 9 ` A 33 �I A-33 A-33 A-29 A-3311 - A-33 Jill! A-29 A-29 I i A-29 A-33 A-33 3 3 - E- -- .— A-33 T --. �57AK -- jv, A-33 A-33 A-33 A-29 li 1� q-29 3 - iLyi j I - - I I- - A-35 A-35 A-35 3 )A-31 A-35 A-35 TWALL LIGHTS A-35 EXISTING ISTING FRONT LIGHTS / LIGHTS )TO FRONT LANDSCAPE 5---�� LIGHTS(30) I I I - E-EXISTING NOTE: DENOTE ALL ELECTRICAL DEVICES MARK WITH LETTER "E" ARE EXISTING TO REMAIN. EXISTING SWIMMING POOL TO PFNA^sir`: EXISTING POOL DECK TO RECEIVE NEW FLOORING - TO REAR LANDSCAPE TO POOL LIGHTS(25) O LIGHTS �l I` - ---- - - — - - - E 'I _ - L M W N - Z __J J a cM .p 10 L..L Q , Q O Q U QIM N aw .-4=N O � o �10 U0> N Q O LL1 Q Q -6 cY) _ CN U 01 I ^^ Cl01IT - Archkect h the author and owner of all do ngs and specificatlons and other docurwnis. Including those in eleceanic form, prepared by the Architect and the Architecfs consultant and the Arctlilecl shot retain all common law, statutary and other reserved rights. inducing copy rights for this project. The owrrer and/or omas"not use the Archileds drowirgs and specifications on other projects. W U Z w 0 VI LLI r� Q w �Q�_ 0 NO r� om0 H 0 K oc� Z< O oQ a� Q Q N CV O -0 U N -0 n -0 U Q to sheet no. El .2 2 of 6 BEDROOM #2 2 B-5 l �I B-46,18 HER W.I.C. GFI/WP6 E E-EXISTING \SHOWER j MASTER BEDROOM ELECTRICAL REVIEW�i`f�YG APPROVED�DATE POWER SECOND FLOOR PLAN ■u ■engineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering Design: Coral Gables, Flonda 33134 > Mechanical > Electrical Phone > 305 444 9809 > Plumbing > Fire PmAschon Fax > 305 444 9827 ,nnnnnh arna_c nn rnm JOB # 16-03 Anna is Rodriguez, P Lie seNumber60231 CA 263% Sig ture / Date UJ ��OD ZN M F- � Q J LL � ^�^ I..L Q N Q O Q U -0 V) a�� In Q a 10 w p 06 o y'0 U °w� 0> LJJ QQo Q Cr) N~ N O a ^^ r) O� Architect 6 the author and a`nrierot all crawings and specifications and other docwwft, including those in electronic lone, prepared by fhe Architect and the Architects consultant and the Architect shell retain al common law. statutory and other reserved rights inducting copy rights for this project. The owner and/or others shall not use this Architects drawings and spearicalions an other projects. w U z w 0 W J Q uu o > ao Cl) Y �Q �o 0 x0 r� HE QQ C) 0 0 I` `" 2 N U i2 sheet no. J El .3 3 of 6 B-37 B-37 -37 BEDROOM #2 -37 B-37 TYPICAL. ( j� B�--3-9 TO SWITCH riBELOW ( A-27 ELECTRICAL REVI APPROVED% DATE LIGHTING SECOND FLOOR PLAN Li e ■engineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineenng Desgn Si < Coral Gables, Florida 33134 > Mechanical > Electrical Phone > 305 444 9809 > Plumbvg > Fire Protection Date Fax > 305 444 9827 www,aroe-ena com 16-03, Rodriguez, C.A. 26359 W J r 00 Z J a r .o Lu Q � f^�/ ry Q C14' Q O Q O Q O LL N .- � N <0N`O4=O W rn U ° w '0 w Qao Q-6� _ C14 I— U O a Architect It the author and owner of al drawings and speciAcatlons and other docu ts. including those in alecharec faun, prepared by the Architect and the Architect's consultant and the Architect shal ratan al common law. statutory and other reserved rights, hdudng copy rights for this project. The owner and/or others shdl not use the Architecfs drowings and spmftotiara on other projects. w U z w O v I LU Z O h Z w X w J Y U w t� J OLU� o Y >� Q \i/ U < 0o Z_ J O Ix =O o rLL O ca F-O Q OC-S Z< w t- Z Q o Q a :� •uee• C O ��aaaa N a a 0 70 0 -0 = U -0 .j a U Q sheet no. ElA 4 of 6 ELECTRICAL LEGEND LIGHT FIXTURE DESIGNATION, FLOODLIGHT, SEE UGHIING FIXTURE A LIGHT FIXTURE DESIGNATION, SEE LIGHTING FIXTURE SCHEDULE UGHTING FIXTURE, SURFACE MOUNTED O LIGHTING FIXTURE, RECESSED MOUNTED C1-2 LIGHTING FIXTURE, WALL MOUNTED LED EXIT LIGHT SEE LIGHTING FIXTURE SCHEDULE. ®2 X 2 FLUORESCENT LIGHT FIXTURE, SEE UGHTING FIXTURE SCHEDULE FOR DETAILS ® 2 X 4 FLUORESCENT UGHT FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS ® 1 X 4 FLUORESCENT LIGHT FIXTURE, SEE LTG. FIX. SCHED. TOGGLE SWITCH 120/277V. 20 AMP. ,(M.H. = 48" A.F.F.), 3-WAY 3 TOGGLE SWITCH 120/277V, 20 AMP. ,(M.H. = 48" A.F.F.), 4-WAY $4 TOGGLE SWATCH 120/277V. 20 AMP.,(M.H. = 48" A.F.F.) K TOGGLE SWITCH 120/277V. 20 AMP. KEYSWITCH,(M.H. = 48" A.F.F.) $F FAN SWITCH 120/277V. 20 AMP, (HORSEPOWER RATED),(M.H. = 48' A.F.F.) TOGGLE SWITCH 120/277V. 20 AMP. WITH ,(M.H. = 46" A.F.F.) T 10 MIN. TIME DELAY, RELAY BY MECH. CONT. INSTALLED BY E.C. L/F FAN AND LIGHTING SWITCH 120/277V. 20 AMP ,(M.H. = 48" A.F.F.), 3-WAY $p TOGGLE SNITCH 120/277V. 20 AMP.. WITH PILOT LIGHT ,(M.H.=48"A.F.F.) $EX TOGGLE SWATCH 120/277V. 20 AMP. EXPLOSION -PROOF $S SPEED SWATCH 120/277V. 20 AMP. U.O.N. ,(M.H. = 49" A.F.F.) $M SINGLE PHASE MANUAL MOTOR STARTER, (M.H. = 48' A.F.F.) $g DIMMER SWITCH 120/277V. 20 AMP., (M.H. = 48" A.F.F.) (� DUPLEX RECEPTACLE, 20 AMP., 125V., (M.H. = 18" A.F.F.) ® DUPLEX RECEPTACLE, 20 AMP., 125V., RECESS FLOOR MOUNTED DUPLEX RECEPTACLE, 20 AMP., 125V., TOP HALF SWITCHED, M.H. = 18' A.F.F. UNLESS OTHERWISE NOTED DUPLEX RECEPTACLE, 20 AMP., 125V., ISOLATED GLAD. AND SURGE PROTECTED, (M.H. = 18" A.F.F.) ( n SINGLE RECEPTACLE, 20 AMP., 125V., COORDINATE M.H. WITH EQUIPMENT FOUR-PLEX RECEPTACLE, 20A, 125V., (M.H. = 18" A.F.F.) SPECIAL PURPOSE OUTLET e.g. RANGE OUTLET, CORED. W/ EQUIPT. DUPLEX RECEPTACLE, 20 AMP., 125V., MOUNT ABOVE COUNTER 30 AMP., 125V., TWIST LOO( RECEPTACLE FOR FLOOR POLISHING %VJ MACHINE O JUNCTION BOX, MOUNTING AS SHOWN ELECTRIC MOTOR, NUMBER INDICATES HORSEPOWER ® MOTOR STARTER COMBINATION MOTOR STARTER, TYPE AS DESIGNATED L DISCONNECT SWATCH, 3-POLE, 60 AMP FRAME W/ 40A. FUSES i ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS - - - - EXISTING EQUIPMENT TO REMAIN NEW EQUIPMENT OR WORK OF THIS PROJECT Op SMOKE ALARM/CO SENSOR COMBINATION 120V WITH BATTERY BACK UP Q CALL BACK PUSH BUTTON Fig] CIRCUIT BREAKER, TYPE AND SIZE AS PER DRAWINGS ❑KP SECURITY SYSTEM KEYPAD CLOG( Q BELL OSHUT DOWN RELAY O POWER ON INDICATOR WITH KEYED RESET O INTERCOM SYSTEM SPEAKER �4 POLYGON AUDION CONFERENCING SYSTEM ® TELEPHONE PORT FLOOR MOUNTED I] CALL BACK PUSH BUTTON v DUAL TELEPHONE OUTLET MOUNTED AT 18' A F.F. USE CAT-5 W/1" STUB UP 6" ABOVE CEILING. - DUAL TELEPHONE OUTLET MOUNTED AT 54' A.F.F. USE CAT-5 W/1' STUB UP 6' ABOVE CEUNG. Q COMPUTER/OATA/TELEPHONE OUTLET MOUNTED AT 18" A.F.F. USE CAT-5. W/1" STUB UP 6' ABOVE CEILING. r TELEVISION OUTLET (M.H. = 18" A.F.F.) ABBREVIATIONS A.C. ABOVE COUNTER E ARC FAULT I RL A.F. A.F.F. ABOVE FINISHED FLOOR A.S.W. ABOVE SHOW WINDOW RCPT. B.F.C. BELOW FINISHED CEILING B.F.G. BELOW FINISHED GRADE C.B. CIRCUIT BREAKER CL CENTER LINE D DEDICATED FOR COMPUTER, PROVIDE DEDICATED GROUND AND NEUTRAL EM PROVIDE EMERGENCY BATTERY PACK W/FIXTURE, CONNECT AHEAD OF ALL SWITCHES. FLR. FLOOR M.H. NL EXISTING DEVICE TO REMAIN EXISTING RELOCATED G.F.I. GROUND FAULT INTERRUPTER L.C. LOCKABLE COVER MOUNTING HEIGHT M.E.R. MAIN ELECTRICAL ROOM N NEW DEVICE N.F. NON FUSED NIGHT LIGHT T.C. TERMINAL CABINET T.S. TIME SWITCH U.O.N. UNLESS OTHERWISE NOTED WP. WEATHER PROOF WR. WEATHER RESISTANT TX TRANSFORMER. M.S. MOTION SENSOR ATS. AUTOMATIC TRANSFER SWITCH CLG. CEILING ELECTRICAL GENERAL NOTES 1. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 2. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION NEC 2014 AND THE LATEST EDITIONS OF ALL LOCAL CODES, RULES 2014, AND ORDINANCES HAVING JURISDICTION FEIC 2014. 3. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL LABORAND/OR MATERIALS, N07EDON THE DRAWINGSAND N D SPECIFICATIONS. ARY TO 4. THE WORK SHOWN 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION O THE WORK. 5. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REWIRED PRIOR TO INSTALLATION. 6 IT SHALL BE THE RESPONSIBILITY O THE ELECTRICAL CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS SO AS NOT TO INTERFERE WITH THE PRODUCTION OF OTHER TIRADES RESULTING IN ANY DOWN OR LAG TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED OTHERWISE. 1L CORRECTION O ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10. ALL LLLCIKK:AL LW[PMLNI, UtVILU,, Ill LIV,, t1ttnu nt MILLI rurc IML INTENDED USE, WITH UNDERWRITER'S LABORATORIES, INC (UL) WHERE STANDARDS HAVE BEEN ESTABUSHED BY UL AS A MINIMUM, ALL E I ENT SHALL MEET APPUCABLE STANDARDS FOR THE TYPE OF EQUIPMENT AND INTENDED USE OF THE FOLLOWING: A AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). B. ILLUMINATING ENGINEERS SOCIETY (IES). C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). D. