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EL-13-226
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT AP] Permit Type: Electrical JOB ADDRESS: ,A FB C 20 APR 18 2014 Permit No. ,-4� _/ /3 — 226 Master Permit"lo.'L c'— I " ZZ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Tit holder):` Address: City: 'V pale'� State: Tenant/Lessee Name: Email: NO �X_ Flood Zone: CONTRACTOR: Company Name: r "CA ''YC_ Phone#: i Address: --2:5 I 0 ' City: KI ksl&mState: Zip: 31 L4 S Qualifier Name: Cy �— V0 C"'t LAI - Phone#: State Certification or Registration #: kz2C� 17302.451 � :� Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: �'ti_ U ��'Y1-1� Phone#: Value of Work for this Permit: $ SC(D Square/Linear Footage of Work: Type of Work: ❑Address \ ❑Alterationlew ❑Repair/Replace emolition Description of Work: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $—I REMODELING TO MR. YZQUIERDO RESIDENCE MIAMI SHORES, FLORIDA INDEX OF DRAWINGS C-0 COVER SHEET SP -1 SITE PLAN A-1 EXISTING CONDITIONS/ DEMOLITION PLAN A-2 FLOOR PLAN A-3 FOUNDATION PLAN D-1 WALL SECTION D-2 GENERAL DETAILS D-3 GENERAL NOTES E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN P-1 PLUMBING PLAN 0 ARCHITECT ORESTES LOPEZ-RECIO AROW9350 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE: (305) 608-8887 3 I I It LEGAL DESCRIPTION: Lot 3, Block 2, of BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 55, Page 83,of the Public Records of Miami -Dade County, Florida PROPERTYADDRESS: 1351 N.E. 101 Street Miami Shores, FL 331783 PROPERTY FOLIO NUMBER: 11-3205-023-0080 LOT 5, BLOCK LOT 4, BLOCK CN=01.2ro' C,145 = 581',414 "LU SITE PLAN 1/8"=1'-0 FOR REFERENCE NORTH ARCHITECT SCOPE OF WORK 1. NEW INTERIOR REMODELING. 2. NEW A/C UNIT REPLACING EXISTING A/C UNIT. 3. NEW ELECTRICAL WORK ALL AREAS. 4. NEW IMPACT WINDOWS AND EXTERIOR DOORS. 5. NEW PLUMBING WORK. 6. EXISTING ROOF TO REMAIN. 7. ALL NEW WORK WITHIN EXISTING WALLS. NO ADDITION THIS PERMIT. LEGAL DESCRIPTION: Lot 3, Block 2, of BAY PARK ESTATES, according to the Plat thereof, as recorded in Plat Book 55, Page 83,of the Public Records of Miami -Dade County, Florida PROPERTYADDRESS: 1351 N.E. 101 Street Miami Shores, FL 331783 PROPERTY FOLIO NUMBER: 11-3205-023-0080 LOT 5, BLOCK LOT 4, BLOCK CN=01.2ro' C,145 = 581',414 "LU SITE PLAN 1/8"=1'-0 FOR REFERENCE NORTH ARCHITECT ORESTES LOPEZ-REGIO AR000 M 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (30S) 608-8887 OWNER w V W co M /' ) r co 'vt ' LL1 W Q O L.L K C9 _z0 O J Uj Q C:)LL 2 W LJJ z� O LOU) M r � C N � ry G REWSIONS: SEAL DATE JANUARY 21, 2013 SCALE: AS SHOWN DRAWN WAC. JOB NO. B-10000 P- 1 SHEET NO.: OF DEMOLITION WALL LEGEND. EXISTING BUILDING ELEMENTS TO REMAIN. EXISTING BUILDING ELEMENTS TO BE REMOVED. SCOPE OF WORK INTERIOR DEMOLITION OF AREAS SHOWN IN PLAN. REMOVAL OF ALL EXISTING ELECTRICAL OUTLETS, SWITCHES AND LIGHT FIXTURES IN THE PATH OF CONSTRUCTION. ELECTRICAL CONTRACTOR TO PULL WIRES TO POINT OF ORIGIN. ELECTRICAL CONTRACTOR TO PULL PERMIT. REMOVAL OF EXISTING WINDOWS, DOORS, INTERIOR PARTITIONS AS PER PLAN, PORTION OF EXISTING CBS WALLS AND FINISHES. INSTALL NEW WINDOWS, DOORS, ELECTRICAL, MECHANICAL AND PLUMBING AS PER PLAN. NEW INTERIOR LAYOUT AS PER PLAN. WORKS EXCEED 50% OF EXISTING. 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. ALL INTERIOR WALLS AND PORTION OF WALLS BEING REMOVED ARE NON LOAD BEARING WALLS. DEMOLITION LEGEND: 1. REMOVE EXISTING C.U. AND REFRIGERATION LINES. PULL ELECTRICAL TO POINT OF ORIGIN 2. REMOVE EXISTING A.H.U. AND REFRIGERATION LINES. PULL ELECTRICAL TO POINT OF ORIGIN 3. REMOVE PORTION OF EXISTING C.B.S. WALL AS SHOWN. 4 EXISTING ROOF ABOVE TO REMAIN. 5. REMOVE EXISTING G.W.B ON EXTERIOR WALL. REMOVE EXISTING DAMAGED FURRING STRIPS AND INSULATION. 6. REMOVE EXISTING KITCHEN UPPER AND LOWER CABINETS. REMOVE ALL ELECTRICAL OUTLETS, AND SWITCHES; PULL WIRES TO POINT OF ORIGIN. 7. REMOVE EXISTING APPLIANCES AND CONNECTIONS. 8. REMOVE EXISTING KITCHEN SINK. EXISTING PLUMBING CAP -OFF EXISTING WATER AND SEWER BELOW SLAB AND ABANDON. 9. REMOVE EXISTING STORAGE CLOSETS AND SHELVING. 10. REMOVE EXISTING ELECTRICAL PANEL. PULL WIRES TO POINT OF SERVICE. 11. REMOVE EXISTING G.W.B. WALLS AS SHOWN. REMOVE ALL ELECTRICAL OUTLETS, AND SWITCHES IN THE PATH OF CONSTRUCTION; PULL WIRES TO POINT OF ORIGIN. 12. REMOVE EXISTING DOOR AND FRAME. 13. REMOVE EXISTING BATHROOM FINISHES IN FLOOR AND WALLS. 14. REMOVE EXISTING BATHROOM FIXTURES. CAP -OFF EXISTING PLUMBING (WATER AND SEWER) BELOW SLAB/INSIDE WALL AND ABANDON; REMOVE ALL ELECTRICAL OUTLETS, AND SWITCHES IN THE PATH OF CONSTRUCTION; PULL WIRES TO POINT OF ORIGIN. 15. REMOVE EXISTING WINDOWS AS PER PLAN, 16. REMOVE EXISTING PLANTERS. 17. REMOVE EXISTING CONCRETE STEPS. 18. REMOVE ALL EXISTING G.W.B. CEILING AND FLOORING MATERIALS ALL AREAS OF EXISTING HOME. 19. REMOVE EXISTING STEEL COLUMNS AS SHOWN. 1 J ZP 16 I c12IT I I 0 EXISTING 1 = _ IT 0 I II W.I.C. L_ IL F] O I � I 14 O I � � � I EXISTING 11117 -m 14 L-- J I 1 1 1 BEDROO #2 III 15 III 11 1 1 1 15 III EXISTING I I I 11 — — — I ABATH 13 1 I� J 4 III LL, 11 la 5 O LOQ I II III 11 ! IL O III ISTING I II III 0 I I 12 s 15 I 14 A 13 III / II r—_-1 1 11 la O I I I O OIL--� L-- r� --------- --� ' --- ----------=,T----I 10 12 - ��u----�--- O e 11 1 � c� I I 12/ III I I EXISTING I I 111 BEDROOM #1 1, r-- -------� II 4 ► 11 ! I II EXIS G 1 II / I I 1 I la 11 I I I I BEDRO M #3 15 I I 0 I L__ —J I 11 II II 1111 _===== == L---- --- -- --------------- _ ------------------- --I F---------- — 1f-----III1 0 15 1 I FF -711 F_ — —I la 1 II 4 18 j 0 EXISTING FAMILY � IZ � II Im I I J LL 12 12 II EXISTING GARAGE F- ------- IN O 14 II 3 1 II II II I ISTING I u OI II I I � II I— 71 EXISTING II I TH IO W.I.C. . I. C. 11 I L J 13 14 O I I LL I I II II I1 I Il I I � II 10 I O II L_J 12 — — — — — — — — — — ----- I T7 C=-----_ L 11 L� ;- � I I I I 18 la 0 1 00EXISTING I III —Ii 0 KITCHEN ( ui III I III I I EXISTING IIII 1 0 I DINING I, I I ID O I i IIII 7 I I 1 1 1---�� ------------------� I I[I 19 11 Oil I IIII I III la TF- 4 II I I I 12 \ 0 EXISTING i u 5 BEDROOM #4 OIL= III IIII EXIS G III IIII ENTRY I Il 15 15 � II I 11 16 II 0 II 16 II EXISTING CONDITIONS / DEMOLITION FLOOR PLAN SCALE: 1/4" =1'-0" ' 15 I II q. III II �la SII EXISTING LIVING I " I II III I II n I I 15 I -- - --_--- r7i I I N 2'-(0' 2'-6' 10 OLR ARCHITECT ORESM LOPEZ-REC10 AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE: (305) 608-8887 OWNER W Z W 00 U) M CIO W wQ O z U)O -� O O LL' 0 0 T_( O Ljj W 0 z� wW O L0U) D Q N G REVISIONS: SEAL: J 2f 12 DATE : JANUARY 21, 2013 SCALE: AS SHOWN DRAWN : WAC. JOB NO.: 13-10000 A-1 SHEET NO.: OF FA FWALL LEGEND_ EXISTING BUILDING ELEMENTS TO REMAIN INDICATES NEW 1/2" G.W.B. ON 1X2 PT WOOD FURRING STRIPS 1( O.G WITH R-4.1 INSULATION (SEE ENERGY CALCULATIONS) ON INTERIOR FACE OF EXISTING STRUCTURE. INDICATES NEW 8"x8"xl(o" MASONRY UNITS W/ EXTERIOR STUCCO I IT FINISH 4 1/2" G.W.B. ON 1X2 PT WOOD FURRING STRIPS '@ IC " O.0 WITH R-4.1 INSULATION (SEE ENERGY CALCULATIONS) ON INTERIOR FACE. INDICATES EXISTING WOOD LOAD BEARING WALL TO REMAIN_ - INDICATES NEW 2X4 e Iro"O.C_ WOOD LOAD BEARING WALL WITH 1/2" G.W.B. ON EACH SIDE, INDICATES NEW 2x4 WOOD STUDS PARTITION I(o" O.G. WITH 1/2" DRYWALL FINISH EACH SIDE, AREA TABULATIONS A/C SPACE: 2,408 5Q. FT. COVERED ENTRY: 38 50. FT. GARAGE SPACE: 523 5Q. FT_ GRAND TOTAL 2,99 50. FT. FLOOR PLAN LEGEND: ® REFRIGERATOR SPACE ® DOUBLE SINK © DROP-IN RANGE WITH DOWN DRAFT EXHAUST TO OUTSIDE OF DWELLING. DI51-1W,45HER 3,&" HEIGHT COUNTER 0 OVEN / MICROWAVE COMBO UNIT 0 36" HEIGHT ISLAND AS SHOWN O LINE OF CABINET ABOVE IO UNDER COUNTER WINE COOLER JO WA5NER AND DRYER SPACE KO LAUNDRY SINK 0 ELEC. WATER HEATER AIR HANDLER UNIT #1 ABOVE (HUNG UNIT) NO CONDENSING UNIT #1 OO AIR HANDLER UNIT #2 CONDENSING UNIT #2 ® 2 X ro P.T. WD. GARAGE DOOR JAMB ® 22"X36" ATTIC ACCESS PANEL O CAT 11. SAFETY GLASS SHOWER DOOR O VANITY 0 ELECTRICAL METER 0 ELECTRICAL PANEL 0 EXISTING SCREENED BLOCK VENT. POOL EQUIPMENT AREA 0 +42" PGT. HANDRAIL/GUARDRAIL PICKETS TO REJECT A 4" DIA. SPHERE. FREE-STANDING TUB aO 4"X4"X1/2" STEEL COLUMN 12" NIGH STEEL BEAM ABOVE CEILING. GENERAL NOTES: I. BATHTUB AND SPOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SPALL EXTEND TO A PEIGPT OF NOT LESS THAN io FT ABOVE FLOOR. SECTION 8301.2 OF F.B.G. 2001, 2, IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SPALL NOT REQUIRE TPE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. 