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NE)AA). NOTE: THESE STANDARDS ARE SUBORDINATE TO CODES AND STANDARDS SET BY UL 11. IT SHALL NOT BE THE INTENT O THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12• ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL THE PROPER NUMBER OF CONDUCTORS IN ALL RACEWAYS AS REQUIRED TO ACCOMPUSH THE PROPER FUNCTIONING OF THE DEVICE OR EQUIPMENT AS SHOWN. t3. ELECTRICAL CONTRACTOR STALL NOT SCALE DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AID ELEVATIONS FOR EXACT LOCATIONS OF AL EQUIPMENT UNLESS NOTED OTHERWISE 14. THE ELECTRICAL CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PER- FORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END O EACH WORKING DAY. 15. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTING. 16. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 17. COORDINATE ALL ELECTRICAL SITE WORK WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 18. FOR ELECTRIC POWER SYSTEM. A. COORDINATE POWER SERVICE WITH POWER COMPANY. B. VERIFY LOCATION OF POWER SERVICE TERMINATION WITH POWER COMPANY PRIOR TO SUBMITTING BID. 19. FOR TELEPHONE SYSTEM: A PROVIDE GROUNDING FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS OF TELEPHONE COMPANY. B. TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH NTH POWER AND LIGHTING CONDUITS C. MARK TERMINATIONS OF TELEPHONE CONDUIT AS DIRECTED BY TELEPHONE COMPANY. D. VERIFY LOCATION O TELEPHONE SERVICE WITH TELEPHONE COMPANY, PRIOR TO SUBMITTING BID. E USE EXTERIOR GRADE 3/4" PLYWOOD BACKBOARDS FOR MOUNTING TELEPHONE EQUIPMENT AND TERMINAL STRIPS. PAINT BOAR ON ALL SIDES AND EDGES WITH TWO COATS OF FLAT BLACK ASPHALT PAINT. 20. ALL CONDUCTORS SHALL BE IN CONDUITS ALL CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRS) EXCEPT THAT: (A) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE GRS, WHERE SUBJECT TO PHYSICAL DAMAGE (8) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO ECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, (C) LIQUID TIGHT FLEXIBLE CONDUIT WHERE REQUIRED, (0) FLEXIBLE METALLIC CONDUIT (MC CABLE W/GROUNDING CONDUCTOR), WHERE REQUIRED IN DRY LOCATIONS ONLY. ALL CONDUITS IN HAZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5. CONTRACTOR MAY USE RONEY (R) INDOOR IN DWELLING UNITS WHEN APPROVED BY EDP, 21. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BOXES, SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EXCESS OF 360. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE INTENDED USE. WHERE CONDUITS PASS UNDERNEATH PAVED AREAS THEY SHALL BE RGS. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY MAY BE SCHEDULE 40 PVC, BUT ALL CONDUIT RISERS SHALL BE RGS RGS CONDUITS SHALL EXTEND A MINIMUM OF 18" BELOW GRADE. 21 APPLY BHTUMASTIC COATING TO ALL METAWC CONDUITS IN SLABS OR UNDERGROUND. 23. ALL CONDUCTORS SHALL BE COPPER U.O.N., TYPE THHN OR IHWN INSULATION, RATED 751C WETeRY EXCEPT WHERE 01HERNSE REQUIRED BY U.L OR CODES UNLESS OTHERWISSNOTED. MINIMUM WRE SIZE SHALL BE J12 AWG EXCLUDING CONTROL WRING. 24. WIRE WAYS SHALL BE SIZED AS REQUIRED, PER NEC, UNLESS OTHERWISE NOTED. 25. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 4XT WHETS EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EWIPMBNT SHALL BE UQUID-TIGHT. 2& OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURE FOR OTHER CLASSIFIED AREAS. PROPER PLASTER RINGS SHALL BE USED NTH OUTLET BOXES. PROPER COORDINATION BETWEEN ELECTRICAL SUBCONTRACTOR AND GENERAL CONTRACTOR FOR PLASTER RING INITIATION WILL BE REWIRED. NO 'GOOF" RINGS SHALL BE ALLOWED. ALL OUTLET BOXES SHALL BE SECURELY FASTENED. 27. ALL FACE PLATES SHALL BE WHITE DECORA UNLESS OTHER VASE INDICATED IN THE DRAWING. 28. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, AS INDICATED OR REQUIRED, WITH OVERLOAD PROTECTION FOR EACH PHASE. ALL MOTOR SHALL BE EQUIPED WITH DISCONNECT MOTOR STARTER COMBINATION. 29. FURNISH AND INSTALL DISCONNECT SWITCHES AND WRING FOR AIR CONDITIONING EQUIPMENT PER MANUFACTURER RECOMMENDATIONS. CONTROLS SHALL BE PROVIDED BY DIVISION 15. ELECTRICAL CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PROVIDED PRIOR TO INSTALLATION. 30. DISCONNECT SWITCHES SHALL BE SIZED PER NEC TO ACCOMMODATE EQUIPMENT SERVED, INCLUDING REOUIRED FUSES, U.O.N. DISCONNECT SWITCHES SHALL BE HORSEPOWER RATED, HEAVY-DUTY TYPE 31. FUSES SHALL BE CURRENT UNITING, PER U.L, RATED 600 VOLTS, UNLESS OTHERWISE NOTED. A. NONTWE DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. B. TIME DELAY FUSES FOR MOTOR AND A/C CIRCUITS 32. CIRCUIT BREAKERS SHALL BE BOLT -ON U.0.1., INVERSE TIME -TYPE ((THERMAL -MAGNETIC. TWO AND THREE -POLE CIRCUIT BREAKERS SHALL HAVE COMMON TRIP. ALL PANELBO DS SHALL HAVE COPPER BUS. 33. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WRING, DEVICES. ETC. SHALL BE NEW. 3C WHERE CORE DRILLING O FLOOR/WALLS IS REWIRED, CONTRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTIUTIES HAVE BEEN INSTALLED. LOCATION O CORED HOLES SHALL BE COORDINATED WITH LOCATION O EQUIPMENT IN A MANNER TO BE WEAN AND FUNCTIONAL THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOE AND SEAL THE OPENING AROUND THE CONDUIT AS SPECIFIED. 35. PROVIDE FIRE RETARDANT U.L APPROVED SEALANT ON ALL PENETRATIONS O FIRE RATED PARTITIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RESPON- SIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY, PRIOR TO SUBMITTING BID, LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS WALLS, AND STRUCTURAL SLABS 36. BALLASTS SHALL HAVE MIN. POWER FACTOR OF 0.90. BALLASTS FOR METAL HALIDE AND HIGH PRESSURE SODIUM FIXTURES SHALL BE CONSTANT WATTAGE TYPE NTH 5% LAMP WATTS FOR 10% NOMINAL LINE VOLTAGE VARIATION. 37. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND EMERGENCY ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME BUILDING SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 6. 38. PROVIDE LAMPS WITH FIXTURES, SEE WMINAIRE SCHEDULE FOR LAMP TYPE. CONTRACTOR SHALL VERIFY EACH FIXTURE VOLTAGE PRIOR TO ORDERING. 39. ALL CONNECTIONS TO GROUND RODS & BUILDING STEEL SHALL BE MADE WITH U.L APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM AS PER NEC 250-50. 40. PROVIDE MOUNTING BACKBOARDS FOR ELECTRICAL AND COMMUNICATION EQUIPMENT. BACKBOARDS SHALL BE OF TYPE "AC" PLYWOOD, PAINTED ON BOTH SIDES AND EDGES WITH TWO COATS OF LIGHT GREY PAINT. 41. PROVIDE A FUSE HOLDER AND FUSE IN THE PRIMARY SIDE OF EACH UNGROUNDED CONDUCTOR FOR EACH BALLAST MBUSSMAN HEEL AND FNQ OR EQUAL),AT THE HAND HOLE OF EACH EXTERIOR POLE MOUNTED UGHTING FIXTURE OR J-BOXFOR WALL OR GROUND MOUNTED EXTERIOR FIXTURES. 42. PROVIDE TEMPORARY ELECTRICAL SERVICE FOR USE BY ALL TRADES DURING CON- STRUCTION AND REMOVE SAME AT COMPLETION OF PROJECT, 43. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS TO THE ARCHITECT/ENGINEER PRIOR TO COMPLETION OF THE PROECT. 44. PREPARE AND AFFIX A TYPEWRITTEN DIRECTORY TO THE INSIDE COVER OF EACH PANELBOAR INDICATING LOADS SERVED BY EACH CIRCUIT AND PANEL FEEDING THE BOAR. 45. PROVIDE U.L LISTED COMPOUND APPLIED TO BACK OF "BACK TO BACK' BOXES IN RATED WALLS WHERE THE BOXES ARE LESS THAN 24 INCHES APART MEASURED HORIZONTALLY. 46. NOT USED. 47. METER CANS, HUBS, & LUGS FOR SAME ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR, CONTRACTOR TO VERIFY SPECIFIC TYPE OF METER CAN TO BE USED WITH F.P.L. PRIOR TO BID. ALL THREE PHASE METER AND COMMERCIAL USE SHALL HAVE LEVELER BY PASS AS PER FPL REQUIREMEN A PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BUNG. STATING THAT THE SERVICE DISCONNECTS ARE LOCATED INSIDE. B. SIGNS SHALL BE PLACED AT THE MAIN DISCONNECT EQUIPMENT INDICATING TYPE AND LOCATION OF ON -SITE EMERGENCY POWER SOURCES. C. VOLTAGE AND SERVICE NUMBER SHALL BE INDICATED AT EACH DISCONNECT. 4& NOT USED. 49. THE CONTRACTOR SHALL SU13MIT 6 COPIES OF EQUIPMENT SHOP DRAWINGS FOR ELECTRICAL EQUIPMENT TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING SUCH EQUIPMENT. 50. ELECTRICAL SYSTEM COMPLIACE WITH ABC CHAPTER 11 A. CONTRACTOR SHALL WITHIN 30 DAYS OF SYSTEM ACCEPTANCE PROVIDE RECORD DRAWINGS TO THE OWNER. B. CONTRACTOR SHALL PROVIDE TO THE BUILDING OWNER OPERATION MANUAL AS PART OF THE SYSTEM ACCEPTANCE. C. THE MAXIMUM VOLTAGE DROP FOR FEEDER SHALL NOT EXCEED 2% D. THE MAXIMUM VOLTAGE DROP FOR BRANCH CIRCUITS SHALL NOT EXCEED 3% E. CONTRACTOR SHALL PROVIDE A MEANS OF SPACE LIGHTING CONTROL FOR ALL SPACES ENCLOSED BY CEILING HEIGHT PARTITIONS VIA MOTION SENSOR SET TO A MAXIMUM OF 30MIN. OF ALL OCCUPANTS LEAVING THE SPACE. F. CONTRACTOR SHALL PROVIDE FOR ALL OTHER SPACES, EACH CONTROL DEVICES SHALL BE ACTIVATED EITHER MANUALLY BY AN OCCUPANT OR AUTOMATICALLY AN OCCUPANT. EACH CONTROL. DEVICE SHALL CONTROL A MAXIMUM OF 2500 SF AREA AND BE CAPABLE O OVERRIDING ANY TIME O DAY SCHEDULE SHUT OFF CONTROL FOR MORE THAN 4 HOURS 51. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL STRING MARKED AT BOTH ENDS. 52. CONTRACTOR SHALL PROVIDE NEUTRAL TO ALL EQUIPMENT UON. 53. DOORS AND GATES CONTROL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 54. CONTRACTOR SHALL PROVIDE TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS AS REWIRED BY NEC 406.11. 55. PROVIDE ARC FAULT PROTECTION TO ALL OUTLET LOCATED AT KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, LIBRARIES, DEN, BEDROOMS, SUN ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND ALL OTHER SIMILAR ARE PER NEC 210.12. 56. ELECTRICAL CONTRACTOR IS RESPONSIB E TO VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY PRIOR TO EQUIPMENT ORDERING. 57. ALL OUTDOOR LIGHTING SHALL BE VIA TS 58. ON DWELLING UNITS WHEN MORE THAN 12 SMOKE ALARMS ARE TO BE CONNECTED TOGETHER. CONTRACTOR SHALL PROVIDE LOW VOLTAGE HOUSEHOLD FIRE ALARM SYSTEM AS PER NFPA72 11.6.2. 59. ALL EXTERIOR LIGHT FIXTURES EXPOSED TO WEATHER. SHALL BE WEATHER PROOF. r TIFN&m AS TIDIED ON RUN _ IM ON PINT P f16E I R6E AS ifI INIIIUCIIIIR S°E(>FIDIl011 (3)250MCM, IN 2-1/2-C. O 320A METER (3)250MCM (1)#4G. IN 2-1 /2"C. MTS 400A SERVICE RATED 42KAIC NEMA 3R OUTDOOR SERVICE WALL. r -= r-_L_j-I MDP I I 1 I 42KAIC I NEMA 3R I L-_,.J u FOR FUTURE GENERATOR #2GND.-„ (3)250MCM, IN 2-1 /2"C. TO FPL 6'-0" MIN. LAUNDRY r - NEW AND MODIFIED I BRANCH -SEE PANEL MDP CIRCUIT UNDER' THIS PERMIT r-1 � PANEL i PANEL A I B I I 22KAIC I 22KAIC NEMA 1 I NEMA 1 REPLACE EXISTING PANEL FOUNDATION STEEL ROD = ROD WITH NEW 54CKS ELECTRICAL RISER DIAGRAM GENERATOR OPERATION NOTE: PROVIDE APPROVED PERMANENT SIGN ABOVE TRANSFER SWITCH INDICATING THE SEQUENCE OF OPERATION TO START THE GENERATOR AND TRANSFER ELECTRICAL LOADS AFTER A DELAYED OUTAGE. 1. SWITCH CIRCUIT BREAKERS OFF AT PANELS. 2. SVWTCH TRANSFER SWITCH TO THE OFF POSITION. 3. START GENERATOR AND LET WARM UP. 4. SWITCH TRANSFER SWITCH TO THE GENERATOR POSITION. 5. SWITCH SELECTED CIRCUIT BREAKERS ON FOR POWER. ELECTRICAL REVI W �� y16, APPROVED DATE ELECTRICAL NOTES AND DETAIL SCALE : NTS OUTDOOR I ■engineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineenng Design Coral Gables, Florida 33134 Mechanical > Eleanoel Phone > 305 444 9809 > Plumbing > Fire Protection Fax > 305 444 9827 m m arpe-enq.com PANEL P 1 OKAIC NEMA 3R JOB # /16-031 Amari Rodriguez, P.E Lice eNumber60236 CA 26369 Sign ture Date / W I" , 00 Z N W--I M Lu Q�� F-- Q Qo Q U '10 ne O ¢-� N Q �- �I_C" w 0 06 O �' o o N LLi No uj L u Q Q Q N3 O `') N~ U N Q O O� Ir Architect Is the author and owner of all drawings and specifications and other documents, including those In electronic tarn, prepared by the Architect and the Architects consultant and the Architect shall retain all common law, statutory and other reserved rights, incwding copy rgsts for this project. The owner ondya others shay not use the Architect's draniryg and specifcaNx s an other prgects. w u z w 0 r� v I u Z I V O Z Z w N � JY w Q0 Ow 0 00 > '-' \ � M Q Z_ 0 ce x0 o rLL 0 row 00 �O .xis Z Lu Q gQ Z P 1 70 0 C U N R3 = 2 -0 !n -0 U O 0 sheet no. E-2.0 5 of 6 CIRCUITS 54 MAIN BREAKER: NIA ANDS 1 PHASE PANEL: A MAIN LUGS: 200 AMPS 3 WIRE K.A.I.C.: 22 AMPS X 240/120V MOUNTED FLUSH SURFAC X C C T K K T P T IDENTIFICATION WIRE GND. COND CIRCUITBRFJI LOADIPHASE (KVA) BREAKER WIRE GND. COND IDENTIFICATION T P E N N E O O TRIP POLES A B C POLES TRIP AF 1 SMALL APPLIANCES 12 12 12" 20 1 1.5 0.6 1 20 12 12 12" STOVE (GAS) 2 AF AF 3 SMALLAPPLIANCES 12 12 12" 20 1 1.5 SPACE 4 AF 5 SMALL APPLIANCES 12 12 12" 20 1 1.6 2.5 2 30 10 10 1 12" 1 DRYER 6 AF 7 DISHWASHER 12 12 12" 20 1 0.8 2.5 8 AF 9 DISPOSAL 12 12 12" 20 1 0.7 1.5 1 20 12 12 12" WASHER 10 AF AF 11 REFRIGERATOR 12 12 12" 20 1 1A 1.5 1 20 12 12 12" LAUNDRYRCPTS 12 AF AF 13 20 1 1A SPACE 14 REFRIGERATOR 12 12 12" AF 15 DISHWASHER 12 12 12" 20 1 1 1.6 0.6 0.8 1 20 12 12 12" SPACE BATH RCPTS 16 18 AF AF 17 DININGRCPTS 12 12 12" 20 AF 19 HOOD 12 12 12" 20 1 1 0.8 0.5 1 20 12 12 12" LIBRARY/MEDIA 20 AF AF 21 WARMER DRAWER 12 12 12" 20 1 0.7 0.5 1 20 12 12 12" GREATROOIWFAMILY 22 AF AF 23 WARNER DRAWER 12 12 12" 20 1 0.7 0.5 1 20 12 12 12" GYM 24 AF AF 25 WINE 12 12 12" 20 1 0.7 0.5 1 20 12 12 12" FOYER 26 AF AF 27 STAIR UP LTS 12 12 12" 20 1 0.6 0.5 1 20 12 12 V2" GENERAL LTS 28 AF AF 29 GENERAL LTS 12 12 12" 20 1 0.5 0.5 1 20 12 12 12" AV EQUIPMENT 30 AF AF 31 GENERAL LTS GENERAL LTS 12 12 12 12 12" 12" 20 20 1 1 0.5 0.5 0.5 - 0.5 1 1 20 20 12 12 12 12 12" 12" AV EQUIPMENT GYM 32 34 AF AF AF 33 AF 35 GENERAL LTS 12 12 12" 20 1 1 Ob,.z;.`>+t=" 0.5 SPACE SPACE 36 AF 37 GENERAL LTS 12 12 12" 20 38 39 AHU#1 8 10 3/4" 50 2 4.1 41 2 50 a 10 314" CU#1 40 INC 42 43 ISPACE I I SPACE 44 46 SPAC I I ISPACE 46 47 SPACE I ISPACE 48 49 SPACE SPACE 50 51 SPACE ISPACE 52 53 ISPACC ICDAn= 54 13.6 7.0 11.6 6.0 TOTAL CONNECTED LOAD PER PHASE 20.6 17.6 TOTAL CONNECTED LOAD 382 KVA TOTAL CONNECTED AMPI 1592 AMP TS-TINE SWITCH AF -ARC FAULT PROTECTED CIRCUIT BREAKER GF -GFCI GROUND FAULT PROTECTED C.B. NC- NO CONCURRENT LOAD MC- MC CABLE R-ROMEX CIRCUITS 16 MAIN BREAKER: NIA AMPS 1 PHASE PANEL: P MAIN LUGS: 100 AMPS 3 WIRE K.A.I.C.: 10 AMPS X 2401120V NEMA 3R MOUNTED FLUSH SURFACE x C C T K K T P T IDENTIFICATION WIRE GND. COND CIRCIIITEIRSU�2 LOADIPHASE (KVA) BREAKER WIRE GND. COND IDENTIFICATION T F E N N E 0 O TRIP POLE A E C POLES TRIP E 3 POOL PUMP(') 12 12 112" 20 2 1.0 6.0 1.0 6.0 2 60 6 10 i" POOL HEATER (`) 4 E E 5 POOL LTS (GF)1-) 12 12 1 112" 20 1 1.0 SPACE SPACE 6 7 SPACE 8 9 SPACE SPACE SPACE SPACE 10 12 11 13 SPACE SPACE SPACE 14 16 15 SPACE 2.0 5.0 LE TOTAL CONNECTED LOAD PER PHASE 7.0 6.0 TOTAL CONNECT®LOAD 13.0 KVA TS-TIMESWITCH TOTAL CONNE:TEDAMP 542 AMP AF-ARC FAULT PROTECTED CIRCUIT BREAKER (") NOTE: GF-GFCI GROUND FAULT PROTECTED C.B. CONTRACTOR SHALL FIELD VERIFY EXISTING NC -NO CONCURRENT LOAD EQUIPMENT NAME PLATE PRIOR TO C.B ORDERING E-EXISTING AND INSTALLATION MATCH MANUFACTURE RECOMMENDED OCPD. HOUSE DEMAND LOAD CALCULATION SERVICE SF 4380 SQFT TOTAL 120/240V 1 PHASE QTY. UNIT VA KVA GEN. LTG/RECEPT. (NEC 220A4(J)) 4380 SQFT 3 13.1 BATHROOM RECEPTACLES --- SMALL APPLIANCES (NEC 220.52(A)) 3 CKT(S) 1500 4.5 CLOTHES WASHER 1 EA 1500 1.5 CLOTHES DRYER 1 EA 5000 5.0 GAS WATER HEATER 1 EA 300 0.3 DISHWASHER 2 EA 800 1.6 DISPOSAL 1 EA 700 0.7 HOOD 1 EA 800 0.8 WARMERDRAWR 2 EA 700 1.4 STOVE (GAS) 1 EA 500 0.5 POOL EQUIPMENT 1 EA 13000 13.0 WINE 1 EA 700 0.7 UNDER REFRIGERATOR 1 EA 700 0.7 ICE MAKER 1 EA 700 0.7 REFRIGERATOR 2 EA 1400 2.8 OVEN 1 EA 4400 4.4 IRRIGATION PUMP 1 EA 2000 2.0 LANDSCAPE LTS 3 EA 1000 3.0 LAUNDRY RCPTS 1 EA 1500 1.5 GARAGE DOOR 1 EA 10DO 1.0 ENTRY GATE 1 EA 1000 1.0 TOTAL CONNECTED GENERAL LOADS (PER NEC 220.82(B) 60.2 KVA FIRST 10KVA@ 100% 10.0 KVA REMAINDER @ 40% 20.1 KVA TOTAL DEMAND GENERAL LOADS (PER NEC 220.82(B) 30.1 KVA '* HEATING LOAD (240V, 1 -PHASE) 14.3 KVA *• COOLING LOAD (240V,1-PHASE) 69 AMPS 16.6 KVA TOTAL HVAC LOAD (PER NEC 220.82(C)) 16.6 KVA HEATING LOAD(240V,1-PHASE) 100% 14.3 KVA TOTAL CONNECTED LOAD 60.2 + 16.6 = 76.8 KVA TOTAL DEMAND LOAD 30.1 + 16.6 = 46.7 KVA (NEC 220.82) 46.7 KVA @240V, 10 = 194.4 AMPS " NON -CONCURRENT LOAD FPLTRANSFORMER 75 AVAILABLE FAULT CUR RENT AT SERVICE SERVICE CONDUCTOR 250 NUMBER CONDUCTOR -_T CIRCUITLENGTH BT C VALUE _T F = 2x Lx Isc x Volt F = 2 x 60 32,789 16,673 x 240 F = 0.98 M = 1 M = 1 + M = 0.50421 11c = 16,533 AMP 37 7RQ ELECTRICAL PANEL SCALE : NTS CIRCUITS 42 MAIN BREAKER: NIA AMPS 1 PHASE PANEL: B MAIN LUGS: 200 AMPS 3 WIRE K.A.I.C.: 22 AMPS X 240/120V MOUNTED FLUSH X SURFACE C C T K K T T IDENTIFICATION WIRE GND. COND CIRCUITBREA LOADIPHASE (KVA) BREAKER WIRE GND. COND IDENTIFICATION T F P E N N E O O TRIP IPOLES A B C POLES TRIP MD 1 MASTER BEDROOM AF 12 12 112" 20 1 0.5 OS 11 1 20 12 12 112" BATH RCPTS AF 2 MD MDI 3 lBEDRO0M#1 AF 12 12 12" 20 20 1 1 0.5 0.5 iSPACE SPACE 4 6 MD MD MD 5 BEDROOM#2 AF 12 12 1/2" MD 7 GENERAL LTS (AF) 12 12 12" 20 20 1 1 ILE 0.5 0.5 1 1 20 20 12 12" SPARE SECURITY AF 8 10 MD N E 9 EXTIROR LIGHT LTS E E E 12 E 11 EXTIRIOR RCPTS GF E E E 20 1 0.2 2 40 8 10 3/4" CU#2 12 N E 13 EXTERIOR LTS SECOND FLOOR E E E 20 1 1 1 0.5 1.0 3.0 1.0 3.0 14 E 15 ENTRY GATE E E E E E 20 20 2 40 8 10 3l4" AHU#2 16 N E 17 EXTIROR LIGHT LTS TS E 18 N 19 STAIR FOYER (AF) 12 12 112" 20 1 0.5 0.7 1 20 E E E EXTERIOR RCPTS SPACE 20 22 E 21 SPACE 23 2.2 0.5 1 20 12 12 12" WH GAS 24 N 25 OVEN 8 10 314" 40 2 2.2 SPACE 26 27 MINIAHU#3 12 12 12" 20 2 _:,s,._.? ,.