5UCP CLEAR OPENING SPALL BE NOT LESS THAN 20" IN WIDTP, AND 24" IN PEIGPT, 5.1 SQ. FT. IN AREA THE BOTTOM OF THE OPENING SPALL NOT BE MORE THAN 44" ABOVE THE FINI5NED FLOOR AND NO PART OF THE OPERATING MECHANISM SPALL BE PLACED NIGHER THAN 54" ABOVE FINISHED FLOOR. 3. ALL HABITABLE ROOMS, BATPROOMS AND OTPER LOCATIONS OF TPE HOUSE, SHALL COMPLY WITH LIGHT, VENTILATION AND PEATING REQUIREMENTS DESCRIBED ON SECTION R303 OF F.B.C. 2001. 4. ALL GLAZING ELEMENTS INSIDE AND/OR OUTSIDE OF CONSTRUCTION NAVE TO BE DETERMINATED AND INSTALLED AS PER SECTION 8308 OF F.B.C. 2001, 5. REFER TO FOUNDATION PLAN FOR CONCRETE FILLED BLOCK CELL LOCATION FOR SIZE AND REINFORCING. 6. TERMITE PROTECTION SPALL BE PROVIDED BY REGISTERED TERMICIDE5, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTPER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCITION. A CERTIFICATE OF COMPLIANCE SPALL BE ISSUED TO TPE BUILDING DEPT. BY TPE LICENSED PEST CONTROL COMPANY TPAT CONTAINS THE FOLLOWING STATEMENT: " THE BLDG HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5U5-TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FL. DPT. OF AGRICULTURE AND CONSUMER SERVICES." (SECTION 8320 F.B.C. 2001.) 1. BASE=MENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SPALL NAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING_ AREAS AND OTHER REQUIREMENTS SHALL COMPLY WITH SECTION 8310 OF F.B.G. 2001. 8. STAIRWAYS, RAMPS, EXTERIOR BALCONIES, PALLWAY5 AND DOOR SPALL COMPLY WITH MEANS OF EGRESS SECTION (8311) OF F.B.C. 2001. 9, INSUL ATION MATERIAL WITPIN ROOF -CEILING ASSEMBLIES SPALL PAVE A FLAT -1E SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. F.B.G. 2001 8316.1 O DOOR SCHEDULE x 4'-0" NGT, DOOR PANEL FRAME ACT. REMARKS NO. W N T MAT. TYPE GLASS MAT. DET. 5) O 3' -a -'-a" I-3/8 ALUM GLASS. FRENCH IMPACT METAL WOOED WEATHER STRIP, TEMP. GL., LEVER HARDWARE IMPACT RESISTANT LU/ 18"W SIDELITE TO MATCH O2 2'-6 ro'-8" 13/8" WOOD RAISED PNL U) WOOD WOOD HARDWARE DDLE AT BATHROOMS ONLY, LEVEL &'-8" 13/8" WOOD RAISED PNL 75 WOOD WOOD HARDWARE SADDLE AT BATHROOMS ONLY, LEVEL ® 2'-(0" &'-8" 13/8" WOOD LOUVERED B.D.C. WOOD WOOD A/C CLOSETONLY, AUTO CLOSER, LEVEL O 2'-0" /0'-8" 1 3/8" WOOD RAISED PNL SCALE AS SHOWN WOOD WOOD H,A4RRERDWADDLE AT BATHROOMS ONLY, LEVEL 6 O 2'-g" -g" 1 3/4" MTL/SC RAISED PNL WOOD WOOD MTL. THRESHOLD, WEATIAER STRIP, 20 MIN. W/ SELF CLOSING DEVICE O 2'-(0" 1'-0" I-3/8" ALUM / GLASS. FRENCH IMPACT METAL WOOD WEATHER STRIP, TEMP. GL., LEVER HARDWARE IMPACT RESISTANT W/ la"W SIDELITE TO MATCH ® 3'-0" 1'-0" I-3/8" CLASS FRENCH IMPACT METAL WOOD WEATHER RESISt STRIP,N W/P 18 W SIDELIRTE HARDWARE C N g O 2'_g" _g" 13/4° ALUM / GLASS. FRENCH METAL WOOD MTL THRESHOLD, WEATHER STRIP, 20 MIN. W/ SELF CLOSING DEVICE 10 2'-G " &'-8" 13/8" WOOD POCKET DR. WOOD WOOD HARDWARE DDLE AT BATHROOMS ONLY, LEVEL 11 1/0'-0" 1'-0" AL /GL SLIDING ALUM. 4 DOOR, 2 TRACK, SAFETY GL. GAT.II 12 16'-0" 1'-0" ALUM_ GARAGE ALUM. OVERHEAD DOOR. EXIST. TO REMAIN * DENOTES DESIGNATED EMERGENCY MEANS OF SCAPE WHEN SHUTTERS HAVE BEEN INSTALLED. NO SHUTTERS THIS DOOR. DOOR MUST BE IMPACT RESISTANT. ** G.C. TO PROVIDE 1" UNDER CUT CLERANCE AT ALL INTERIOR DOORS. NOTES: 1. CONTRACTOR SHALL COORDINATE ALL MASONRY OPENINGS PRIOR TO BLOCK WALL & TIE BEAM ERECTION.. 2. ALL WINDOWS SHALL COMPLY W/ ENERGY CALCULATIONS. 3. ALL FIXED GLASS SHALL BE TEMPERED GLASS. 4. GC SHALL SUBMITT ALL SHOP DRAWINGS FOR CITY OF MIAMI REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ARCHITECT'S/ENGINEER REVIEW APPROVAL REQUIRED PRIOR TO SUBMITTAL. CLASS II SAFELY GLASS SREQUIREMENTS: (WITHSTAND 400 LB / L.F IMPACT TEST.) 1. GLASS PANE -LS ADJACENT TO DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - F.B.C. 2405.2.1(3) & (4). 2. GLASS IN SHOWER ENCLOSURES MUST BE OF CATEGORY IISAFETY GLAZING F.B.0 2405.2.1 (1) & 2411.3.1.3.2. 3. GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING F.B.C. 2411.6.2. 4 GLAZING IN AN INDIVIDUAL FIXED OR OPRABLE PANEL ADJACENT TO DOORS WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSE POSITION AND WHOSE BOTTOM EDGE IS LEc"S THAN 60" ABOVE THE FLOOR OR WALKING SURFACE MUST BE OF CATEGORY II SAFETY GLAZING F.B.C. 2405.2.1(3). ■ 41-O" m ■ M.T. �r ■ +43.ro2 PSF -4-1.32 PSF P O EXISTING GARAGE _ iv ----------------- GARAGE ---- ------ GARAGE VENTS IN GARAGE DOOR FLOOR PLAN ALTERATICON LEVEL 3 CAS PER F.B.G. 2010 - EXISTING BUILDING CODE SECTION 304) FA +3(o.-1 PSF -4011 PSF 3'-(o" i. 16'-2" 0 -0" WIDE x 5'-0" NGT. FIXED GLASS PANE!_ (OBSGURE GLASS) IMPACT. +40.51 PSP -44.20 PSF �t +43.02 PSF - 4-1.32 PSF 2'-0" WIDE x 3'-0" NGT. FIXED GLASS PANEL (OBSCURE GLASS) IMPACT. ■ b- +43.ro2 PSF -41.32 PSF ■ M.T. Su ■ 0 ■ ■ 0-09 3'-0" 8' 0 'U ■ co M.T. 11'-0" NEW MASTER BATH �n '-4 4" 1'- " 1' (0',, 3'-3 4'-1" ° o 3'-0" io MIRROR 3�,�" i 'I - �I� NEW NEW 0 i� � BEDROOM #2 KITCHEN 0 4'-9" Sul I I I I I I 1110 b F i- 0 O 41-111 S" - -t- At i 0 �J u \M.T. ATCH 9'-O' 0 x 4'-0" NGT, 0 0 PANEL �n ACT. o O 0 i 0 -45.35 PS Z 3040 GAS 0 -0" WIDE x 5'-0" NGT. FIXED GLASS PANE!_ (OBSGURE GLASS) IMPACT. +40.51 PSP -44.20 PSF �t +43.02 PSF - 4-1.32 PSF 2'-0" WIDE x 3'-0" NGT. FIXED GLASS PANEL (OBSCURE GLASS) IMPACT. ■ b- +43.ro2 PSF -41.32 PSF ■ M.T. Su ■ 0 ■ ■ 0-09 3'-0" 8' 0 'U ■ co M.T. 11'-0" NEW MASTER BATH �n '-4 4" 1'- " 1' (0',, 3'-3 4'-1" ° o 3'-0" io MIRROR 3�,�" i 'I - �I� NEW NEW 0 i� � BEDROOM #2 KITCHEN 0 4'-9" Sul I I I I I I 1110 b F i- 0 O 41-111 S" - -t- At i 0 �J u \M.T. ATCH 9'-O' 0 x 4'-0" NGT, 0 0 PANEL �n ACT. o O 0 NEW I LIVING I I I I i MIRROR 01 2 BAT = ° 12'-0" WIDE x 4'-0" NGT. FIXED GLASS PANEL IMPACT. +39.1 PSF -42.0-1 PSF 8'-2" SCALE: 1/4" =1'-0" 3(o'-2' +43,02 PSF - 4-1.32 PSF M.T. ■ u O EXISTING ENTRY 8 NEW DINING 23'-0' NEW ?R BEDROOM �F- _ - 4" 3'-8" 14, I 13'-4" I 8 +43.1 PSF -416.8 P F 3040 GAS MENT (EGRE S) IMPA T. 5'-0" WIDE x 4'-0" NGT, FIXED GLASS PANEL IM ACT. +41.0 (o PS ui -45.35 PS Z 3040 GAS MENT (EGRE 5) IMPACT. +43.1 PSF r� V J cy) -47.8 P F d W Q Z 0 c� 0 12'-0" WIDE x (o'-0" NGT FIXED GLASS PANEL IMPACT. +38.02 PSF -41.12 PSF NEW a ' BEDROOM #3r 3 ■ 9'-0" WIDE x 5'-0" NGT. FIXED GLASS PANEL IMPACT. ■D. 4 +39.30 PSF - 45.8 PSF ■ 6040 CASEMENT (EGRESS) IMPACT. +41.1 PSF - 44.8 PSF ' ARCHITECT ORES'TES LOPEZ-REGIO AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEMOND 0 608-8887 OWNER ui Z W cy) r� V J cy) d W Q Z 0 (/)0 _J LL 0 U) W zo 75 G REVISIONS: ID 05.mb.13 B.D.C. SEAL DATE JANUARY 21, 2013 SCALE AS SHOWN DRAWN WAC. JOB NO. 13-10000 1 l�� SHEET NO.� OF GENERAL NOTES 1) ALL POURED IN PLACE CONCRETE FILL CELLS TO BE 3000 PSI AT 28 DAYS MIN. 2) ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI -301-05) $ "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" CACI 318-05). 3) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER 4) FOOTING SIZES AND REINFORCEMENTS BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF. TAKEN FROM "SOIL REPORT" MADE FOR ...................... I ... I ..... ................. DATED ON ............................................ COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER WITH A MINIMUM OF 3 OVERLAPPING PASSES. 5) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D-1557 AT OPTIMUM MOISTURE CONTENT. ro) PRIOR TO CONSTRUCTION PROVIDE TERMITE PROTECTION TREATMENT TO SOIL IN ACGORDANGE WITH "NATIONAL PEST CONTROL ASSOCIATION" STANDARDS. 1) PROVIDE CLEANOUTS OPENING AT THE BOTTOM OF REINFORCED MASONRY CELLS THAT ARE BEING FILLED TO ENSURE THAT THE CELL IS FILLED. PROVIDE WEEP HOLES AT 1/3 AND 2/3 OF SPAN. 8) THE SUBSURFACE SOIL PROFILE& AT THIS PROJECT SITE SHALL BE IMPROVED BY PROPERLY PROGRAMMED APPLICATIONS OF DYNAMIC PRE -COMPRESSION TREATMENT OR A SIMILAR ACCEPTABLE TECHNIQUE, TO BE IMPLEMENTED UNDER THE DIRECTION OF A QUALIFIED GEOTECHNICAL EN(---INEER, AS TO ACHIEVE THE REQUIRED DEGREE OF IMPROVEMENT AND DESIGN SOIL BEARING CAPACITY. 