^;,�.,.s„ 0.2 0.5 1 20 12 12 12" GARAGE RCPTS 28 N 29 0.2 1.0 1.2 0.3 1 1 20 20 12 12 12 12 1/1" 12" GARAGE DOOR TBB 30 32 N N 31 MINICU#3 12 12 1/2" 20 2 33 12 SPACE 34 N 35 GENERAL LTS AF GENERAL LTS AF 12 12 12 12 12" 1!2" 20 20 1 1 0.5 0.7 0.5 ^-' i f- "'� 1 20 12 12 12" SPACE BBQ UNDER REF. 36 38 N N 37 N 39 MASER BATH LTS AF SPACE 12 12 112" 20 1 1.5 0.5 0.7 1 1 20 20 12 12 12 12 12" 12" BBQ ICE MAKER. BBQ CONV.OUTLET 40 42 N N 41 7.1 5.7 7.3 5.7 TOTAL CONNECTED LOAD PER PHASE 12.8 13.0 TOTAL CONNECTED LOAD 25.a KVA TOTAL CONNECTED AMP 107.5 AMP AF -ARC FAULT PROTECTED CIRCUIT BREAKER GF -GFCI GROUND FAULT PROTECTED C.B. NC -NO CONCURRENT LOAD MC- MC CABLE R-ROMEX E-EXISTING MD -MODIFIED UNDER THIS PERMIT WHEW CIRCUITS 8 MAIN BREAKER: NIA AMPS 1 PHASE PANEL: MDP MAIN LUGS: 400 AMPS 3 WIRE K.A.I.C.: 42 AMPS X 2401120V NEMA 3R MOUNTED FLUSH SURFACE x C C T K K T T T P IDENTIFICATION WIRE GND. COND CIRCUITBREIKER LOADIPHASE (KVA) BREAKER WIRE GND. COND IDENTIFICATION P E N N E O 0 TRIP POLES A B C POLES TRIP E 20.6 12.8 E 8 PANEL A 310 6 2" 200 2 2 200 310 6 2" PANEL IS2 17.6 13.0 N 5 7.0 SPACE 6 PANEL P 3 8 1-1/4" 100 2 6.0 ISPACE 8 7 27.6 12.8 23.6 13.0 TOTAL CONNECTED LOAD PER PHASE 40A 36.6 TOTAL CONNECTED LOAD 77.0 KVA TS-TIME SWITCH TOTAL CONNECT®AMP 320.8 AMP AF- ARC FAULT PROTECTED CIRCUIT BREAKER TOTAL DMAND 164.4 AMP OF - GFCI GROUND FAULT PROTECTED C.B. NC - NO CONCURRENT LOAD MC- MC CABLE R-ROMEX EXISTING N-NEW ELECTRICAL R W �p��p ��/� APPROVE 16-0310 '© A nse Rodriguez, P.E. Li ense Number 60236 ■engineering inc �A�63� Gables International Plaza 2655 Le Jeune Road, Suite 1109 Englneenng Design, Sig ature Coral Gables, Florida 33134 > Mechanical > Electrical .I� Phone > 305 444 9809 > Plumbing > Fne Protection Date 11 Fax > 305 444 9827 www.aroe-ena.com N L U j �' 00 ZJ 0' Q!� C-) G') 'p _ cN F_ ^� 11/ Q N Q O QU'0 O Q O^ 1 :ii Q O` ,o W � to CV 0 C "N10 U SO Q > Q w Q-dM O 2 N H U t� O 01 Architect 4 the author and owner of all draw gs and speciflcatiora and other documents, including those in electronic form, prepored by the Archttect and the Architect's consultant and the Architect shot retain at cornngn low. statutory and other reserved right, ncludirg copy sights for this project. The owner and/or others shot not use the Architect's drawings and specifications on other projects. w U z w 0 � I L J Z V Q �i rn Z w w �JY W O O 0 Y W > c•3 O M Q U Of O Z_ ^ p� x O LU 0 .-/1 r 0 CO w O 0 Of �O Oh 1 Z < C:)Q w Z Q o" :�i C 2 <<<< :2 o co�I CV C) 0 O Q) U m � 3 70 In 70 U Q sheet no. E-3.0 6 of 6 IIF—] E� LF—] F F—] ❑FUND IF 13 L--------- CIY�€1 CU#3 RII AHU#1 5,OT ELECTRICAL PANELS GAS WATER, � � \T4a0 -CONCENTRIC COMB. UP OFF -SET AIR/FLUE-PIPE, WITH POWER VENT RATION HITSYSTEM 1 14 TERMINATING WITH ROOF SYSTEM r CAP. PROVIDE 14 CORROSION RESISTANT 14 SCREEN. \ / TWO -CAR GARAGE ` k UP SOLID DOOR EF-1O 50 11 if L ----- ---- - �{ I _ � i ri t�AX: -DUCT RO=6WED-BETWEEf� Jj— tOX8 FLOOR TRUSSES 11X9 (INTERIOR) i 40 VWj GALLERY 8 EST UP P 4 �tD y e 18X36 - RAG 03',2SLOTS --_- - 125 i--� • nvo II Ih= LINEN UO10X8 145 -� 9 m o y o❑ LIBRARY /MEDIA ROOM d ate- 0 1 6 AC TO 0100 -354S SPACE. F O18X10 14 RAG l =;FULL LOUVERED A/V DOOR FOR L05ET '� RETURN AIR TRANSFER. � EGRESS z r Ou0 GYM ROOM O63X4� O�12X1035 RAG 110 08 100 T � GCE Ba O10X10 ( RAG A 6X6 60 o TU--> O SERVICE GALLERY LJ L_� uu L� uu LJ L� uu l-u 'emu uu u u L uu u— uJ uu uu J uu a-1 E �L E I' �S� D:UB. - ------- .. — - -1 o Q4',2SLOTS g C KITCHEN O ___ ❑I caS 12 DiW ' -- ----- 10X�_ ��' i}P HOOD BY 4T1`IRS. O 400 CFM. MAXIMUM OR MAKE UP AIR ',SHALL BE ADDED AS PER FBCM 505.2 FULL - if LOUVERED DOOR ,MAX. DUCT ALLOWED BETWEEN =JI . • Innrurrr°Dann I� COVIfRED EN RY i FLOOR v1X9 (INTERIOR); - ---- �( EAKFA T - -f - - - - - - - D ❑❑ - 11X9 80 8o _ I J O 04% S------ -' _ 170 ❑ E' iST11N O AwsE., 4',3SLOTS 4',3SLOTS ❑UIPNNTT__:uB ❑ - - IWINE 0210 0210 O REMAIrJ. COOL. ❑ ❑❑❑ 8if �- 2 T ❑ ❑ ❑ L\ FROM O \ ABOVE 4',2SLOTS 0150 1 ixg T- q-1go if ❑ ❑ ❑ ❑ �- - 04',3SLOTS 04',3SLOTS 260 260 �I LIE i Cl ❑ ❑ ❑ o 1 EIEI' 110 I a " I - --if 11 E ElUP - - O O O O i❑❑ u -1 Ll ❑❑ 1 STAIR ❑ ❑ --------- MECHANICAL FIRST FLOOR PLAN SCALE 1 /4" = 1'-0" D O D KEY NOTES HVAC O FULL SIZE SUPPLY AIR PLENUM. O PROGRAMMABLE THERMOSTAT MOUNT 48" A.F.F. O3 VERTICAL AIR HANDLER UNIT, AS SIZED ON PLAN. MECH. CONTRACTOR SHALL ALLOWED 6" CLEARANCE AROUND AC UNIT. ® EXHAUST DUCT TERMINATING WITH ROOF CAP. PROVIDE CORROSION RESISTANT SCREEN. O 1" DOOR UNDERCUT. TYPICAL. 0 CONDENSATE DRAIN BELOW SLAB ® DRY WELL FOR CONDENSATE. gO CEILING EXHAUST FAN & GRILLE, AS SIZED ON PLAN W/BACKDRAFT DAMPER. 10 EXHAUST DUCT TERMINATING WITH WALL CAP. PROVIDE CORROSION RESISTANT SCREEN. 11 DRYER EXHAUST UP THRU SECOND FL TERMINATING TO ROOF CAP; NO SCREEN. LU N,°D z J 6,M.� M w Q� 0 rV Q 04Q Lo � O O LL Qx O` N LLJ "6 � 14 OI w 0 N 'O CN W 'O L0 W a O "' _ �F Q^ rn 0 o� Architect Is the author and owner of all drawings and specifications and other documents, mcWdng those in electronic form, prepared by the Architect and the Architects consultant and the ArchitectshaA retain all common law, statutory and other reserved rights, including copy rights for this project. The corer and/or others shall not use the Architecrs drawings and specifications on other projects. 12 RANGE EXHAUST DUCT, AS SIZED ON W PLAN, TERMINATING WITH WALL CAP. PROVIDE CORROSION RESISTANT SCREEN AND BACK DRAFT DAMPER. RANGE HOOD BY OTHERS. CONTRACTOR SHALL VERIFY FINAL RANGE EXHAUST DUCT SIZE & 7 TERMINATION WITH HOOD L MANUFACTURER SPECIFICATIONS BEFORE BIDDING. W 13 CONCRETE PAD MOUNT CONDENSER UNIT ABOVE FLOOD LEVEL TIE DOWN AS PER MAIMI-DADE APPROVED METHOD. _ 14 REFRIGERANT LINES SLEEVED IN 4"0 ♦ /� SCH. 40 PVC PIPE BELOW SLAB. C/ UJ NOTES: z0 1-MECHANICAL CONTRACTOR SHALL r" COORDINATE WITH ELECTRICAL w CONTRACTOR DUCT LOCATION TO AVOIDLU LU CONFLICTS WITH LIGHT FIXTURES. MINIMUM CLEAR CEILING SPACE TO w RUN AC & LIGHTING SYSTEM SHALL BE PROVIDE DEPENDING ON THE LIGHT O FIXTURE HOUSING. O 2-LOCATION OF ALL SUPPLY AIR AND CL aD RETURN AIR CEILING DEVICES SHALL Z Cl) BE COORDINATED WITH TRUSSES QLU q LOCATION TO AVOID CONFLICTS. z 3-MECHANICAL CONTRACTOR SHALL LU O COORDIATE WITH GC CEILINGS PRIOR 0 r LL TO DUCTWORK ORDERING AND O CO w INSTALLATION. O = O 4-COORDINATE WITH 0 O� ARCHITEC/INTERIOR DESIGNER ALL CD RETURN AIR LOUVER TRANSFER LU Q o Q LOCATION AND SELECTION. SUBMIT z SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO ORDERING. 5-FINAL RUN OF CONDENSATE PIPES • W, & FINAL LOCATION OF DRY WELL ••• SHALL BE COORDINATED WITH ARCHITECT AND LANDSCAPE. ❑ ❑ CONDENSER SER UNIT CONDENSER SER UNIT - `r------ SHOULD BE INSTALLED SHOULD BE PLACED SO OBSERVING ROOF RUN—OFF WATER - MANUFACTURER SERVICE DOES NOT POUR -. ---. CLEARANCES. DIRECTLY ON UNIT. - - - - MECHAN— ICAL i�iengineering inc Gables International Plaza i 0 �0 �O :)ATEa L o O Q m N 0 JOB # 16-03 m llis Rodriguez, P. nse Number 6023E C.A. 26359 2655 Le Jeune Road, Suite 1109 Engineering Design. Sign: Coral Gables, Florida 33134 > Mechanical > Electrical Phone > 305 444 9809 > Plumbing > Fire Protection Date Fax > 305 444 9827 www.aroe-ena.com b I o O 5 OO sheet no. M-1.1 1 of y MECHANICAL SECOND FLOOR PLAN 0 FULL SIZE SUPPLY OR RETURN AIR PLENUM BOX. Q PROGRAMMABLE THERMOSTAT MOUNT 48" A.F.F. O REF. LINES & CONDENSATE DRAIN DOWN. SEE SHEET M-1 ® 1" DOOR UNDERCUT. TYPICAL. O TOILET EXHAUST FAN & GRILLE W/BACKDRAFT DAMPER. © EXHAUST DUCT; AS SIZED ON PLAN UP TO ROOF CAP. PROVIDE CORROSION RESISTANT SCREEN. 70 VERTICAL AIR HANDLER UNIT, AS SIZED ON PLAN. MECH. CONTRACTOR SHALL ALLOWED 6" CLEARANCE AROUND AC UNIT. NOTES: -MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR DUCT LOCATION TO AVOID CONFLICTS WITH LIGHT FIXTURES. MINIMUM CLEAR CEILING SPACE TO RUN AC & LIGHTING SYSTEM SHALL BE 24" DEPENDING ON THE LIGHT FIXTURE HOUSING. -LOCATION OF ALL SUPPLY AIR AND RETURN AIR CEILING DEVICES SHALL BE COORDINATED WITH TRUSSES LOCATION TO AVOID CONFLICTS. W APPROVED ■��engmeermg me Gables International Plaza N W U KL� r",00 Z J M O, cM M �? .0 Fww Q � � I..L Q N Q O Q U '0 O Q - M N Qx 0, `4 UJ � N O W N g' y %0 U N Q � to w O M 2 �~ U n N Q0 Architect Is the author ara owner of all drawings and spedfcotions and other documents. Including those in electronic fans prepaed by the ArcNtect and the Archife&s consultant and the Architect shall retain all common low, statutory and other reserved rights, including copy rights for this project. The owner and/or others stall not use the Archb&s dmwi gs and spedricotions on other projects. w u z w C) C/o,) Lu ZLu V Z U.e J w J o \ / O Y W� O Q 0 `•' o C) � z_ J O(If x0 a r an w Xix O 0 0 Oy aR W Q Z� g¢ Z z a� .m ye • • a •••• a /sy/II' • am • e m(0 m •co •• u•••• j ma y t0 0 C U I WO <<<< JOB # 1 Rodriguez, P. . Number60236 C.A. 26359 I/ 12et sheet no. 2655 Le Jeune Road, Suite 1109 Engineering Design: Sign, Coral Gables, Flonda 33134 > Mechanical > Electrical Phone > 305 444 9809 > plumbing > Fire Protection Date Fax > 306 444 9827 www.arpe-enq. com M-1.2 2 of HVAC NOTES 1. GENERAL A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE (FLORIDA BUILDING CODE) AND LOCAL CODES, RULES AND ORDINANCE. B. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION PATH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS HALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. C. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION. D. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE ARCHITECT AND / OR ENGINEER MUST BE CONDITION OF THE CONTRACT. E. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. F. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. G. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. H. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. I. PRIOR TO INSTALLING EQUIPMENT AND / OR FABRICATING DUCTWORK, HVAC CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATION. J. AS BUILT DRAWNGS SHALL BE SUBMITTED TO OWNER AT THE COMPLETION OF PROJECT. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING. 3. DESIGN PARAMETERS: A. OUTDOOR DESIGN TEMPERATURE (SUMMER): 917 DB AND 77F WB B. OUTDOOR DESIGN TEMPERATURE (WINTER): 46F C. INDOOR DESIGN TEMPERATURE (SUMMER): 757 DB D. INDOOR DESIGN TEMPERATURE (WINTER): 70'F DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 7. MATERIALS: A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION: REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF AT LEAST R-3 AND HAVING AND EXTERNAL PERMEANCE NOT EXCEEDING 0.05 PERM WHEN TESTED IN ACCORDANCE NTH ASTM E96. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WTH MANUFACTURER'S APPROVED ADHESIVE AND GREY TAPE. - DUCTWORK: A. ALL HVAC DUCTWORK SHALL CONFORM TO SMACNA STANDARDS. ALL EXTERIOR DUCTWORK SHALL BE GALVANIZED SHEETMETAL ALL INTERIOR DUCTWORK SHALL BE FIBERGLASS BOARD UNLESS OTHERWISE NOTED AND CONFORM MATH LOCAL CODES. FIBERGLASS DUCT BOARD SHALL BE RESISTANT TO CONDENSATION, MOLD, BACTERIAL GROWTH AND SHALL BE TREATED WITH AND EPA -REGISTERED ANTI MICROBIAL AGENT. DUCTWORK SHALL BE 1-1/2" THICK (R-6.0) IF IN UNCONDITIONED SPACE, DUCTWORK SHALL BE 1" THICK (R-4.2) IF IN CONDITIONED SPACE. OPERATING STATIC PRESSURI£2 IN. WG. (500 PA) B. EXHAUST AIR - MINIMUM 28 GAGE, GALVANIZED METAL OR MINIMUM 26 GAGE ALUMINUM. RANGE HOOD TO BE 400 CFM MAXIMUM. IF MORE THAN 400 CFM MAKE UP AIR MUST BE SHOWN AS PER FBC MECH 505.2. MECH. CONTRACTOR SHALL FIELD COORDINATE WITH EQUIPMENT MANUFACTURER PRIOR TO EQUIPMENT INSTALLATION. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. D. FLEXIBLE INSULATED DUCTWORK WITH 1 1/2- FIBERGLASS INSULATION WITH FRK VAPOR BARRIER, CLASS I AIR DUCT, U.L. R-6.0 MIN. E. DRYER DUCTWORK: 26 GA. MIN. GALANIZED STEEL, HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF AIRFLOW AND WITHOUT SHEET METAL SCREWS OR OTHER FASTNERS IN THE AIR STREAM. MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET. WALL CAPS SHALL BE PROVIDED WITH BACKDRAFT DAMPER. 8. AIR DISTRIBUTION DEVICES AND ACCESSORIES SHALL BE TITUS OR APPROVED EQUAL. 9. ALL HVAC DUCT ELBOWS MUST BE FURNISHED NTH APPROVED TURNING VANES. 10. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. 11. PROVIDE METAL ROUND FITTINGS WTH SCOOP AT ALL FLEXIBLE DUCT CONNECTION TO SUPPLY DUCT. 12. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, ADJUST OR REPLACE CONTROLS, ETC. 10. TEST AND BALANCE: AN INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL VENTILATION AND AIR CONDITIONING SYSTEMS. SUBMIT FOUR COPIES OF TEST AND BALANCE REPORT TO OWNER FOR APPROVAL. 11. ARCHITECTURAL AND / OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 12. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPUCABLE. 11. CONTROLS: AIR CONDITIONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUAL THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP SUPPLY FANS AND ACTIVATE COOUNG/HEATING SYSTEMS AS SELECTED. 13. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WTHOUT ENGINEER'S CONSENT, THE AC. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 14. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO BID UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST 10 DAYS PRIOR TO THE DATE OF BID. SUCH REQUEST SHALL INCLUDE THE NAME OF EQUIPMENT OR MATERIAL FOR WHICH IT IS TO BE SUBSTITUTED. DIFFUSER SCHEDULE TYPE SERVICE CFM R NGE SIZE NECK MANUFACTURER MIN MAX /MODEL 0 110 6X6 6"o TITUS 250 AA 111 150 8X8 8110 TITUS 250 AA 151 200 1Ox8 8110 TITUS 250 AA 201 230 12x8 8"o TITUS 250 AA SUPPLY CEILING 231 250 10x10 10"W TITUS 250 AA 251 350 12X12 10" 0 TITUS 250 AA 351 410 16X12 12"0 TITUS 250 AA 401 500 14xl4 12" 0 TITUS 250 AA 501 700 16xl6 12"0 TITUS 250 AA 25 CFM/LF 1 SLOT 6" TITUS ML-39 50 CFM/LF 2 SLOT 8" TITUS ML-39 LINEAR SLOTS 70 CFM/LF 3 SLOT 2 © 8" TITUS ML-39 O COUNG OR WALL 90 CFM/LF 4 SLOT 2 ® 8" TITUS ML-39 WITH INSULATED 100 CFM/LF 5 SLOT 2 ® 10" TITUS ML-39 PLENUM. SUPPLY. 120 CFM/LF 6 SLOT 2 @ 10" TITUS ML-39 0 100 8x8 -- TITUS 350 FL 101 200 10x10 -- TITUS 350 FL 201 300 12x10 -- TITUS 350 FL 301 400 12xl2 -- TITUS 350 FL 401 500 30X6/18X10 -- TITUS 350 FL RETURN/EXHAUST 501 600 14X14 -- TITUS 350 FL CEILING OR SIDE 601 700 18X12 -- TITUS 350 FL WALL 701 800 18X14 -- TITUS 350 FL 801 1000 24X12 -- TITUS 350 FL 1001 1350 30X12 -- TITUS 350 FL 1351 1550 36X12 -- TITUS 350 FL 1551 1900 36X14 -- TITUS 350 FL 1901 2220 36X18/30X24 -- TITUS 350 FL 1 SEE DETAIL SHEET(S) FOR ADDITIONAL INFORMATION 2 PROVIDE ALL UNITS MATH OPPOSED BLADE DAMPERS 3 DIFFUSER RUNOUT SIZE SHALL BE DIFFUSER NECK SIZE, UNLESS OTHERWISE NOTED ON PLANS 4 ALL SUPPLY AIR DIFFUSER AIR THROW PATTERNS ARE 4-WAY UNLESS OTHERWISE INDICATED ON MECHANICAL PLANS 5 PROVIDE SURFACE MOUNT HARDWARE IN ALL INACCESSABLE CEILING SYSTEMS 6 PROVIDE LAY -IN MOUNT HARDWARE IN ALL SUSPENDED CEILING SYSTEMS 7 PROVIDE FULL LENGTH PLENUM FOR SIDEWALL AND LINEAR SLOTS 8 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OF DIFFUSERS 9 PROVIDE SELECTION BASED ON A MAXIMUM RADIATED NOISE OF NC-19 10 FURNISH AND INSTALL APPROPIATE HARDWARE TO CONNECT FLEX WTH DIFFUSER NECK 11 DO NOT USED IN ANY CASE TYPE A FASTENING (SCREW HOLES). ALWAYS USED CONCEALED FASTENING. R- VALUES: EXTERIOR WALLS R-4.2, ROOF R-30, GLASS IMPACT, U-0.95, SC-0.34, SHGC-0.29. FAN SCHEDULE UNIT DESIGNATION EF-1 EF-2 AREA SERVED BATHROOM BATHROOM OPERATING WEIGHT, LBS 12 12 LOCATION CEILING CEILING FAN TYPE EXHAUST EXHAUST AIR FLOW, CFM 50 100 DRIVE TYPE DIRECT DIRECT FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL FAN TIP SPEED, FPM MAX. --- --- FAN SPEED, RPM --- --- Z TOTAL STATIC PRESSURE, IN OF W.C. 0.10" 0.10' FAN MOTOR (AMPS/WATTS) 0.4/-- 0.3/-- FAN MOTOR STARTER TYPE WALL SNATCH WALL SWITCH STARTER FURNISHED BY MC MC ELECTRICAL SERVICE 120-1-60 120-1-60 UNIT DIMENSIONS W X L X H (IN) 11 X 12 X 8 11 X 12 X 8 SONES 0.3 0.7 DESIGN MANUFACTURER NUTONE NUTONE MODEL NUMBER QTXEN080 QTXEN0110 SERVICE SWITCH YES YES DUCT SIZE 6"0 6"0 o BACKDRAFT DAMPER YES YES ^, ROOF JACK/BIRDSCREEN NO NO U a SOLID STATE SPEED CONTROL YES YES THERMOSTAT CONTROL NO NO GRILLE DIMENSIONS W X L (IN) 14 X 13 14 X 13 FILTER AND FILTER FRAME NO NO NOTES: 1. ALL FANS WITH BACKDRAFT DAMPER. 2. AUTOMATIC SHOTOFF. OPTIONAL. 3. UL LISTED, GFCI PROTECTED. 4. ENERGY STAR QUALIFIED USED 65% LESS ENERGY SPLIT A/C UNIT SCHEDULE UNIT DESIGNATION AHU#1 AHU#2 AREA SERVED PARTIAL 1 ST. FLOOR. 2ND FLOOR. LOCATION A/C CLOSET VERTICAL A/C CLOSET VERTICAL DESIGN MANUFACTURER TRANE TRANE MODEL NO. TAM8AOC60 TAM8AOC48 SEER 18.0 18.0 TOTAL AIR, CFM 1940 1,570 ~ EXT. STATIC PRESS., INCHES OF H2O 0.4 0.4 o_ FAN MOTOR H.P. (NON -OVERLOAD) 1.0 3/4 J ELECTRIC HEAT, KW 7.2 5.2 in TOTAL CAPACITY, MBH 57.4 44.6 = TOTAL SENSIBLE CAPACITY, MBH 44.1 33.6 IV ENTERING AIR TEMP. OF DB/WB 75/63 75/63 COIL MODEL NO. / AREA (SQ.FT) -- / 5.96 -- / 5.96 MCA/MOCP 50.0 / 50.0 38.0 / 40.0 ELECTRICAL SERVICE 208-230/l/60 208-230/l/60 OPERATING WEIGHT, LBS. 165 165 UNIT DIMENSIONS H X W X D (IN) 62 X 24 X 22 62 X 24 X 22 UNIT DESIGNATION CU#1 CU#2 DESIGN MANUFACTURER TRANE TRANE MODEL NO. 4TTZ0060 (XL201) 4TTZ0048 (XL201) NOMINAL CAPACITY (TONS) 5.0 4.0 t Z TYPE OF FAN PROPELLER PROPELLER D NO. OF FANS AND HP 1-1/3 1-1/3 Z CONDENSING TEMP., F DB 95• 95' w NO. OF COMPRESSORS 1/SCROLL 1/SCROLL Z COMPRESSORS R.L.A. L.R.A. 22.8 128.7 18.6 93.4 o0 CAPACITY REDUCTION 50-100% 50-100% o MCA MOCP 31 50 26 40 o ELECTRICAL SERVICE 208-230 1 60 208-230 1 /60 0 OPERATING WEIGHT,LBS. 420 420 a UNIT DIMENSIONS H X W X D (IN) 58 X 35 X 39 58 X 35 X 39 REF.PIPES SIZE; GAS I LIQ. 7/8 1 3/8 7/8 1 3/8 REF.TYPE; CHARGE (lb-oz) R-41OA (13- 5) R-41OA; (15-7) NOTES: 1. PROVIDED FACTORY INSTALLED DOUBLE WALL FOAM INSULATED CABINET. 