9) THE GEOTECHNICAL ENGINEER RESPONSIBLE FOR THE GROUND IMPROVEMENT APPLICATIONS SHALL ISSUE A PROFESSIONAL CERTIFICATION FOR EACH INDIVIDUAL BUILDING OF THIS PROJECT, ATTESTING TO THE SATISFACTORY FOUNDATION SOIL CONDITIONS AND THE ACHIEVEMENT OF THE DESIGN BEARING VALUE BEFORE CONSTRUCTION IS ALLOWED TO COMMENCE FOR ANY BUILDING. 10) ALL REINF. STEEL SHALL CONFORM TO A.S.T.M. A-015 GRADE 00. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" LAP CONTINUOUS REINFORCING A MIN. OF 30" IN BEAMS 3(o BAR DIAMETERS IN SLABS. HOOK ALL DISCONTINUOUS TOP REINFORCING. PROVIDE AT ALL BEAM CORNERS 2#5 (00" LONG BENT BARE. 11) PROVIDE 2#5 X 48" DIAGONAL BARS AT ALL SLAB CORNERS OF OPENINGS LARGER THAN 15" 12) CLEAR COVER FOR REINFORCING SHALL BE: FOOTINGS : 3" SLABS: 3/4" BEAMS/COLUMNS : 1 1/2" FORMED FACES IN CONTACT WITH EARTH : 2" UNFORMED FACES : 3" 13) STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. STEEL CONSTRUCTION MANUAL AND SHALL CONFORM WITH THE LATEST A.S.T.M. SPECIFICATIONS. BOLTS SHALL CONFORM TO A.S.T.M. A325, ANCHOR BOLTS SHALL CONFORM TO TO A.&.T.M. A30-1. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 14) CONTRACTOR SHALL SUBMIT 1 BLUEPRINT AND 1 REPRODUCIBLE SET OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS. 15) CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. 1() CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY ARCHITECT. WORK CANNOT PROCEED UNTIL ARCHITECT GIVES HIS WRITTEN AUTHORIZATION TO DO SO. 11) THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTIONS. 18) CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 19) USE CONCRETE MASONRY UNITS CONFORMING TO A.S.T.M. C90: DESIGN F'm =1900 P.S_I. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ONE GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION. 20) GROUT USED IN THE WORK SHALL CONFORM TO ASTM C4-16 WITH A SLUMP MIX OF S" TO 11" PROVIDE CLEANOUTS AND INSPECTION HOLES AT FILLED CELLS AT BOTTOM COURSE. ALL MORTAR SHALL CONFORM WITH ASTM 0210. 21) POUR GROUT IN LIFTS NOT TO EXCEED 8'. 22) GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. GROUT SLUMP REQUIRED - - - -- V TO llu PROVIDE CLEANOUT& HOLES AT TOP, MIDDLE AND BOTTOM OF FILLED CEL 1 . 23) THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT THE PRESSURE DUE TO THE COMBINED DEAD LOAD, LIVE LOAD, AND WIND LOADS (ECCENTRIC OR OTHERWISE) DOES NOT EXCEED AN ALLOWABLE SOIL BEARING VALUE (3000 PSF). 24) THIS ENGINEERED MASONRY SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH A.G.I. 530.1-05 AND 530-05, A.S.C.E. 5-05 AND o-05, T.M.S. 402-05 AND ro02-05 AND THE LATEST FBC 2010 EDITION 4 2009 SUPPLEMENT.-f'm=1,500 PSI. 25) ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF RECORD. 2G) ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE No. 2 OR BETTER, MINIMUM BENDING STRESS, Fb = 1,200 PSI. YOUNG'S MODULE, E =1,500,000 PSI. STRUCTURAL DESIGN CRITERIA 1) ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. APPLIGA51-E CODES: A: FLORIDA BUILDING CODE 2010 EDITION S 2009 SUPPLEMENT. B: A.G.I. 318-05 REINFORCED CONCRETE C: REINFORCED MASONRY BY A.G.I. 530.1-05 AND THE MASONRY DESIGNERS GUIDE BY A.G.I., T.M.S., A.S.G.E. D: WIND ANALYSIS AND DESIGN PER A.S.C.E.1-05. 2) WIND LOAD CRITERIA: BASED ON ANSI/ASCE 1-10, BASIC WIND VELOCITY 176 MPH, OCCUPANCY CATEGORY II EXPOSURE "C". IMPORTANCE FACTOR 1.0, ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = *--0.18 3) WIND NET UPLIFTS: ARE AS INDICATED ON PLANS 4) ROOF DESIGN LOADS: DEAD LOADS:........... 25 PSF LIVE LOADS; - 30 PSF REINFORCING STEEL fy = 60,000 P.S.I. fe = 24,000 P.S.I. E5 = 29,000,000 P.S.I. Em = 1,350,000 P.S.I. N = Es/Em = 21.48 ALL BLOCK 8" A.S.T.M. G-90 HOLLOW UNIT MASONRY DESIGN f'm = 1,500 P.S.I. GROUT SHALL COMPLY WITH A.S.T.M. C416, 28 DAYS MIN. COMP. STRENGTH = 3,000 P.S.I. GROUT SLUMP REQUIRED ----- 8" TO 11' PROVIDE CLEANOUT HOLES AT TOP, MIDDLE AND BOTTOM OF FILLED CELL. MORTAR SHALL COMPLY WITH 4.5.T,M. 2-10 MORTAR SLUMP REQUIRED ----- 5" TO 8" TYPE AS PER F.B.G. 2010 EDITION CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4" VIBRATOR FOOTING SCHEDULE ORFSM LOPEZ-REGIO AR000 M 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TOP / BOTTOM OWNER Lli :f -L RE INFORGEMENT Q ~ w O 1L p z IL w co (y) REMARKS cy) W F w( Lu p A B G 0 MF -8 A a' DONT. S' 1#5 - _ MONOLITHIC FOOTING r ISOLATED FOOT ING.(REINF. F-1 B 42' 42" lo' (4) S (4) is _ EACH WAY BOTTOM) A A 8 TYPE -A TYPE -B COLUMN SCHEDULE SCALE: AS SHOWN DRAWN: WAC. JOB NO. 13-10000 A-3 O RE INFORCEMENT OF ?� `n w REMARKS � L O VERTICAL HORIZONTAL u ►- o FOR FILLED CELLS LOCATIONS SEE FC A - is. - FOUNDATION PLAN. (48" MAX. SPACING. UNLESS OTHERWISE NOTED.) FOR FILLED CELLS LOCATIONS SEE FC -1 A - I *1. - FOUNDATION PLAN. (48" MAX. SPACING. UNLESS OTHERWISE NOTED.) C-1 B 5"x12" 4 "5. 03 12' o.c. CONCRETE TIE COLUMN. G-2 C VX24" 6 *5. '13 12" o.c. CONCRETE TIE COLUMN. 5C-1 D 4"X4"X1/2" GONG. FILLED STEEL COLUMN. ■ � D TYPE -A TYPE -B TYPE -C TYPE -D NEW 3/4" PLYWOOD DIAPHRAGM w/ 10d NAILS e 6" oz. a INT. SUPPORTS AND 4" o.c_ AT PANEL EDGES, EDCxE BLOCKING 2" NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFG-01 (TYPICAL). PROVIDE 2"x8" LATERAL WOOD BRACING — NAILED TO EACH JOIST MAXA'-0" 51 -ACING, W/ (2) Irod NAILS EACH MEMBER NEW 2X8 WOOD JOIST 0 16 "o.c. ---------- NEW CONG. PAD I I Fc ■ I I I I I I I NEW 4X4 PT WOOD I POST (TYP) ■I I I I I I USP JU5210 HANGER W/ (4) 16d NAILS TO JOIST AND (8) 101D NAILS TO WOOD LEDGER (TYPICAL AT EACH JOIST). I I 0 WALL LEGEND: EXISTING BUILDING ELEMENTS TO REMAIN INDICATES NEW 8"x8"xl6" MASONRY UNITS W/ EXTERIOR STUCCO FINISH. (2) 2X8 PT WOOD LEDGER ATTACH TO EXIST. WALL WITH 03/4" WEDGE BOLTS, 51/2" MIN. EMBEDMENT IN GROUT FILLED CELL a 12" O.C. IN CENTER OF ,LEDGER (TYP) INDICATES EXISTING WOOD LOAD BEARING WALL TO REMAIN - INF -)ICA E5 EMAIN_INDICATES NEW 2X4 Q 16"O.C. WOOD LOAD BEARING WALL. ■ INDICATES NEW "FC" - (SEE COLUMN SCHEDULE FOR REINF.) UNLESS OTHERWISE NOTED. LI -- — —-I-TC ------ -------- I � I I I I 16'-2" 3'--1" NEW CONIC. PAD FOR EQUIPMENT. — — — — — — — — — — — — ------- ------ ��F ■FC ---------------- IG I I I I I I I I I I I I I I I I I I I I I I ITC I I I I I I I ■ �c I I I I I I I I I I I I I I I II I F] I I I I I I I I I I I I TC I I I I Tc ■ I I I I I I I I l r I I I I I NEW 2X4 WOOD-, I I I I I BEARING WALL I I TO MATCH I =� EXISTING (TYP). I I L I F■ --jFc F-- I EXISTING WOOD FLOOR SYSTEM TO REMAIN I I �;, I ■ IFC I I I I I I IFC m 141 -al I I = I I I I EXIST. WOOD LOAD I I BEARING WALL TO REMAIN -- ---- — --I--—------J (TYPICAL WHERE SHOWN). ---- sT5E]_ BES AeOVE+--o I --------------J 0 I ------------------------� �. J L -I- — F -I ----1 M4TCH II I sL I I I I 4'-1" I EXISTING GONG. SLAB TO REMAIN I I I I I I I I I I I I L-----------------------C2jFc- FC (2) FC -1 - I Ln I � I L -TG - — —— FC— — T — — — — — — — — — 2'-2u 1 12'-0' FOUNDATION /FRAMING PLAN I I I EXIST. IOX1% GONG, NOTE: FOOTING TO REMAIN ALL EXISTING FOOTINGS (TYP). TO REMAIN (TYP). I I I I I FC EXISTING WOOD FLOOR SYSTEM TO REMAIN I I I I loo I I I I I I I I I I I I I I I I I IFC ----- � ■ ■ F—c---- Tc -- -TG-- ■ IG I ------------- I--T-c-------------Tc-I I �— — — — — — — — — — — — — — — — C I I I I1'-9' 2'-O' 2'-6' 8'-10" 21-61 2'-2" 1/411-11-011 /4111'-0„ ARCHITECT ORFSM LOPEZ-REGIO AR000 M 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (34 608-8W OWNER Lli U z W 0 .._ co (y) V) cy) W 1 w( Z O (n -j m o 1L 0 2 w W Z� O err u7 r D m� �5� ' �.A < r REVISIONS: 1� P�5.m6.i3 B.D.G. SFA; DATE JANUARY 21, 2013 SCALE: AS SHOWN DRAWN: WAC. JOB NO. 13-10000 A-3 SHEET NO.: OF i 2X10 WOOD CEILING JOIST NU -WE NVTP4 PLATE ANCHORS J • EA. STUD. wl 8-8d NAILS. ATTACH EA. CEILING JOIST TO TOP OF WOOD WALL NUE VUE NVRT 16 TWISTED STRAP w/(5) 16d NAILS EA END. NOA 08-0326.11 (2) 2"x4" TOP PLATE 2"x4" BLOCKING @ THIRD POINTS ATTACHED w/(2) 16d NAILS EA. END 2"x4" SYP No.2 WOOD STUDS 016"o.c. 1/2"0 x 6" LONG HILTI KWIK NU-vUE NYTP4 PLATE ANGIHORS BOLT III EXPANSION ANCHOR o EA. STUD. w/ S -8d NAILS. BOLTS /WASHERS ®16' o.c. DADE-CO. FL. 03-0130.03 LOCATED AT CENTER OF 2"x4" P.T. SILL PLATE �2"x4" P.T. BASE PLATE EXISTING FOOTING TO REMAIN LOAD BEARING WALL DTL. SCALE: 3/4" =1' -0" 0 ANCHOR ALL EXIST. ROOF JOISTS W/ TWISTED STRAP MTSM20 BY 51MPSON W/ 5-16d NAIL5 TO RAFTER AND -i-1/4' TAPCONS TO EXIST- GONG. BEAM CTYP. AT EACH EXISTING JOIST). -XISTING 2X10 WOOD EILING J015T 4 ROOF :)15T 'a 16' O.G. TO REMAIN -YP). 