2. PROVIDED FACTORY INSTALLED ECM BLOWER MOTOR. 3. PROVIDED FACTORY INSTALLED NONCORROSIVE VERTICAL AND HORIZONTAL DRAIN PANS. 4. PROVIDED FACTORY INSTALLED ALUMINUM EVAPORATOR COIL WITH ELECTRONIC EXPANSION VALVE. CU NOTES: 1. PROVIDED FACTORY INSTALLED COMPOSITE BASE FOR OUTDOOR UNIT. 2. PROVIDED FACTORY INSTALLED ALUMINUM CONDENSER COIL. 3. PROVIDED FACTORY INSTALLED 2 STAGE CONDENSER WITH DUAL COMPRESSORS. 4. PROVIDED FIELD INSTALLED OEM PROGRAMMABLE THERMOSTAT. RAINCAP: 12go. GALV. METAL - RAIN HOOD (GALV. METAL) BASE FLASHING W/ CONT. SEAL ® LAP SEAM. -�- CONCENTRIC VENT VENT �j \COMBUSTION AIR WELD/ SUPPORTS: 12go. GALV. METAL SOLDER JOINT FIBERGLASS SHINGLES 5H a 1 /2" PLYWOOD DOUBLE WALL INSULATED STEEL HTR. FLUE. 2" MIN. - NOTE: TERMINATE FLUE VENT 18" ABOVE HIGHEST POINT OF ROOF WITHIN 10'-0". PROVIDE GUY WIRES AS REQUIRED BY FLUE VENT MANUFACTURER. FLUE THRU ROOF DETAIL N.T.S. MECHANICAL SCHEDULE PLAN HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR - X FIRE DAMPER(S) - X SMOKE DAMPER(S) - X FIRE RATED ENCLOSURE - X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY _ X FIRE STOPPING - X SMOKE CONTROL - X HVAC SYMBOL LEGEND SYMBOL DESCRIPTION ® SUPPLY DUCT RETURN/EXHAUST DUCT FLEXIBLE DUCT ELBOW W/ TURNING VALVES REF. S&L REFRIGERANT SUCTION & LIQUID LINES ` EF CEILING EXHAUST FAN EXHAUST REGISTER OCOOLING THERMOSTAT X: AIR DEVICE TYPE O A B AXB; NECK SIZE # CFM SA SUPPLY AIR RA RETURN AIR CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE AHU AIR HANDLING UNIT w N-00 Z J tOM'6 Q, C'7 .p N � J 10 _ Q CV 0 Q U 0�� O Qo i (M V) cn Q - w ACV L0 oo o2S '� o U 0> 04 Q 0 LU Q Q -6 COT J.- C N F- U 3 O a LL. Cn Architect Is the author and owner of all drawings and specifications and other documents. includng those in electronic form, prepared by the Architect and the Architects consultant and the Architect shall retain all common law, statutory and other reserved lights, including copy righis for this pmlect. The owner and/or others shall not use the Architect s drawings and specifications on other projects. UJ U Z MECHANICAL MINI SPLIT A/C UNIT SCHEDULE UNIT DESIGNATION AHU#3 AREA SERVED LIBRARY/MEDIA RM LOCATION CEILING HUNG LIBRARY MEDIA RM DESIGN MANUFACTURER MITSUBISHI MODEL NO. SEZ-KD15NA4 SEER 16 TOTAL AIR, CFM (LO/MED/HI) 317/396/476 EXT. STATIC PRESS., INCHES OF H2O 0.2 MAX. FAN MOTOR FLA / MCA 0.74 / 1.0 0 HEAT PUMP HEATING CAP. M8H 18.0 z a TOTAL CAPACITY, MBH 14.5 x TOTAL SENSIBLE CAPACITY, MBH 11.2 a ENTERING AIR TEMP. OF DB/WB 75/63 HSPF / COP(BTUHR/W) 10.0 / -- WATTS 1500 ELECTRICAL SERVICE 208-230/l/60 OPERATING WEIGHT, LBS. 54 UNIT DIMENSIONS HXWXD (IN) 8 X 39 X 28 UNIT DESIGNATION CU#3 DESIGN MANUFACTURER MITSUBISHI MODEL NO. SUZ-KA15NA NOMINAL CAPACITY (TONS) 1.25 TYPE OF FAN PROPELLER Z NO. OF FANS AND W / FLA 1 - 35 / 0.5 AMBIENT AIR TEMP., OF 95' Z CONDENSING TEMP., of -- z NO. OF COMPRESSORS DC INVERTER S COMPRESSORS R.L.A. / L.R.A. 7.4 / 9.3 CAPACITY REDUCTION 50%-100% o MCA/MOCP 12 / 15 ELECTRICAL SERVICE 208-230/l/60 OPERATING WEIGHT,LBS. 80 UNIT DIMENSIONS HXWXD (IN) 22 X 32 X 12 REF. TYPE / CHARGE (OZ.) R-410A / 41 LINE SIZE- LIQUID. / GAS. 1/4"/ 1/2" NOTES: 1. AC SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 2. REF. LINES MAX. LENGHT WITH NO ADDITIONAL CHARGE 65', UFT 40' 3. WIRELESS CONTROL. 4. AIR HANDLER UNIT WITH CONDENSATE OVERFLOW SWITCH CONNECTION. I ■�iengineermg inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 EngineenngDeegn. Coral Gables, Florida 33134 > Mechanical > Electrical Phone > 305 444 9809 > Plumbing > Fire Protection Fax > 305 444 9827 www.ari)e-enci.com JOB #/ 16-0310 Am ills Rodriguez, P.E. Lic se Number002136 CA. 26359 Sign ture /I I Date 1 b w � � < Q M w 0 x0 ox� �O COm O� n CD oQ ,F.`; aaaa o o o O ¢ o2 cL 0 „ _0o (D U a)N _ .tn -a U 0- sheet no. M-2.0 2 of TRAN UNIT RE FI DRAII NEOP META TYPI C GALVA PAN 1 (WATE DEVICE DOWN PAN c DEEP LARGE ALL D Li1.TR1i17I.T2r11m7TITIlt7dT i9 SITION AS REQUIRED-,,.SU AIR AHl TO T PEF CEILING F.G. 10 MET, MAX PER WALL F/C UNIT 4" MIN. MEC -� ALL AROUNI FAS DUC FRIGERANT PIPES CON ROM COND. UNIT AHU DISC SWII RENE PADS FAN - SHELVE I COIL AL OF 2 AUX -- -- _ SWII NIZED AUXILIARY DRAIN SWII LTH FLOAT SWITCH ST01 R LEVEL DETECTION UNIT ) WIRED TO SHUT INDII AHU. HALL BE MIN. 1.5" AIR AND BE AT LEAST 3" HOU NOTE: NO COMBUSTIBLES ALLOWE R THAN THE UNIT ON RECTIONS. IN A/C CLOSET. FLOOR 16 RETI PLEI NOTE: 1. PROVIDE MINIMUM 4" SERVICE/ MAINTENANCE AREA AROUND AIR HANDLING UNIT. 2. PROVIDE FLOAT SWITCH IN DRAINPAN WIRED TO SHUT DOWN AC UNIT IN CASE OF CONDENSATE STOPPAGE. AS PER FBC 307.2.3. FAN COIL UNIT MOUNTING DETAIL A/C UNITHOUSING 2"X2"X3/4- INSULATED PAD MOUNTING DETAIL ® BASE 1/8' SS WIRE W/TURNBUCKLES ANCHORED TO SLAB GAUGE TFK SCREWS CONDEN UNIT 6" MIN - CONCRETE BASE-E W/ 6" X 6"- 10/10 W.W.F. III nti 2"X2"X3 Utl INSULATED PAD 6" M SUCTION LINE WITH 3/ " ARMAFLER INSULATION AND VAPOR BARRIER NOWT : CONCRETE CREWS SHALL BE RATED FOR 500 LBS. MIN. PULL-OUT CAPACITY. N.T.S. CONNECTION S/A PLENUM SMACNA PAG#2.14"DETAIL". 'X 1 1/4-SHEET 1L SCREWS 12" O.C. MIN. 2 SIDE. 1ANICAL IENING AT T NECTION TO ONNECTED CH SECTION SECTION FLOAT CH. FLOAT CH SHALL ' FAN COIL IF 'ATED. •ILTER SING IRN AIR IUM BOX (3)#14 SHEET METAL SCREWS TO C.U. 1 /2" HILTI SLEEVE ANCHORS (3)PER SIDE -1/4' X 12", 18 GAUGE GALVN. METAL STRAP. ONE ON EVERY CORNER OF ok CONDENSER. PROVIDE ANTI -THEFT (1) 500 LBS. BOLT WITHIN UNIT CASING TO SLAB. POWER AND CONTROL CONNECTIONS ,�--6" MIN. \-4" MIN. —LIQUID LINE WITH OUT INSULATION s 4'0 SCH. 40 P.V.C. PIPE NOTE: CONDENSER SHALL BE INSTALLED ABOVE FLOOD LEVEL. CONDENSING UNIT MOUNTING DETAIL N.T.S. MIN. 1-1/2" WIDE 26 GAUGE GALV. STEEL STRAP HANGER AS PER SMACNA FIG. 3-10 (5'-0"- O.C.) NDARD ELBOW AIR DUCT (SEE PLAN VIEW) TURNING VANE) ROOF STRUCTURE LOW FRICTION LOSS DUCT HANGER BRANCH TAKE -OFF FITTING METAL ROUND FITTING RA TRAM DUCT IDNG QUADRANT OPERATOR TO BI OUTSIDE INSULATION PROVIDE INSULATION GUARD RETURN AIR RETURN AIR WHERE NECESSARY TRANSFER TRANSFER GRILLE GRILLE SEAL JOINT W/ DUCT SEALER AND 6' MAX. ppryryyy�� WALL /�pp��/� TAPE /1 ROOM CORRIDOR AIR FLOW BOOR STRUCTURE INSULATE TOP OF DIFFUSER. - TRANSFER AIR DUCT DETAIL N.T.S. 12" DIAMETER o o CONCRETE _ o PERFORATED AL o 0 0 DRAINAGE OR CLAY e e PIPE WITHOUT COVER o FILLED WITH 3/4" CRUSHED ROCK a 2' e CONDENSATE DRAIN LINE 24" o a = o FROM BUILDING 0 o SEE PLAN 00 0�0 DRY WELL DETAIL N.T.S. PITCH DOWN TOWARD DRAII CLEAN OUT CLEAN OUT DRAIN PAN 18' MIN MIN VLDIAMETER RAP PIPE \ A/C CAPACITY /4"0 UP TO 2 TONS "0 UP TO 5 TONS DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE 3' MIN ON THE DRAIN PAN TYPICAL CONDENSATE DRAIN TRAP N.T.S. SELF F BASE ATTACH TO CAP ROOF CAP DETAIL N.T.S. INSECT SCREEN SUPPORT FROM UNDERSIDE OF STRUCTURE. INSULATED FLEX. DUCT BAND OF SAME SIZE AS HANGER STRAP SEAL JOINT WITH DUCT TAPE DIFFUSER W/ OPPOSED \V BLADE DAMPER - ADAPTOR ROUND TO SQUARE IF REQUIRE NOTE: 1. FLEXIBLE DUCT INSTALLATION SHALL MEET FBC. MECH. 603.5.6.6 FLEXIBLE DUCT CONNECTION DETAIL N.T.S. MOUNTING BRACKETS. FACTORY-SHEPPED IN 1/2" CEILING MATERIAL ROUND DUCT TO ROOF I FINISHED LCEILING MATERIAL MOUNTING CEIL. SUSP. SYST.6111--GRIIIF SCREWS ® 24" O.C. GRILLE NUTS (INSTALL INTO SQUARE HOLES IN VENTILATORHOUSING) FACTORY -SHIPPED INGRILLE HORIZONTAL DISCHARGE SCREW POSITION 1/4-20 HEX NUTS SECURE MOUNTING BRACKETS TO HOUSING. LOOSEN AND RE -TIGHTEN OR REMOVE AND REPLACE NUTS AS NECESSARY FOR DESIRED MOUNTING BRACKET POSITION. ;USPENSION I (JOISTS). MOUNTING BRACKETS IN FACTORY —SHIPPED POSITION MOUNTED DIRECTLY TO JOISTS (OUTLET PARALLEL TO JOISTS) CEILING EXHAUST FAN TYPICAL INSTALLATION MECHANICAL DETAILS PLAN N.T.S. & DECK. WOOD JC HANGER WIRE 12 GAUGE (MIN. SCREWS FASTENERS DUCT SHEET METAL CHANNEL SUSPENDED CEILING (SEE ARCH. DRAWINGS) DUCT HANGER DETAIL N.T.S. CLINCH ED BRANCH DU DUCT A TER DAMPER )DIRECTION OF AIRFLOW SPACER REQ'D ON INSULATED DUCT SET SCREW GALV. STEEL ROD N.T.S. TYPICAL DUCT TAP -OFF N.T.S. SECURE WIRE 10"0 MAX. ELBOW CORNER TURNING VANE HANG ALL DUCT PER CHANNEL STRAP & SADDLE HVAC DUCT DETAILS N.T.S. MOUNTING CLIPS OR UNITS CONNECTION TO