4X4 TOP PLATE. 4X4 VERT. STUD 'a 24' .C. AS SHOWN. �)E NAIL TOP AND OTTOM W/ I/od. NAILS (2 AGN SIDE). 0 4X4 BOTTOM PLATE. XISTING WOOD sub _GORING TO REMAIN. XISTING 2X10 WOOD JOIST 16" O.G. TO REMAIN TEMPORARY SHORING DETAIL LEGEND: - - - - - INDICATES EXISTING GBS WALLS BELOW TO REMAIN. INDICATES CONCRETE BEAM AT OPENING BELOW, 7INDICATES EXISTING WOOD LOAD BEARING WALL BELOW TO REMAIN. � INDICATES NEW 2X4 16"O.C. WOOD LOAD BEARING WALL BELOW. 0 II II II II Nam 1I/2 II II II II II II II II STEEL BEAM (14'-8' SPAN) P P 111111�111� II II II I EXIST, 2X10 WOOD I I ROOF J015T e 16" O. TO REMAIN. TEMPORARY SHORIN I SEE DETAIL THIS SHEET. I I I II II I NEW (2) 2X10 WOODHEADER BELOW TO MATCH EXIST.(TYP). USE STRAPNU-VUE NVRT-4824"O.C.AROUND BEAM 177 ----------I00 EXIST. 2X8 WOODCEILING J015T e 16" O.G TO REM IN. NEW 2X4 WOOD BEARING WALL BELOW TO MATCEX15TING (TYP).NEW (2) 2X10 WOOD HEADER BELOW TO MATCH EXIST. (TYP). USE STRAP NU-VUE NVRT-48 e 24"O.C. AROUND BEAM <X EXIST. 2X4 WOOD BEARING WALL TO REMAIN (TYP).I EXIST. (2) 2x10 WOOD rl CEILING JOIST � 16" O.0 TO REMAIN. rlSEE EXIST. (2) 2X10 WOOD CEILING JOIST 16" O.0 TO REMAIN. NEW (2) 2X10 WOOD Q HEADER BELOWTO MATCH EXIST.(TYP). USE STRAPNU-VUE NVRT-48 e24"O.C. AROUND BEAM 2x8 WooD EEi coP o v <EXIST. (2) TA L Q CEILING JOIST NEW STEEL BEAM I Q, I 116" O.G TO REMAIN. 5 D TAIL. EXIST. (2) 2X10 WOOD �E16'ING J015T O.0 TO REMAIN. - _ - - - - - - - - - - - - - - - - - - - - I I NEW (3) 2X12 WOOD BEAM BELOW. USE+ w - --- NU-VUE NVRT-48 e _______ - -- D I I E XISTING RIDGE 24"O.C. AROUND BEAM EXISTING RIDGE CEILING J015� WOOD 15TING IDGE I s�a 16" O.0 TO REMAIN- G I I --------------------__—�� I I �Q — — ---— — 7/71I11I��111/� — — EXISTING CONDITIONS ROOF FRAMING PLAN SCALE: 1/4" =1'-0" o ARCHITECT ORESTES LOPEZ-RECIO AF"350 50 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE: (305) 608-8887 OWNER - REVISIONS: DATE JANUARY 2L 2013 SCALE - AS SHOWN U W.A.C. JOB NO. Z ui 0 V / 00 M_ cM W000 W <( Z 0 U) 0 J Lu 0 fn u- X_ (J 7 O ZLo O LLJ ui �.. (y)U) 0 N � REVISIONS: DATE JANUARY 2L 2013 SCALE - AS SHOWN DRAWN : W.A.C. JOB NO. 0-10000 A-4 SHEET NO. OF EXISTING TIE BEAM SEE ARCH PLAN FOR ELEVATION MIN. 6' EMBEDMENT 105 DOWELS EMBEDDED INTO EXISTING TIE BEAM w/ NILTI PY-150 EPDXY SYSTEM w/6" EMBEDMENT PROVIDE 105 VERT REINF FILLED w/ 3000 PSI GROUT EXISTING WALL EXISTING FOOTING 105 DOWELS EMBEDDED INTO EXISTING FOOTING w/ NILTI HIT HY 150 EPDXY SYSTEM w/6' EMBEDMENT NEW FILL CELL DETAIL 2 -*5 DOWEL5 EMBEDDED INTO EXISTING FOOTING w/ NILTI NIT NY 150 EPDXY SYSTEM w/6' EMBEDMENT SCALE: 1/4"= 1'-0" EXISTING TIE BEAM DO NOT CUT SEE ARCH PLAN FOR ELEVATION a . PROVIDE 105 VERT REINF FILLED w/ 3000 PSI GROUT EXISTING 8" CMU WALL MIN. 6' EMBEDMENT NFW CONCRETE COLUMN HEDULE r-Alo i lrqu; rvv i uvk-1 DETAIL SCALE: N.T.S. D -I "x4'x�" CONCRETE FILLED STEEL COLUMN. 3/4" SASE PLATE w/ 4-3/4 D I AM. x S" LONG. POWER STUD ANCHORS 105 DOWELS EMBEDDED INTO EXISTING TIE BEAM w/ HILT[ HY-150 EPDXY SYSTEM w/6' EMBEDMENT 4 d d ° 4 ° Z NEW CONCRETE POURED NEW OPENING WINDOW SILL WITH 1 *5 BAR AS SHOWN. �n !U U 0_ . .. ie EXISTING 8" CMU WALL ° EXISTING FOOTING a� a a° 105 DOWELS EMBEDDED INTO EXISTING FOOTING w/ NILTI HIT HY 150 EPDXY SYSTEM w/6' EMBEDMENT NEW FILL CELL AND SILL [DEETAIL SCALE: 1/4"= 1'-0" FOOTING OUTLINE 4 1 I 1/4' I I C I L---------� PLAN ELEV. 0'-0' \//\//\// I . a a a d Lu CLEAR COMPACTED FILL 2ND POUR CONCRETE. PROVIDE 3' COVER FOR STEEL PLATE SECTION 7 rv.rs. D-1 EXISTING TIE BEAM DO NOT CUT SEE ARCH PLAN _ FOR ELEVATION MIN. 6" EMBEDMENT PROVIDE IS VERT REINF FILLED w/ 3000 PSI GROUT EXISTING S' CMU MIN. 6" EMBEDMENT EXIST. WINDOW/DOOR OPENING ? GAGE CORRUGATE OVETAIL ANCHORS VERY SECOND COURSE ONNECT EACH ANCHOR EXISTING WALL WITH !) 3/16' x 2' TAPCONS X I eT INS MA50NR�- OPEN INS GLOSUR [:)EETAIL SCALE: N.T.S. IS DOWELS EMBEDDED \INTO EXISTING TIE BEAM w/ NILTI HY-150 EPDXY SYSTEM w/6' EMBEDMENT 4 a a 4 ° a ° z I NEW CONCRETE POURED NEW OPENING WINDOW SILL 0 WITH I S BAR AS SHOWN. U EXISTING 8' CMU WALL ° EXISTING FOOTING 1 S DOWELS EMBEDDED INTO EXISTING FOOTING w/ NILTI HIT HY 150 EPDXY SYSTEM w/6' EMBEDMENT NEW COLUMN AND SILL D TAI L SCALE: 1/411= 1'-0" EXIST. 2X WOOD JOIST TO REMAIN. NU-VUE NVRT-48 e 24"O.C. AROUND BEAM 8"x8"xi" STEEL BOX SEAM (A -4(o STEEL) 1/4' i "x10"X2" STEEL PLATE WELDED TO COLUMN (A -4(o STEEL) (o'y4'xf&" CONCRETE FILLED STEEL COLUMN. SECTION a n.rs. D-1 FAI o 0 ORESTES LOPEZ-REGIO AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 330 1' LEVELING \\ GROUT Lu tol Z 0 W 00 muu 0 W O WQ PAD FOOTING, SEE PLAN 4 U) O SCHEDULE SECTION 7 rv.rs. D-1 EXISTING TIE BEAM DO NOT CUT SEE ARCH PLAN _ FOR ELEVATION MIN. 6" EMBEDMENT PROVIDE IS VERT REINF FILLED w/ 3000 PSI GROUT EXISTING S' CMU MIN. 6" EMBEDMENT EXIST. WINDOW/DOOR OPENING ? GAGE CORRUGATE OVETAIL ANCHORS VERY SECOND COURSE ONNECT EACH ANCHOR EXISTING WALL WITH !) 3/16' x 2' TAPCONS X I eT INS MA50NR�- OPEN INS GLOSUR [:)EETAIL SCALE: N.T.S. IS DOWELS EMBEDDED \INTO EXISTING TIE BEAM w/ NILTI HY-150 EPDXY SYSTEM w/6' EMBEDMENT 4 a a 4 ° a ° z I NEW CONCRETE POURED NEW OPENING WINDOW SILL 0 WITH I S BAR AS SHOWN. U EXISTING 8' CMU WALL ° EXISTING FOOTING 1 S DOWELS EMBEDDED INTO EXISTING FOOTING w/ NILTI HIT HY 150 EPDXY SYSTEM w/6' EMBEDMENT NEW COLUMN AND SILL D TAI L SCALE: 1/411= 1'-0" EXIST. 2X WOOD JOIST TO REMAIN. NU-VUE NVRT-48 e 24"O.C. AROUND BEAM 8"x8"xi" STEEL BOX SEAM (A -4(o STEEL) 1/4' i "x10"X2" STEEL PLATE WELDED TO COLUMN (A -4(o STEEL) (o'y4'xf&" CONCRETE FILLED STEEL COLUMN. SECTION a n.rs. D-1 FAI o 0 ORESTES LOPEZ-REGIO AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 330 TELEPHONE: (SOS) 608-8887 0 Lu tol Z 0 W 00 U)M 0 W O WQ (D Z0J U) O NEW WOOD BEAM. USP JUS210 HANGER UJ/ (4) 16c1 NAILS TO JOIST AND (S) 1(oD NAILS TO WOOD BEAM (TYPICAL AT EACH JOIST). 00 0 0 0 NEW USP TND 2102 JOIST HANGER UJ/ (a)#14 SMS SELF TAPPING SCREWS TO STEEL BEAM 4 10 Sc1 NAILS TO 2X12 WOOD BEAM EXISTING 2X8 WOOD ROOF JOIST TO REMAIN. NEW 12 "X24"X3/4" —� PLYWOOD PLATES BOTH SIDES W/ 8d. 1� 4" OC STAGGERED (TYP. Ed. TRUSS) NEW R-30 INSULATION EXISTING 2X8 WOOD CEILI JOIST TO REMAIN. NEW USP TND 2102 JOIST HANGER W/ (8) *14 SMS SELF TAPPING SCREWS TO STEEL BEAM 4 10 Sd NAILS TO TRUSS (TYP. EACH TRUSS BOTH SIDES) NEW STEEL COL. BEYOND EXISTING WOOD FLOOR DECk ON WOOD JOISTS TO REMAIN. EXISTING ROOF AND ROOF DECK TO REMAIN. NEW 8' STEEL BEAM TOP OF NEW STEEL BEAM EL. +9'-6' A.1= NEW R-30 INSULATION (BLOWN TYPE). EXISTING 2X10 WOOD JOIST TO REMAIN. TEMPORARY SNORING. SEE DETAIL SHEET A-4 EXISTING WOOD SUBFLOOR TO REMAIN. EXISTING 2X10 WOOD FLOOR JOIST TO REMAIN. EXISTING GRADE // a ° \/ NEW CONCRETE FTG. 3, _� \� (SEE SHEET A-3 \\/\F% REINFORCEMENT.) TYPICAL SECTION 3/4" = 1'-0" OLR ARCHITECT ORESTES LOPEZ-REGIO AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 330 TELEPHONE: (SOS) 608-8887 OWNER Lu Z W 00 U)M W O WQ (D Z0J U) O w W ©t.t_ W W O LO M REVISIONS A05.06.13 B.U.C. SEAQ I DATE JANUARY 21, 2013 SCALE AS SHOWN DRAWN WAC. JOB NO. 13-10000 D-1 SHEET NO. � OF .099'rd. x 1-1/2" I. 'ATRO" GALV- PNEUMATIC NAILS v S" O.C. SCREEN (WHEN REQUIRED) CAULK HEAD CONC. BEAM 1/2' DRYWALL CAULG I X 4 PRESSURE TREATED WOOD BLOCKING TEMPERED GLASS GONG. LINTEL STUCCO a. .,' x • 1 d' 1 a" .099'rd. x 1-1/2" I. 