SUPPORT RODS AS RECOMMENDED BY MFG. ELECTRIC HEAT ASSEMBLY ------- STANDARDS '• AIR FILTER k RACK ASSEMBLY HANDLING 1' GALV. DRAIN PAN UNIT STRAPPED TO A.H.U. INSULATED CONDENSATE SUPPLY ' DRAIN AND TRAP (SEE AIR DUCT PLUMB. FOR CONTINUATION) REFRIGERANT LINES TO TRANSITION AS REQUIRED CONDENSING UNITS �Ab INSULATE SUCTION LINE) PROVIDE FLOAT SWITCH IN AUX. DRAIN W FLOAT SWITCH SECONDARY PAN TO SHUTT ON THE UNIT TO SHUT ON THE UNIT AUXILIARY DRAINPAN SHAD_ BE 3' LARGER PROVIDE 24' SERVICE CLEARANCE THAN AHU ON ALL SIDES AND 1.5 HIGH MINIMUM FOR ALL ACCESS PANELS (CONSTRUCTED FROM 24 GA. GALVANIZED S.M.) A.H.U. HANGING DETAIL N.T.S. J V[5 iF I '© Amnse R er60, P.E. License tuber 60236 ■engineering inc A�g Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering Design: SignatU Coral Gables, Florida 33134 Mechanical > Eleceriral )� Phone > 305 444 9809 Plumbing > Fire Protection Date Fax > 305 444 9827 www.arpe-eng.com N U KLoNLJ _j� a"°ZN (y) LLI Q J `�O ^� I..L Q — Q O QU'0 O ¢ O n N Q o, 1O L LJ � N 0 dS o `" ,O U'0 (4 > Q �.Uj Q Q -6 O ch 1 N U V) O a ^ Architect h the outtwr and ownerof aA drawirgs and speciricahm and other documents, ixluding those in elechonic farm prepared by the Architect and the Architects consultant and the Arcttect shall retain all common law, statutory and otherre edrights Ylduftcopy rights for this project. The owns and/or others shall not use the Architects drawings and spedfxaiiom on other projects. W U Z uj 0 w I LU Z Cie 0 L he he U 0 O OCL \ / W Q � Y LU o z w ^ O� = O 0 O .�/7 r m u`3 LU 0 �O Oh � IUJI x Z< z Q o Q O sass o N " 0 Q m 0 _0 O U TT y i .O _0 T3 U Q sheet no. M-2.1 2 of 1-1./4"CW TO IRRIGATION /- JRRIGATION BFP_1 " -- -{ DOMESTIC BFP_2" 2"DOMESTIC WATER WATER METER 2" N � � U J CID — — — — — — — — — - - - — — -- - ------------- - --- — — — - - — — — — - — — - -- ----- — -- Z w Q ~ Q N LO 2 v — m GAS TANK PROPANE CL Q U w — 1,20 GALLONS O Q O MANUFACTURE.IIIONACCORDING �� N CV i LU LT) L.I.` Q N �� Li 04 3' LJ L� 3' I E uJ Q /� 120 GAL FROPANASTA.rJK. L. �------- ON CONC. PAD COOR O T DOO - I UND. O R EXACT LOCATIGIJ W/ UTILITY I W ER W ❑ REF. 1 t '� = N TREN DRAT p �j EXISTING SWIMMING POOL TO REMAIN EX 11 o DECK IN— IL I 1 1 D Q.I N -- - - 3/I —' - a 3 V DN. �� MAK i I I 2-------------- i k2l �111: DN4.CW & HW UP YM/ POOL - BATH L " 2" ovEN 1-1/2" GAS WATER HEATER ----- a '_—_---_—_ 100000 BTU/HR - - - 3 4"HB SEE SCHEDULE FOR DETAILS 1 "DN 1-1/2" j 2 5' 3/4"CW & 1/2"HW ON W�Gy bJATEr' .� " 1 2CW & H$o - SYSTEtHillUP 3 J S _- O , GAS RANGE 1 2-CW & HW DN 2" O 65000 BTU/HR DW 1 / C EXISTING POOL DECK TO 1 3"-8FU DN g D 2"V 11P SK SH Architect 4 the amgrand owner otd TWO CAR GARAGE -- SK drawings and specificaliom and orfrer SERVICE GALLERY 3"-TOFU W/DISPOSALa, = elh kn�m dkdM byti>B UP ( I - 2"-2"ON 3"-8FU ON AmhBect and the Archirect3 t canwlrant and the Arch!tectsal IN FALSE COLUM IN FALSE COLUM ores reel r nr onik Including copy , 3"-8 - DW I I retain d common kw, satutory and 2 Y_ -�_� 1 2"CW TO IM 2"2F 3 4"CW & HW UPthis 1/2"CW & HW D I 1 �- / - tom shalltt�inetheA�rchdeoP�« 3+a. 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I.3/4"HW_DN OOL. i I ' 1 - L - — - 1/2"CW & HW UP 3 470 "3/-6FU "L - 1" I 1" L CONTR C OR - 3' POO JI WC 3"-10FU �I 3/4'HB W W/GV BRARY\ LINEN POW ' ER VESTIBULE _ Q L GALLERY BATH 1 2"(3W & H DN 1 FILES I I I LIBRARY /MEDIA ROOM L 1 I I I I I 1 I I : A/V I li CLOET �- - 3/4"HB - - - �Ity,LG,V 1 I I I I 1 WAY ED Lam_ 4"-48FU EM RY COUR YARD i C.0 I I t t UP STAIR 1/2-CW UP TO BALCONY L�lllc� 3/4-HB WIGV - 1-1/4" SEPTIC TANK AND DRAIN FIELD ARE EXISTING TO REMAIN. 4"-48FU TO EXISTING SEPTIC -TANK PLUMBING FIRST FLOOR PLAN SCALE 1 /4" = V-0" 1 LU 1 - - - p rill w LU GREAT ROOM LU p - _J d � LU ; a0 — _ — o F Q ` ' u M Z uj �� OCie Uj �L U m 0 o ce �I z o Fil NOTE F ALL CW PIPE UNDERGROUNG - Yew SHALL BE IN SLEEVE •• f _ C — •Z -� •••y�o - _�� y N � ( ASPER64E-6.001 GENERAL. S4�WAOF AN ONSITE GE REATMENTOANDMODIFICATI,REPLACEMENTDSPOSAL SY, ORSTEMLISGRNAOT REQUIRED FOR A REMODELING IF A BEDROOM IS NOT ADDED. EXISTING HOUSE NUMBER OF BEDROOMS (4) HAS NOT BEEN INCREASE UNDER THIS PERMIT. F"A.R. EXISTING hEw FIRST FLOOR HVAC: 2,661 SQ. FT.2,661 SQ. FT. SECOND FLOOR HVAC 1,951SQ. FT.1,951SQ. FT. TOTAL F.A.R.: 4,612 .4, . EXISTING FAR TO REMAIN. NO ADDITIONAL SQUARE FOOTAGE ADDED �2 Q at o i Q 93 r 0 Jung 1 ul Arnarilis R driguez, P.E. License umber60236 26359 ��g�rt�erir�g rr�c _.- Gables International Plaza 2655 Le Jeune Road, Suite 1109 EngineenngDesign: Signature Coral Gables, Florida 33134 > Mechanical > Elecmcal Phone > 305 444 9809 > Plumbing > Fire Protection Date P Fax > 305 444 9827 www.arpe-eng.com l o U N -0 .sn-j -U U Q sheet no. Pi .1 1 of 4 A a 3"-8FU DIN PLUMBING SECOND FLOOR PLAN ®engineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering Design: Coral Gables, Florida 33134 > Mecnamrc l > Electrical Phone > 305 444 9809 > Plumbing > Fire Protector, Fax > 305 444 9827 \wmw aroe-ena.com JOB # 6-03 AmrtUre Rodriguez, P.I LicNumber60236 A. 26359 Sign Date N UJ � N-00 r Z -J w Q LJL No Q 0M QU W�ILL. O ¢�� V) Q aW pCq =CCIV OdS o N %0 U O LLi ' Qao W Q a c° _ N t- Q3 0 r a 14* Architect is the author and owner of of drawings and specifications and other documents, including arose in electronic form, prepared by the Archtect and the Architects consultant and the Architect sholl retain all common law, statutory and other reserved rights, Including copy rights for this project. The owner and/or others shot not use the ArChiteciS drawings and specifications on other projects. w U z w 0 Y > W z]� a� C�q C 0 �aaaa .2 C, Cv 0 0 N 2 2- sheet no. J Pl .2 3 of kGP� �\ y3 ` V I L r WATER ISOMETRIC I , NTS �i I�I I '1/a " r/ � " % . /2r 1V 3/, 6GP� t60, % S� GU�OP R° 5P RS G°OOT 34 % B r,A0RE GE'f,} f to 5� 5 0 o .2•�(3� 2 pR0��15• / GAS GAL o ° % TA t2 5 /- 3' 0 2 , t/2° CA1 fER 00 1 R �1A 00 °°° O GAS ISOMETRIC NTS GAS GP'L Id/fo �'R 6 y°0 00 'r �\ t, PAN A B1U/RR 5 r " 60 3� 00 IN" GAS NOTES `'j 1. USE THE FLORIDA BUILDING CODE —FUEL 2014 GAS TABLE 402.4(2)RJ1L U\I TO DETERMINE PIPE SIZE FOR LOW PRESSURE INSIDE THE BUILDING. 2-INSIDE OF BUILDING USE SCHEDULE 40 METALIC PIPE AND SHALL 2 I f COMPLY WITH SECTION 403.4.1 THROUGH 403.4.4 FBC-2014 I 2° 3. UNDER GROUND PIPING & JOINTS. I UNDERGROUND PIPING FOR OUTSIDE OF BUILDING SHALL BE PLASTIC PIPE L 12" CO� AND COMPLY WITH SECTION 404.15.1 THROUGH 404.15.3 AND SECTION 405.3. FBC-2014 UNDERGROUND PIPING SYSTEM SHALL BE INSTALLED A MINIMUM DEPTH 2" I L OF 12"BELOW GRADE- 5-UNDERGROUND PIPING FOR INSIDE OF BUILDING SHALL COMPLY WITH SECTION 404.1E FBC-2014 2 eG0 20 r 1 AL rl I I ° I 1 2r WGO t a I is 3 WO ° " 2 2 WGO i 50 2�'°0 1 2"I \\? ��\nl I WGO I I' WGO C9 A SANITARY ISOMETRIC NTS WGO 3". JOB# Amarilis/ License m�iengineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering Design. Signature Coral Gables, Florida 33134 > Mechanical > Electrical Phone > 305 444 9809 > Plumbing > Fire Protection Date Fax > 305 444 9827 www.aroe-ena.con, WIG /16-0310 driguez, P.E. nber60236 26359 ;, 4 UJ � N -0c) Z J a M _ N < Q J � SO Q N Q Q U 0 O a � () Q�x( A '0 1 U ma (y o� ��(i CN 0 ? y CV W `0 Qo LO L U C' c F- U Q o 0. Architect is the author and owner of all drawings and specifications and other document, including those in electronic fmn, prepared by the Archtect and the Architects consultant and the Architect shot retain at common law. statutory and other reserved rights, including copy right forthi project. Theownerand/or others shall not use the Architects drawings and spec'dicafioru on other project. w U z w v J LU z z W eJ W 0 J O ` ' Q " i w 00 Q ` / o< Y a z J 0w = O o �LL o an W �0 O o� o� � z Q o Q a� J yam, zw td C 04 O 1 ��aaaa �a I �I LLI al MI O _0 N N .N 2 _0 V .O a sheet no. Pl .3 3of4 HEAT TRAP HW OUTLET UNION�- DRAIN VALVE COMPLY ASSE 1005 PAN COMPLY FPC-504.7 3/4"DRAIN PAN PIPE(MIN)TERMINATED AT BLW EXTERIOR 6" AFF. SEE PLAN. r DIRT LEGS GAS WATER HEATER NTS •W GATE VALVE HAIR PUMP CW INLET EXPANSION TANK - PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRVD.) AIR GAP 3/4"RELIEF DISCHARGE LINE,TERMINATE 2"ABOVE FIN. PAN. FINISH FLOOR -GAS CONNECTION PIPING DIAGRAM w ` y i '.TO,R HEXT R " LJLE Al i GAH-MAIM HOUSE d1 MANUFACTURER: AO SMITH o CAPACITY: 75 GALLONS MODEL: VERTEX POWER DIRECT VENT 75-GALLONS DIMENSIONS: 65-1/4" H x 27-3/4"0 SHIPPING WEIGHT: 382 LBS EACH. E.F. (ENERGY FACTOR): 0.96 RECOVERY RATE-129 GALLONS/HOUR EACH GAS PROPANE, 100000 BTU/HR WATER C ECTION-2" CONCENT.VENT INSTALLAft KIT #9006328005 POT'S E WAT&R,li MODEL WAS DET-20M1 OR SIMI MAX. PRESSURE PSI_150 MAX. TEMP. F_2000 TANK VOLUME-GAL_8.5 AIR PRE -CHARGE PSI-20 DIAMETER_125" LENGHT_19.2" WEIGHT-15 LBS ANSION TANK 2) WATER HAMMER ARRESTOR EWH #1 & #2-MAIN HOUSE MANUFACTURER: WATTS FOR RESIDENTIAL/DOMESTIC WATER SYSTEM ONLY MODEL 150A OR SIMILAR SIZE-1 /2" MAXIMUM WORKING PRESSUR_150 PSI MAXIMUM TEMPERATURE -180 F MAXIMUM VELOCITY_10FT/SEC MAXIMUM SHOCK PRESSURE_200 PSI ECIRCULATION PUMP SCHEDULE(1) MODEL: GRUNFOS UP-15-42B5/T RECIRCULATOR PUMP 1/25 HP RECIRCULATOR PUMP FLOW RANGE 0-17 U.S.GPM HEAD RANGE:0-15.5 FEET MOTOR 2 POLE, SINGLE PHASE, 115 VOLT MAX. FLUID TEMPERATURE_220OF MIN. FLUID TEMPERATURE_360F MAX. WORKING P&ESSURE_145 PSI 2 GASKET INCLU OPTIONAL v GRUNDFOS 599388 24 HR PROGAMMABLE TIMER CLOCK, INDOOR WORK PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION FIXTURE UNITS HOT WATER COLD WATER TRAP REMARKS WC WATER CLOSET 3 - - - 1/2" 3"DRAIN L LAVATORY 1 1/2" 1/2" 1 1/4" SH SHOWER 2 1/2" 1/2" 1-1/2" W/ANTI-SCALD VALVE T BATHTUB 2 1/2" 1/2" 1-1/2" W/ANTI-SCALD VALVE W WHIRLPOOL 2 3/4" 3/4" 2" W/ANTI-SCALD VALVE SK KITCHEN SINK 2 1/2" 1/2" 1 1/2" WM WASHER MACHINE 2 1/2" 1/2" 31, PROVIDE WM BOX W/(2) 1/2" HB & 2" DRAIN REF REFRIGERATOR 1/2" PROVIDE BACKFLOW DEVIC & FILTER IN LINE BD BIDET 2 1/2" 1/2 2" HB HOSE BIBB 1/2" PROVIDE SOV & VAC. BREAKER DW DISHWASHER 2 1/2" 1 1/2" PROVIDE AINDIBREAKTWASTE W/ ANNOTE ALL FIXTURE SHALL BE TO COMPLY WITH MIAMI DADE COUNTY CODE SECTION 8-31 1) FIXTURES TO COMPLY WITH REFERENCE STANDARDS AS PER FBC 2014 PLUMBING SEC. 406 THROUGH 421. 2) RESIDENCIAL FIXTURES SHALL COMPLY WITH 2O14 FBC Section P2701. 3) ANTI -SCALD VALVE: ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL BE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE,THERMOSTSTIC MIXING OR COMBINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 110` F. 4) ALL DRAINS 3"0 OR ABOVE SHOULD HAVE 1/8" SLOPE & BELOW 3"0 SHOULD HAVE 1/4" SLOPE. 5) ICE MAKERS, REFRIGERATORS & DRINKING FOUNTAINS TO BE IN LINE BACKFLOW DEVICE & FILTER. 6) DISHWASHING MACHINES SHALL CONFORM TO ASSE 1004 AND NSF3. WATER SUPPLY SHALL BE PROTECTED WITH AN BACKFLOW DEVICE AND PROVIDE INDIRECT WASTE W/AN AIR BREAK. PLUMBING LEGEND SYMBOLS AND ABBREVIATIONS - - - - - - V VENT TRAP G GAS X HOSE HIBB ISO. �S. CW RESEAL ISO. SD STORM DRAIN ROUND FD ISO. CW COLD WATER S WASTE � SQUARE FD ISO. --------- HW HOT WATER ♦ TOILET ISO. HWR HOT WATER RECIRCULATION I I soot SHUT-OFF VALVE I V VTR ISO. HD-5 CO CLEANOUT PLUG J �I CAP r WCO WALL CLEANOUT Al CLEANOUT WHA WATER HAMMER ARRESTOR I FLOOR CLEANOUT f--�-T CV CHECK VALVE GATE VALVE ISO. CBI- VIV VALVE IN VERTICAL CHECK VALVE ISO. HB HOSE BIBB AND TYPE GAS COCK ISO. C�C> :) RPBP BACKFLOW PREVENTOR WATER METER CAP ISO. GAS METER WATER FIXTURE SUPPLY GM GR GAS REGULATOR I T & P TEMPERATURE AND PRESSURE RELIEF VALVE 1-+-� DN PIPE DOWN -� UP PIPE UP t--�6f--i DP PIPE DROP 111►1Gy.t•I: ,"1 III H- EXTENSION SAME SIZE AS SEWER - EANOUT 2-WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR TWO-WAY CLEANOUT PLUMBING GENERAL NOTES AND SPECIFICATIONS: 1. A. SCOPE OF WORK: THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO- 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS 3. PLUMBING FIXTURES AND TRIM 4. PRESSURE & TEMPERATURE RELIEF AND PAN DRAIN FROM WATER HEATER. 5. PIPING INSULATION 6.SUPPORTS AND HANGERS B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES AND IN COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION", AND "FIRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING 4. WATER -HAMMER ARRESTOS SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2" LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED - FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES 3" OR MORE, SLOPE @ 1/8"/ FT. AND 2" AND UNDER, SLOPE @ 1/4-/FT. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. WALL CLEAN OUT SHALL NOT BE SEEN FROM ANY LIVING SPACE ROOMS, THEY MUST BE LOCATED UNDER SINKS, LAVATORIES & CABINETS. 9. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD. 10. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES FITTINGS SHALL BE IN ACCORDANCE WITH TABLE 604.4 F.B_C. 11. CONTRACTOR SHALL COORDINATE WITH OWNER AMOUNT & LOCATION OF HOSE BIBBS PRIOR TO INSTALLATION. 12.PIPING A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR MASONRY WALLS, CAULK OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. D. LOCATION OF FULL -OPEN VALVES. AS PER FPC 606.1 F. LOCATION OF SHUTOFF VALVES. AS PER FPC 606.2 G. SANITARY WASTE, VENTS & STORM DRAIN SHALL BE APROVED PVC SCHEDULE 40 ACCORDING WITH STANDARD LISTED IN TABLE 702.2, 702.3 OF FBCP, PROVIDE PIPE FITTING ACCORDING WITH PVC FITTING LISTED IN TABLE 702.4 FBCP. H. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "CPVC" SCHEDULE 40 PIPE & FITTINGS. I. DOMESTIC WATER PIPE MATERIAL SHALL CONFORM TO NSF 61 AND SHALL BE CPVC, CONFORM TO THE STANDARDS LISTED TO FBCP TABLE'S 605.3, 605.4, & 605.5 J. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. K. PROVIDE FITTING PIPE CPVC ACCORDING WITH STANDARD TABLE 605.5.5 13.INSPECTIONS AND TESTS A- CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL SYSTEMS SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS. B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH THE WATER TO THE HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE BY AN OWNER REPRESENTATIVE- C. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED LIME TO EACH 1.000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 48 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. D. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. KERDI WATERPROOF MEMBRANE OR EQ. SET IN THINSET Y2" DENSGUARD TILE BACKER EXISTING MTL / FRAMING TILE FINISH KERDI-DRAIN OR EQ. KERDI WATERPROOF - MEMBRANE OR EQ. SET IN THINSET SLOPED MORTAR BED Yr SLOPE MIN. IV IV III TYPICAL SHOWER PAN DETAIL SCALE: 1 1/2" = V-0" LINER SHALL COMPLY WIHT FBC PUMBING 417.5.2 Y2" DENSGUARD TILE BACKER P.T. 2x CURB EXISTING FLOOR FINISH GRADE EXTENSION SAME SIZE AS SEWER - 2-WAY CLEANOUT NOTE: PIPE AND FITTING SHALL BE OF THE SAME MATERIAL AS SEWER IT SERVES. EXTERIOR TWO-WAY CLEANOUT N.T.S. WOOD DECK. TOP BEAM C-CLAMP ALL -THREAD ROD. IF STEEL LENGTH AS REQ'D FOR PIPE SLOPES BAR JOIST. PROVIDE COPPER OR NON-METALLIC ADJUSTABLE COATING WHERE BAND HANGEF HANGERS CONTACI FOR PIPING BARE COPPER PIPE FOUR INCH OR LESS. i CLEVIS HANGER FOR PIPE OVER FOUR INCH. DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12'; 3`11'; 2-1/2`10'; 2"_9% 1-1/2=8; 1-1/4"=7% 1"=6'; 3{4"=6'; 1/2"=5'. CAST IRON: 10' & ONE NEAR ALL JOINTS. STEEL: 4`14'; 3'=12'; 2-1/2"=11'; 2"=10'; 1-1/2"-9'; 1"=7'; 3/4"=6'; 1/2"=5. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS & TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQ'D. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMEN CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE HANGERS DETAIL N.T.S. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ADS PLASTIC PLUG: TAPERED -THREAD WITH TEE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED M. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL N.T.S. RM=1 L e ■engineering inc Gables International Plaza 2655 Le Jeune Road, Suite 1109 Engineering Design'. Si E Coral Gables, Florida 33134 > Mechanical > Eleemcal Phone > 305 444 9809 > Plumbing > Fire Protection Date Fax > 305 444 9827 www.arpe-eng. corn K 16-031 Rodriguez, Number 602 C.A. 26359 L LI N , 00 Z J 0, in N H Q J LL 140 ,O I^_ LL% Q Q O Q U -0 O ¢,Cf) Q a � w N N O W O .`Cp U Ow- N LL1 Q -d raj ch N H (� V O O� ^^ Architect's the author and owner of all drawir,igs and specifications end other documents, including those in electronic form, prepared by the Architect and the Arctieect's consultant and the Architect shall retain all common law, statutory and ofherreseried rights, including copy rights for this project. The owner and/or others shall not use the Architect's drawings and specifications on other projects. w U z w 0 C/I UJ Z ( V z w X w Y U w J OEL \ ' Y w 0 Q >- 0< 0 W0 z_ J 0� x0 LU 0 y lJL m w 0 M0 h O _ C> ZF Q Q - I -- ---- 1 I � Y y - r CZ < < < < Q coy LL Q M c� 0 a� _ 0 O -0 C (D +- ) C U N a) 3 H 2 L -0 N -0 U a sheet no. J P2.0 3OF3 • 6 0.0.10 0600, �••� Y •u a i •.•• • •u•as e m m• lee cj/too 0 DE RMPLAN IREVIEW _� g 1Yy p • _ / wo 1 �Y DEPARTMEN"E` Or ENViRONMENTAL SOURCES MAC-&IEN'I' F TVIEWERiPRINI 11 ^^ I \TURE L ATF V AUG W 7761Y�S FC 1 `{6 f IhAVh��NVV01� 0001125252 DovKuulj � PRIORITY PERMIT � EcveoIroxs, uc Lori Norris 305-992.776 lori L@orio.noa,mmmm gvooN •8aawro oa• RC 16-146I