'ATRO" GALV- PNEUMATIC NAILS v S" O.C. SCREEN (WHEN REQUIRED) CAULK HEAD CONC. BEAM 1/2' DRYWALL CAULG I X 4 PRESSURE TREATED WOOD BLOCKING TEMPERED GLASS GONG. LINTEL STUCCO PERIMETER CAULKING AND BACK BEDDING VINYL IL STRIPPI PERIME t BACK HEAD 51LL : 4 d � I 1 d' TYP. WINDOW ANIS DOOR JAMB/SILL DTLS. r�o�-i i i n i i r-nar.i�R BEAD BARD O 90° CORNER COMPOUND )ARD DRYWALL CORNER BEAD GYPSUM WALL BOARD METAL STUDS 16` O.G. O PARTITION END DETAIL MODIFIED DRYWALL CORNER BEAD 25 GA. METAL GUSSET' ID PLATES I'-0' LONG SPACED )MPOUND 31-0' O.G. TUDS TAPE AND JOINT COMPOUND GYPSUM WALL BOARD METAL STUDS 9 lo" O.G. O 'T' CCI;RNEf;R DETAIL O 450 G0FNEF,' DET,All PARTITION CONNECTION DETAILS sYPSUM WALL BOARD )N METAL STUDS AT 16' O.G. V HIGH WALL BASE SEE FINISH iCHEDULE FOR TYPE 30TTOM RUNNER ATTACHED WITH POWER DRIVEN FASTENERS (HILTI OR EQUAL),w Ib" O.C. O E3A5E DETAIL I PROVIDE MOISTURE RESISTANT WALL BOARD AROUND TUBS AT ALL BATHROOMS. 2 UNLESS OTHERWISE NOTED HEREIN OR ELSEWHERE IN THESE DOCUMENTS. METAL STUDS SHALL BE 25 GA. FOR NON-BEARING METAL STUDS WALL. 3 FOR PARTITION FINISHES. TILE, SPECIAL PAINT, ETC. (REFER TO FINISH SCHEDULE) 4 PARTITION TYPE DESCRIPTIONS ARE NOT TO BE INTERPRETED AS COMPLETE ASSEMBLY INSTRUCTIONS. 5 ALL PENETRATIONS IN FIRE RATED WALL OR PARTITIONS A5SEM5LE5 SHALL MAINTAIN THE INTEGRITY OF THE FIRE RATING. o CONTRACTOR SHALL INSTALL THESE ASSEMBLIES IN ACCORDANCE WITH THE GYPSUM ASSOCIATION, AND PROVIDE FOR A LATERAL LIVE LOAD OF 5 LB- PER SQUARE FOOT AND DEFLECTION OF L/40. SCALE: N.T.S. 1 X 4 PT- WD. BLOCKING 1/2' DRYWALL CAULK .0139' rd. x 1-1/2' 1. 'ATRO" GALV. PNEUMATIC NAILS S' O.C. SNAP IN GLAZING BEAD ( TYPICAL J I X 2 PT. WD. BLOCKING W/.099' rd. x 1-1/2' I. 'ATRO' GALV. PNEUMATIC NAILS m S" O.C. CAULK MARBLE SILL PRECAST. CONT. SILL .,' x • d' e' PERIMETER CAULKING AND BACK BEDDING VINYL IL STRIPPI PERIME t BACK HEAD 51LL : 4 d � I 1 d' TYP. WINDOW ANIS DOOR JAMB/SILL DTLS. r�o�-i i i n i i r-nar.i�R BEAD BARD O 90° CORNER COMPOUND )ARD DRYWALL CORNER BEAD GYPSUM WALL BOARD METAL STUDS 16` O.G. O PARTITION END DETAIL MODIFIED DRYWALL CORNER BEAD 25 GA. METAL GUSSET' ID PLATES I'-0' LONG SPACED )MPOUND 31-0' O.G. TUDS TAPE AND JOINT COMPOUND GYPSUM WALL BOARD METAL STUDS 9 lo" O.G. O 'T' CCI;RNEf;R DETAIL O 450 G0FNEF,' DET,All PARTITION CONNECTION DETAILS sYPSUM WALL BOARD )N METAL STUDS AT 16' O.G. V HIGH WALL BASE SEE FINISH iCHEDULE FOR TYPE 30TTOM RUNNER ATTACHED WITH POWER DRIVEN FASTENERS (HILTI OR EQUAL),w Ib" O.C. O E3A5E DETAIL I PROVIDE MOISTURE RESISTANT WALL BOARD AROUND TUBS AT ALL BATHROOMS. 2 UNLESS OTHERWISE NOTED HEREIN OR ELSEWHERE IN THESE DOCUMENTS. METAL STUDS SHALL BE 25 GA. FOR NON-BEARING METAL STUDS WALL. 3 FOR PARTITION FINISHES. TILE, SPECIAL PAINT, ETC. (REFER TO FINISH SCHEDULE) 4 PARTITION TYPE DESCRIPTIONS ARE NOT TO BE INTERPRETED AS COMPLETE ASSEMBLY INSTRUCTIONS. 5 ALL PENETRATIONS IN FIRE RATED WALL OR PARTITIONS A5SEM5LE5 SHALL MAINTAIN THE INTEGRITY OF THE FIRE RATING. o CONTRACTOR SHALL INSTALL THESE ASSEMBLIES IN ACCORDANCE WITH THE GYPSUM ASSOCIATION, AND PROVIDE FOR A LATERAL LIVE LOAD OF 5 LB- PER SQUARE FOOT AND DEFLECTION OF L/40. SCALE: N.T.S. 1 X 4 PT- WD. BLOCKING 1/2' DRYWALL CAULK .0139' rd. x 1-1/2' 1. 'ATRO" GALV. PNEUMATIC NAILS S' O.C. SNAP IN GLAZING BEAD ( TYPICAL J I X 2 PT. WD. BLOCKING W/.099' rd. x 1-1/2' I. 'ATRO' GALV. PNEUMATIC NAILS m S" O.C. CAULK MARBLE SILL PRECAST. CONT. SILL JAMB I/8" MTL.FURRING ?X4 CONT. UD. BACKING JPPER CABINET (20 GA MIN.) IETAL STUDS 0 16 " O.C. �f 'X4 CONT. JD. BACKING 3,45E CABINET =1NISH FLOOR CABINET/PARTITION REINF. DTL. ( AT KITCHEN) SCALE: N.T.S. I X 4 PT. IUD. BLOCKING IUEATHER5TRIPING .099' rd. x 1-1/2' I. 'ATRO' GALV. PNEUMATIC NAILS a S' O.G- PERIMETER CAULKING AND BACK BEDDING STUCCO WOOD TRUSS BEY('* — R-11 INSULATION AC TO 112" PLYWD..5HT( SCALE: N.T.S. WOOD MOLDING. 1'/2" PLYWD. 5HTG (1) LAYER OF 5/S GYP. BD. ADHERI PLYWOOD SHEAT "J" BEAD AT PER,, TYP. ATTIC ACCESS DTL. PRE-ENG.WOOD TRUSS CEILING. 3-r%` TOP CHANNEL (25 GA.) SECURED TO ° TRUSS UJ/ #10 MTL. 5CREW5 16" O.C. MAX.(TYP.) li " GYPSUM DRYIUALL EA. BADE OF PARTITION 5TUD5.(TYF-.) 3-5/a" MTL. STUDS s 24" O.C. 3 -Na" BOTTOM CHANNEL C25 GAJ SECURED TO SLAB UJ/ 3/lro" RD. X 1-1/2"L. HILTI PINS 24" O.C. MAX-(TYP.) WOOD BASE (TYP.) FINISH FLOOR CONC.SLAB. TYP. PART. WALL SECTION SCALE: N.T.S. > FRAME FRAME SCALE: N.T.S. PRE-ENG.UJOOD TRU55 CEILING, 3-%' TOP CHANNEL (25 GA.) SECURED TO TRU55 W/ "10 MTL. SCREWS 16" O.G. MAX.(TYP.) I� " GYPSUM DRYWALL EA. 521DE OF PARTITION 5TUD5.(TYP.) 3-5ia" MTL. STUDS @ 24" O.C. 3-5/a" BOTTOM CHANNEL (25 GAJ SECURED TO SLAB W/ 3/1(o" RD. X I-1/21. HILTI PINS 24" O.C. MAX.(TYP.) WOOD BASE (TYP.) FINISH FLOOR CONC.51-AB. TYP. PART. WALL SECTION ( AT BATHROOM) SCALE: N.T.S. OLR ARCHITECT ORESTE�S�L�./OPPEZ AR00-RECIO 09350 5895 SW. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (305) 608-8887 OWNER W V Z W 00 m ro co o W WQ y z U)0 0 i J LL 0 '1,- lv w 0 � W L� M 0 Q N � L.L. REVISIONS: SEAL n DATE JANUARY 21, 2013 SCAM: AS SHOWN DRAWN WAC. JOB NO. B-10000 D-2 SHEET NO. � OF x JAMB I/8" MTL.FURRING ?X4 CONT. UD. BACKING JPPER CABINET (20 GA MIN.) IETAL STUDS 0 16 " O.C. �f 'X4 CONT. JD. BACKING 3,45E CABINET =1NISH FLOOR CABINET/PARTITION REINF. DTL. ( AT KITCHEN) SCALE: N.T.S. I X 4 PT. IUD. BLOCKING IUEATHER5TRIPING .099' rd. x 1-1/2' I. 'ATRO' GALV. PNEUMATIC NAILS a S' O.G- PERIMETER CAULKING AND BACK BEDDING STUCCO WOOD TRUSS BEY('* — R-11 INSULATION AC TO 112" PLYWD..5HT( SCALE: N.T.S. WOOD MOLDING. 1'/2" PLYWD. 5HTG (1) LAYER OF 5/S GYP. BD. ADHERI PLYWOOD SHEAT "J" BEAD AT PER,, TYP. ATTIC ACCESS DTL. PRE-ENG.WOOD TRUSS CEILING. 3-r%` TOP CHANNEL (25 GA.) SECURED TO ° TRUSS UJ/ #10 MTL. 5CREW5 16" O.C. MAX.(TYP.) li " GYPSUM DRYIUALL EA. BADE OF PARTITION 5TUD5.(TYF-.) 3-5/a" MTL. STUDS s 24" O.C. 3 -Na" BOTTOM CHANNEL C25 GAJ SECURED TO SLAB UJ/ 3/lro" RD. X 1-1/2"L. HILTI PINS 24" O.C. MAX-(TYP.) WOOD BASE (TYP.) FINISH FLOOR CONC.SLAB. TYP. PART. WALL SECTION SCALE: N.T.S. > FRAME FRAME SCALE: N.T.S. PRE-ENG.UJOOD TRU55 CEILING, 3-%' TOP CHANNEL (25 GA.) SECURED TO TRU55 W/ "10 MTL. SCREWS 16" O.G. MAX.(TYP.) I� " GYPSUM DRYWALL EA. 521DE OF PARTITION 5TUD5.(TYP.) 3-5ia" MTL. STUDS @ 24" O.C. 3-5/a" BOTTOM CHANNEL (25 GAJ SECURED TO SLAB W/ 3/1(o" RD. X I-1/21. HILTI PINS 24" O.C. MAX.(TYP.) WOOD BASE (TYP.) FINISH FLOOR CONC.51-AB. TYP. PART. WALL SECTION ( AT BATHROOM) SCALE: N.T.S. OLR ARCHITECT ORESTE�S�L�./OPPEZ AR00-RECIO 09350 5895 SW. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (305) 608-8887 OWNER W V Z W 00 m ro co o W WQ y z U)0 0 i J LL 0 '1,- lv w 0 � W L� M 0 Q N � L.L. REVISIONS: SEAL n DATE JANUARY 21, 2013 SCAM: AS SHOWN DRAWN WAC. JOB NO. B-10000 D-2 SHEET NO. � OF I I I E PLUMBING NOTES PLUMBING AND MECHANICAL PLANS, ARE PART OF THESE PERMIT PLANS ALL PLUMBING FIXTURES EQUIPMENT SHALL COMPLY W/ FLORIDA BUILDING CODE 2,004 FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SOIL, WASTE, VENT, DOMESTIC WATER HEATERS, PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE DWGS. ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR, IN A FIRST—CLASS WORKMANLIKE MANNER AND MAKE THE COMPLETED SYSTEM FULLY OPERATIVE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY & PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND UNION LABELS WHERE REQUIRED. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL. ALL UNDERGROUND SOIL AND WASTE PIPING SHALL BE SCHEDULE 40 P.V.C. OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHTS CAST IRON FITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM AND PURE VIRGIN LEAD. SOIL, WASTE AND VENT PIPING ABOVE SLAB TO BE SAME AS SPECIFIED FOR BELOW SLAB EXCEPT THAT THE CONTRACTOR MAY AT HIS OPTION USE NO -- HUM PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES. ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING STRUCTURE. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PLATED. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC SCHEDULE 40) WITH TRAPS, INSULATED WITH 1/2" AMAFLEX, AND TERMINAT D 6" ABOVE GRADE OUTSIDE OF THE BUILDING. FURNISH AND INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY, VISUAL INDICATION FLOW. THE HOT WATER LINE SHALL BE FULLY INSULATED WITH 1 INCH AMAFLEX, THROUGH AND BELOW SLAB. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MIN. 12 INCHES OF EARTH COVER, 1 INCH AMAFLEX (HOT WATER ONLY) AND SLEEVED 12 INCH BELOW SLAB TO 12 INCHES ABOVE SLAB. SHOWER HEAD WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 2.5 GALLONS PER MINUTE. TEST ALL WATER PIPING UNDER A 150# HYDROSTATIC TEST FOR A MINIMUM PERIOD OF 2 HOURS. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS & DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF VALVE IN VALVE BOX OUTSIDE BLDG. CONSULT ARCHITECT FOR LOCATION. LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS, AND CEILINGS SHALL BE WATERTIGHT. SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY BUILDING OFFICIAL. CONTRACTOR TO VERIFY AT SITE LOCATION, ALL EXISTING CONDITIONS, ELEVATIONS AND SIZE OF EXISTING MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. PROTECT ALL FIXTURES AGAINST WATER HAMMER W/ APPROVED AIR CHAMBERS OR SHOCK ABSORBERS. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING, AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEANOUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. VENT LINES TO EXTEND 6" MINIMUM ABOVE ROOF AND FLASH WITH LEAD. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT OFF VALVE ON ALL HOSE BIBS. SANITARY PLUMBING PIPING TO HAVE MIN. 1J8" PER FT. PITCH AT ALL HORIZ. RUNS PROVIDE CLEANOUTS AT THE BASE OFF WASTE STACKS. ALL TUBS AND SHOWERS TO BE PROVIDED WITH ANTI—SCALD SHOWER VALVES. ANCHORAGE METAL AND WIRE LATH: PNEUMATICALLY FASTENED W/ "PNEU—FAST" 16 GA. STAPLE SPEC. #101-1 TYPE 1 OR BETTER (HOT DIPPED) SATIN FIN. GALVANIZED COATING, HAVING �A TENSILE STRENGTH OF 130M PSI. FASTENERS SHALL BE MIN. 1 1/2 LONG, SPACED AT 6" O.C. MAX. & SIDE LAPS SHALL BE SECURED & 9' O.C. MAX. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELEC. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. AS PER FLORIDA BUILDING CODE CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE SHALL LOCATE METER AND PANEL AS REQUIRED. CONTRACTOR SHALL VERIFY ALL CONDUCTORS & BREAKERS W/ EQUIP. MFG. SPECIFICATIONS. ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE & TYPE OF PROTECTION DEVICES TO MATCH EQUIPMENT BEING SERVED. LOAD DATA IS BASED ON INFORMATION GIVEN TO ARCHITECT ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIP. & PANEL SIZES PRIG TO ORDERING. ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS, WHERE APPLICABLE. ALL WORK SHALL BE DONE BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE REQ'D. INSURANCE FOR THE PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND REQUIRED ROUTING OF CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS. FURNISH AND INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS SELECTED BY OWNER. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT AND THEIR GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING—IN FOR PROPER POWER AND WIRING CONTROL LAYOUT & INSTALLATION. DISCREPANCIES BETWEEN THE GIVEN & ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN. GROUND—FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N. INSTALL FACILITIES FOR TEMPORARY CONSTRUCTION POWER AS REQUIRED. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT IN WRITING OF ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS SHOWN, SPECIFIED OR IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING W/ WORK. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. CONTRACTOR MAY SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON— SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE DETECTORS SHALL BE PROVIDED W/ VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. COORDINATE RACEWAY INSTALLATION W/ OTHER TRADES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. SECURITY OTES ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED IN ANY MOVABLE DIRECTION. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER W/ 1" THROW FOR 1 3/4" SOLID CORE DOOR. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED LOCK, OPERABLE FROM EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGES. KEY ON KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT W/ HARDENED BOLT OR WITH INSERT. EXT. SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 1 3/4" THICK. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED W/ A VISION SCOPE OR VISION PANEL. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON—EXPOSED SCREWS AND NON—REMOVABLE PINS. SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE SOLID CORE 13/4" THICK AND SHALL BE SECURED WITH A LATCH AND SINGLE BOLT W OHNE INCH MIN. THROW OR A COMBINATION OF DEAD BOLT AND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1 ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY OPERABLE DIRECTION. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS POSITION & SHALL COMPLY W/ THE A.A.M.A 1303-3 STANDARDS FOR FORCED ENTRY RESISTANCE. SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PIN SYSTEM NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. INTERIOR DOORS TO HAVE A CYLINDRICAL TYPE LOCK SETS W/ PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR CLOSING ACCORDING TO FED. SPEC. #160 AND 1511. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/8". GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. AS PER LATEST EDITION OF FLORIDA BUILDING CODE. WORK SHALL INCLUDE ALL ITEMS BUILDING AND SITE) INDICATED ON THESE DRAWINGS UNLESS OTHERWISE NO ED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED; WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS SHALL FOR WINDOWS,DOORS,WOOD TRUSSES,STAIRS & RAILINGS BE SUBMITTED TO THE ARCHITECT FOR GENERAL REVIEW AND DESIGN COMPLIANCE. CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AND SANITARY FACILITIES FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE ON A REGULAR BASIS AND LEAVE THE BUILDING BROOM CLEAN. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THIS TIME SHALL BE REPORTED BY THE CONTRACTOR IMMEDIATELY TO THE ARCHITECT. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT. ALL GLASS WITHIN 12" OF ANY DOOR, FIXED GLASS, SLIDING GLASS DOORS AND ALL GLAZING AT TUB AND SHOWER ENCLOSURES SHALL BE TEMPERED SAFETY GLASS. OMISSIONS FROM THE DRAWINGS OR SPECS. OR THE MISDESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS & SPECS., OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF WORK, BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. ALL WOOD AND/OR STEEL COLUMNS SHALL BE 1 HOUR FIRE RATED . WOOD FURRING IN CONTACT WITH MASONRY MUST BE PRESSURE TREATED 2004 F.B.C. DOORS & WINDOWS CLOSET & BATHROOM DOORS SHALL COMPLY W/ SECTIONS 24-2.4.3 AND 24-2.4.4 NFPA NFPA 24-2.4.3 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. NFPA 24-2.4.4 EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. BUILDING IDENTIFICATION REQUIRED APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND EACH BUILDING, OR PORTION OF BUILDING, HAVING AN ADDRESS NUMBER, THE OWNER OR PERSON IN CHARGE OF THE BUILDING, OR OF EACH PORTION, SHALL CAUSE SUCH ADDRESS NUMBER TO BE DISPLAYED AT ALL TIMES, IN NUMERALS ON OR ADJACENT TO THE BUILDING, OR PORTION, SO THAT THE NUMERALS ARE READABLE FROM THE STREET OR THOROUGHFARE TO WHICH THE NUMBER APPLIES. NUMERALS SHALL BE AT LEAST SIX INCHES IN HEIGHT FOR MULTIFAMILY RESIDENTIAL BUILDINGS..." EIRE G.C. SHALL INSTALL PORTABLE FIRE EXTINGUISHERS DURING THE TIME OF CONSTRUCTION IN COMPLIANCE OF THE FLORIDA FIRE PREVENTION CODE NFPA 1, 2001 EDITION SECTIONS 29-2.7, 29-2.8, 29-2.9 AND 3-9.6. IF COMBUSTIBLE LIQUIDS WILL BE STORED, HANDLED OR USED ON THE CONSTRUCTION SITE THE G.C. SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE NFPA 1, 2001 EDITION SECTIONS 29-2.15.1, 29-2.15.2, 29-2.15.3, 29-2.15.4 AND 29-2.15.5. COMPLY WITH FLORIDA FIRE PREVENTION CODE N.F.P.A. 1 29-2.2 2001 EDITION NON-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS GA AT 24" O.C. MAX. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE. A.F.F. Above Finished EQUIP. Equipment Floor EXIST. Existing ACOUSTIC. Acoustical EXT. Exterior ALUM. Aluminum FB D. Fiber Board ANOD. Anodized FBO. Furnished by Others BD. Board FD. Floor Drain B.O.B. Bottom of Beam FE. Fire Extinguisher CAB. Cabinet FF&E. Furniture, Fixtures CLG. Ceiling & Equipment CLOS. Closet FIN. Finish CLR. Clear FLR. Floor CMU. Concrete Masonry FRP. Fiberglass Reinforced Unit Plastic CNTR. Counter FSE. Food Service Equip. COL. Column F.V. Field Verify CONC. Concrete GA. Gage CONN. Connection GALV. Galvanized CONT. Continuous GC. General Contractor CT. Ceramic Tile GL. Glass DBL. Double GYP.BD. Gypsum Board DN. Down INT. Interior DR. Door HC. Handicap Accessible DTL. Detail H. M. Hollow Metal DWG. Drawing HT. Height DWR. Drawer JST. Joist EA. Each LAM. Laminated EL. Elevation LAV. Lavatory ELEC. Electrical MAN UF. Manufactured ELEV. Elevation EQ. Equal MAX. Maximum RECEPT.. Receptacle MECH. Mechanical REINF. Reinforced MIN. Minimum REQ'D. Required MISC. Miscellaneous RM. Room MLD. Molding R.O. Rough Opening M.O. Masonry Opening R.O.J. Received on Job M.T. Metal Threshold S.C. Solid Core MTD. Mounted S/S Stainless Steel MTL. Metal SCHED. Schedule MUL. Mullion SIM. Similar NIC. Not in Contract STD. Standard NTS. Not to Scale STL. Steel O.C. On Center STRUCT. Structural OD. Outside Diameter SUSP. Suspended OPNG. Opening TEMP. Tempered OPT. Optional TYP. TypicaI PBD. Particle Board VCT. Vinyl Composition PL. Plate Tile PLAM. Plastic Laminate VERT. Vertical PLYWD. Plywood VWC. Vinyl Wall Covering PAL Panel W/ With P.O.S. Point of Sale W/0 Without PR. Pair W.C. Water Closet PREP. Preparation WD. Wood PTD. Painted W.H. Water Heater QT. Quarry Tile WIN. Window RA. Return Air WSCT. Wainscot RAD. Radius WT. Weight RE. Reference WWF. Welded Wire Fabric A313REVATIO S BATHROOMS PLUMBING FIXTURES SHALL BE INSTALLED AND SPACED IN A MANNER TO PERMIT EASY ACCESS FOR CLEANING AND FOR THE INTENDED USE, AND SHALL BE SET WITH THE MINIMUM CLEARANCES AS SETH FORTH IN F.B.C. 2004 PLUMBING CODE . ALL MIRRORS EXCEEDING 9 SQUARE FEET INSTALLED IN VERTICAL WALLS SHALL BE SUPPORTED ON THE BOTTOM AND SHALL BE SECURELY AFFIXED TO THE WALL IN ACCORDANCE WITH THE MFR. SPECS. TOILET ROOMS SHALL COMPLY WITH F.B.C. 2004 ED. FLOORS SHALL BE OF IMPERVIOUS MATERIAL AS PER F.B.C. 2004 PLUMBING CODE . ALL WATER CLOSETS, LAVATORIES, SHOWERHEADS, AND SINKS SHALL COMPLY WITH PLUMBING CODE OF THE F.B.0 2004 EDITION OLR ARCHITECT ORESTO LOPEZ-RECTO AR0009350 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE: (" 608--8887 OWNER- W U Z W 0 00 rr M_ V) M o W wd F_ ct y O�O Z0 J J o� 0 0 U w LJJ O 10�co Q 0 N N. LL 2 REVISIONS SEA; DATE JANUARY 21, 2013 SCALE AS SHOWN DRAWN WAC. JOB NO. 13-10000 D-3 SHEET NO. OF BUS: 200 A TYPE: LOAD CENTER / NEMA 1MAIrj PANEL "A" NE1J7RAL: 200 A SERVICE: IPH, 3W / 5/N VOLTAGE: 120/240 V, IP, 3W MAIN: M 1 .0 MOUNTING: FLUSH AIG: 10,000 AIC MINI HIGH HATS LIGHTING VP VAPOR PROOF O CKT © KEYLESS FIXTURE O/L CEILING MOUNTED FIXTURE 10,5-10 W/SUPPORT FOR FAN 4 LIGHT TRIP TOTAL WIRE DESCRIPTION REMARKS „ REMARKS DESCRIPTION WIRE TOTAL ® TRIP POLECON V.A. 51ZE LL c:) SWITCHA5LE DUPLEX RECEPTACLE BATH GAR5AGE DISPOSAL In SIZE V.A. GOND POLE 60/2 RMXNEW 10,510 6 A.H.U. '"1 IID KW + FAN (NC) 3 I 2 / NEW C.U. #1 (N.C.) 6 9,000 RMX 60/2 SMOKE/CARSON MONOXIDE DETECTOR SD .5-1 SCALE: AS SHOWN 3 4 JOB NO. D-10000 E-1 5 CFM E.. I I NEW A-29 J 60/2 RMX 10,510 6 NEW A.H.U. "2 10 KW +.5-1 FAN (NC) II W.I.C. 5 6 7 8 I /a-2 NEW C.U. "2 (N.C.) 9,000 RMX 60/2 50/2 RMX 6,000 8 RANGE/OVEN // 9 10 II 12 _ II I DRYER 10 5000 RI fX 3ID/2 20/1 RMX 1,200 12 REFRIGERATOR 13 14 WATER NEATER 8 5,500 RMX 40/2 20/I X 1,500 12 SMALL APPLIANCES GPI 15 16 20/1 RMX 1,500 12 SMALL APPLIANCES GPI Il IS WASHER 12 1,200 RMX 20/1 20/1 RMX 1,500 12 SMALL APPLIANCES GPI 15 20 EXHAUST FAN 12 600 RMX 20/I 20/1 RMX O 12 BATH RECEPTACLE GFI 21 22 DISHWASHER 12 1,200 RMX 20/1 15/1 RMX (D 14 GEN. LIGHTING 4 RECEPT. ARC FAULT 23 24 GARBAGE DISPOSAL 12 800 RMX 20/1 15/1 RMX 0 14 GEN. LIGHTING 4 RECEPT. ARC FAULT 25 26 ARC FAULT GEN. LIGHTING t RECEPT. 14 lO RMX 15/1 15/I RMX 14 GEN. LIGHTING 4 RECEPT. ARC FAULT 27 28 ARG FAULT GEN. LIGHTING 4 RECEPT.F164 1 RMX 15/1 15/1 RPfX � 14 GEN. LIGHTING 4 R3=CEPT. ARC FAULT 29 3 ARC FAULT GEN. LIGHTING 4 RECEPT. Q RMX 15/1 15/1 RMX � 14 GEN. LIGHTING 4 RECEPT. ARC FAULT 31 32 ARC FAULT GEN. LIGHTING 4 RECEPT. Q RMX 15/1 20/1 RMX 1,200 12 GARAGE DOOR OPNR. 33 34 DOU5LE OVEN 6,000 Rh IX 40/2 20/1 RMX 1,200 12 WINE COOLER 35 3ro SPACE 37 38 MICROWAVE 12 1,200 RMX 20/1 SPACE 3940 SPACE 41 42 SPADE 14,100 TOTAL TOTAL 21,500 SUB TOTAL LOAD: 35,600 NC ------NOT COUNTED LOAD (D FLOOR AREA= 2,470 S.F.- 3 WATTS 1,410 VERIFY MANUFACTURE SPECIFICATIONS TOTAL LOAD MODEL 'A'= 43,010 ELECTRICAL SYMBOL LEGEND O JUNCTION BOX \ 3 HIGH HATS LIGHTING �O MINI HIGH HATS LIGHTING VP VAPOR PROOF O CEILING MOUNTED FIXTURE © KEYLESS FIXTURE O/L CEILING MOUNTED FIXTURE 10,5-10 W/SUPPORT FOR FAN 4 LIGHT F-0 WALL MOUNTED FIXTURE 0 1'X4' FLUORESCENT FIXTURE GRAND TOTAL = 44.34 KW GFI RECEPTACLE GF I & SINGLE RECEPTACLE ® 2 POLE OUTLET 104 AMPS RECEPTACLE LL c:) SWITCHA5LE DUPLEX RECEPTACLE BATH GAR5AGE DISPOSAL In ELECTRIC PANEL z EXHAUST FAN WP WEATHER PROOF \A-31- SWITCH 3 3WAY SWITCH / TELEPHONE Tv TELEVISION CABLE OUTLET L1= DISCONNECT SWITCH SMOKE/CARSON MONOXIDE DETECTOR SD COM50 (INTERCONNECTED) NOTES: NC NC ELECTRICAL LOAD CALCULATIONS I- SUBTOTAL \ 3 43.00 2- FIRST 10.00 KW a 100% TELEPHONE: (305) 608-8887 10.0 KW 3- REMAINDER 33.00 KW a 40% w 13.20 KW U SUBTOTAL = 23.20 KW 4- 1 AIR CONDITIONING "1 HEATER 10,5-10 10.51 KW 4- 1 AIR CONDITIONING "2 HEATER 10,5710 10.57 KW A-31 GRAND TOTAL = 44.34 KW AMPS 240 SINGLE PHASE 3 WIRE 5 CFM O 44,340 W /240 V = TOTAL LOAD z0U) 104 AMPS 1- PROVIDE ARG -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL BEDROOM ERANCH CIRCUIT RECEPTACLE OUTLETS. 2 -ALL AREAS SPECIFIED IN 210.52 ALL 125 -VOLT 15 AND 20 AMPERS RECEPTACLES SHALL 5E LISTED TAMPER RESISTANT RECEPTACLES, NEC 2008 3-5MOKE DETECTOR SHALL 5E HARDWIRED (110 VOLT TYPE) TO A NON -SWITCHABLE BEDROOM LIGHTING CIRCUIT, WITH BATTERY BACK-UP_ SMOKE DETECTORS TO BE CAR5ON MONOXIDE DETECTORS. 4-50XE5 IN OUTLETS IN CENTER OF: BEDROOMS, FAMILY, GYM AND DEN SHALL BE ABLE TO SUPPORT LAMP HOLDERS AND FANS AS N.E.G 314.21 a t d ELECTRICAL NOTES 1) CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT FOR GOMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2) COMPLY WITH THE N.E.C. AND STANDARD BUILDING CODE. 3) PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. 4) OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5) PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE 5Y OTHER TRADES. 6J PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. 1) COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL FEATURES. SJ CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 9) ALL GABLE SHALL 5E COPPER. 10) ALL MOUNTING HARDWARE SHALL 5E 5Y CONTRACTOR. 11) OUTDOOR UNDERGROUND CONDUITS SHALL 5E SCHEDULE 40 PVC. UNDER PAVED AREAS IT SHALL 5E ENCASED IN CONCRETE. MINIMUM COVER SHALL 5E 24 INCHES. NEW ELEC. METER 200 AMPS RATED O 120124011PH NEW 1 # 4 THWN (Cu)I 314 IN 3/4" COND. CWP 0 NEW 3#3/0 THWN (Cu) +1#6 THWN (Cu) G ' IN 2" COND. EXTERIOR I INTERIOR NEW 200 AMP MCS IN NEMA 3R ENCLOSURE ELECT. PANEL "A" NEW NEW 3#3/0 THWN (Cu) 1#6 THWN (Cu) G IN 2" COND. GRADE LEVEL NEW 3#3/0 THWN (Cu) NEW TO FOUNDATION STEEL +1#6 THWN (Cu) G 3#3/0 THWN (Cu) — BAR AS PER NEC 250-50(c) IN 2" COND. IN 2" COND. RUNNING U.G. FROM F.P.L. SERVICE POINT. ELECTRICAL, RISER DIAGRAM N. T. S. G.F.I/WP A-30 -/ (Ill r7 A-30 • At13 A-25 A-25 A-11 )'A-25 — A-11 ' A-15 G.F.I. A-241 A j15 o A-25 0 o Q A-25 A-25 I b I f O o G.1F.1. jl T I� q 0� ` A -I-1 NEW A -IS A-10,12 A-14,16 \I ELEC.o A I A-11 \ PANEL "A' A-23 GFI /WP G}$•; ` NEW / (� KITCHEN �y G.E.I. A-32 I Ai15 A-25 i A-25 G 1.5-A--4� 3 A-30 — 13 A-19 1 EXISTING A-19 GARAGE \. A-32 , 3 Li / \ NO POINT ALONG COUNTER TO BE MORE THAN A-23 2 I`EE`I FROM 011 PROTECTRO RECEPTACLE, A-33 0 PUT D/W FIECEIPIACLE UNDEn OINK, � A-51 ALL FIXED APPLIANCES ON nEDIOA '; p ---------- - -- ---- — I A-23 G' i /IUP A-23 I I NEW LIVING I I \ •/ I I 3 �A-30 A-23 A-23 EXISTING' A-23 ENTRY G.F.I /WP n n A-30 ELECTRICAL PLAN SCALE: 1/4" =1'-0" A-2,4 A-6,8 A-26 A-26 A-26 a0 CF W' • E.F. �4ASTER BATH A-21 G.F.I. 26 .I NEW MASTER BEDROOM AA -26 A-26 A-2 -28 (F_ A-26 A-31 A-32 A-31 ® D 3 SD NEW A -32I A-26 BEDROOM #2 Zo 1 A-29 A-29 — . —_ _— — — — — — I� A-31 A-31 I /--A-34,36 \ A-29 I IF A-38 I I NEW I W.I.C. A-19 A-19 A-113 .`iDD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED, A-2-1 -OA-21 NEW BEDROOM #3 A-21 NEW 200 A METER/MAIN COM50. 91 ON �6ki L ARCHITECT ORESTES LOPEZ-REGIO \ 3 5895 S.W. 32 STREET A-31 TELEPHONE: (305) 608-8887 OWNER- w U z W SD A-31 A -32A 032/ G.F.I. 5 CFM O A-31 z0U) E A- 1 G. 1. LL c:) D BATH I l Z� 0 w 3: U) M BA I A-31 \A-31- L%FF_1 � \ G RLMAMONS: SEAL DATE JANUARY 21, 2013 SCALE: AS SHOWN DRAWN WAC. JOB NO. D-10000 E-1 5 CFM E.. I I NEW A-29 J II II W.I.C. I I /a-2 I. r A-2-1 II // _ II I A-29 I NEW I W.I.C. II A-2-1 — J 5D. A-32 I 3 ® A-21 / A-32 NEW A-21 DINING A-19 A-19 A-113 .`iDD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO BE REPLACED, A-2-1 -OA-21 NEW BEDROOM #3 A-21 NEW 200 A METER/MAIN COM50. 91 ON �6ki L ARCHITECT ORESTES LOPEZ-REGIO ARM350 5895 S.W. 32 STREET NIIAW FLORIDA 33155 TELEPHONE: (305) 608-8887 OWNER- w U z W 00 M_ U) M W WQ O z0U) 0 J LL c:) D �u w W Z� 0 w 3: U) M 0 Q N � G RLMAMONS: SEAL DATE JANUARY 21, 2013 SCALE: AS SHOWN DRAWN WAC. JOB NO. D-10000 E-1 SHEET NO.: OF EXHAUST ROOF CAP DETAIL n.t.s. (typical) MAINTAIN 1'-0" CLEAR FROM WALL /. CONDENSING UNIT 4" THIKNE8'_5-�0%CRETE BASE UNIT MUST BE INSTALLED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS & PROVIDE 1"X118" STRAP TIE–DOWN TO UNIT de w/p cap low profile -for dryer equipped with backdraft damper (not bird screen) -for bathroom provide bird screen blk'g 04" sheet metal duct gauge 26 from fan. FASTENED INSIDE C.U. TO SLAB W/ 4-1/4"0 x 1-1/2" POWDERED ACTUATED PINS AS PER MANUFACTURER SPEC'S POWER & CONTROL LOCA TION M� 0 N LIQUID LINE W/ 0 INSULATION \/ SUCTION LINE AFL EX W/ 1/2 ARM INSULATION & VAPOR BARRIER NOTE: UNITS SHALL BE CLEAR BY 3" MIN. FROM DRIP LINE. CU MOUNTING DETAIL N. T. S. -----AHU SHALL BE MECHANICALLY ATTACHED PROVIDE A MIN. OF 4" Duct size, Inches 24X24 CD–(SEE SCHEDULE) p \ TO THE SUPPLY AIR PLENUM DUCT SPACE WHERE MECHANICAL CEILING GRILLE SEE SIZE SCHEDULE and less than 43' DUCT TO MATCH NECK SIZE TYP. CEILING RETURN AIR GRILL OUTSIDE AIR INTAKE VOLUME DAMPER COMPONENTS TO ASSURE THERMOSTAT CEILING DIFFUSER CG ADECUATE ACCESS FOR N.P. HEAT PUMP UNIT U.ON. UNLESS OTHERWISE NOTED. RTU WALLS CONSTRUCTION & CLEANING. 3/4 3/8 1 AHU-2 1200 46.0 COIL/HEAT 67 80 240 1 9.6 REF. LINES 60 RHEEM RHLL–HM3821 +RCSL–H*3821 3/4 3/8 1 PROVIDE CAP OFF � G WITH 1/4" PERFORATED REMONS: SFAi: FOR VENT FAN SECTION DRAWN WAC. JOB NO. 13-10000 M-1 SECTION OF 12" MIN. FILTER ACCESS DRAIN PAN W/WET DETECTOR TO CONTROL OVERFLOW BY �J t\ SHUTTING DOWN THE UNIT WHEN ACTIVATED. PREFAB MTL. FRAME F. F. A/C CLOSET INSTALLATION N. T. S. GENERAL H. V.A.C. NOTES 1. The contractor shall furnish all labor, material and equipment for a complete H.V.A.C. system in accordance with these drawings. The Florida Building Code 2004 and the latest edition of the following publications: a ANS B9.1 Mechanical Refrigeration (b) NFPA Pamphlets 90A & 91 ((c� SMACNA (d) ASHRAE. 2. All air conditioning ductwork shall be 1 1/2 " standard duty foil reinforced fiberglass (R-6) manufactured logo printed on the vapor barrier. 3. All exhaust ductwork shall be code gage galvanized sheet metal. 4. Duct size shown are net free area inside. 5. All air devices (diffusers, registers and grilles) shall be all aluminum construction, with exposed surface chemically treated to receive paint to rnotch color or AIRGUIDE or approved equal. 6. Provide opposed glade dampers at all diffusers and registers. 7. Thermostats shall be combination cooling/heating with system Cool/Auto/Heat/Off and Fan On/Auto selector switches. 8. Refrigerant pipingq shall be copper type "L" with 3/4" armaflex. Insulation shall be provided for suction lines. 9. Provide new filters for fan coil before starting. These filters must also be replaced prior to final acceptance by owner. LEGEND Duct size, Inches 24X24 CD–(SEE SCHEDULE) p DUCT TO MATCH NECK SIZE TYP. y CEILING GRILLE SEE SIZE SCHEDULE and less than 43' DUCT TO MATCH NECK SIZE TYP. EXHAUST FAN RETURN AIR GRILL OUTSIDE AIR INTAKE VOLUME DAMPER 0 THERMOSTAT DUCT MOUNTED SMOKE DETECTOR SEE F.A. RISER FOR SPECS. AIR FLOW DIRECTION ( ARROWS DENOTE 1 WAY, 2 WAY, ETC., SEE PLANS RETURN OR EXHAUST, SEE PLANS. Duct size, Inches Spacing p 4 ft WALL MOUNTED SIDE REGISTER. Eft and less than 43' L�J EXHAUST FAN OA.I. OUTSIDE AIR INTAKE 5.R SIDE REGISTER CD CEILING DIFFUSER CG CEILING GRILL N.P. HEAT PUMP UNIT U.ON. UNLESS OTHERWISE NOTED. RTU ROOF TOP UNIT AIR HANDLER UNIT CONDENSING UNIT EXHAUST FAN CUBIC FEET PER MINUTE NANGER5 AND SUFFORTS 1 �3 CHANNEL SECTION 1 If Total Minimum xtension is Channel STANDARD 3' WIDE HANGERS Nanget extension to be the sum of the distances between the hanging wires and the duct size, ID (Smacna) Maximum Hanger Duct size, Inches Spacing 43: Wide or grater 4 ft Lela tha 43' wide Eft and less than 43' REF UNrr deep TOTAL Width between 28' iv ft 4 43' and greater LAO. than 16' deep COND. L eaa than 29" wide 3Ft and 16" depth or less 31.2 USE OF 2' WIDE 22 gauge 2'x 1.5' hangers may be substituted For 3' hangers for ducts with widths not over 43' and depths not over 24" provided that not more than one joint occurs between hangers and the maximum hanger spacing Oft. Exception: When duct perimeter is &0' or less and does not require reinForcement two joints are permitted between hangers FAN—COIL DESIGNATION CFM MBTUH ELECTRICAL DATA ENTERING F ELECTRICAL. DATA WIRE VOLTS PHASES NTNG KW AMPS FUSES 240 1 9.6 44 60 MANUFAC. REF UNrr OBS TOTAL SENSIBLE WB DB LAO. SUC. COND. AHU-1 1000 46.0 31.2 67 80 RHEEM RHLL—HM3617+RCSL—H*3617 3/4 3/8 1 AHU-2 1200 46.0 31.2 67 80 240 1 9.6 44 60 RHEEM RHLL–HM3821 +RCSL–H*3821 3/4 3/8 1 CONDENSING UNIT DESIGNATION MBTUH TEMP. ENT. CONDENSER ELECTRICAL DATA MANUFAC. RUNITEF. OBS OR SEER AREA SERVED VOLTS PEES WIRE AMPS FUSES CU -1 46.0 95 240 1 29 50 RHEEM 14AJM30 16.0 SHOWN CU -2 1 46.0 95 240 1 1 1 29 1 50 RHEEM 14AJM36 16.0 SHOWN i"XI" GALV. METAL AN( (2) ONE ON EA. SIDE. 1/2"! THRU BOLTS WITH NUTS 4 WASHERS TOP 4 BOTTOM 12" DIA. PVC PIPE BELOW GRADE FOR EXHAUST. PROVIDE END WITH INSECT SCREEN 12" ABV. FIN. GRADE 4"OGMD (26GA) UP THRU ROOF FOR DRYER EXHAUST IN/WP PROT & B. D. D\ HVAC DESIGN REQUIRE: YES NO DUCT SMOKE DETECTOR X FIRE DAMPER(S) X SMOKE DAMPERS X FIRE RATE ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X A.H.U.—HANGING—DETAIL--- — -- — — — —— — — — — — — — —— — — — — — N. T. S. MECHANICAL PLAN ROOF (DESIGNED aFFLICATION BY MFR.) 2X8 PT WOOD 'ORT AS SHOWN. TO TRUSSES W/2 -16D. NAILS :A. TRUSS (TYP. OF 2). 1/2" DRYWALL 1G. 3EE SCEDULE. DUCTWORK FLEXIBLE R–FACTOR 6.0 ALL AIR HANDLERS W/FLOAT SWITCHES MODEL SSI SCALE: 1/4" =1'-0" & ARCHITECT ORESI'ES LOPEZ-REGIO ARWW350 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (305) 608-8897 OWNER- W V Z W 000 _ CY) U) M W � M F_ W Q y - ClIf (r— D Z 0 U) O J J LLI 0UJ O� W 0 LIJ LIDO M 0 N � G REMONS: SFAi: DATE JANUARY 21, 2013 SCALE AS SHOWN DRAWN WAC. JOB NO. 13-10000 M-1 SHEET NO.: OF 0 It GENERAL PLUMBING NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND 2010 FLORIDA BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK . 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES , CONFLICTS , INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER. TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR ..SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6, THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS , ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. 3/4" THICK (MIN.) PIPE TO OUTSIDEOF BUILDING & DISCHARGE 6" ABOVE GRADE HEAT TRAP PER ENERGY CODE HOT WATER SUPPLY LINE AIR GAP FITTING AT RVD(TYP) WATER HEATER PAN (OMIT ON GROUND FLR.)� 1 "0 MIN. PAN DRAIN PARALLEL TO_.,Z P&T RELIEF TEMPERATURE AND PRES. RELIEF VALVE BLEM AND TING PLAT E A 7. PROVIDE MEANS "FURNISH AND INSTALL". 8. DO A COMPLETE JOB, EVERY7 9. SHOP DRAWINGS: CONTRACTOI WITH SHOP DRAWINGS OF EQ( FOR APPROVAL. 10. AT COMPLETION OF JOB THE GIVE THE OWNER AN AS -BUILT SHOWING THE EXACT LOCATION 11. PLUMBING CONTRACTOR SNA REQUIRED BY CODE. TEST SH, BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR WORKMANSHIP AND MATERIAL OF FINAL WORK ACCEPTANCE OCCURRING IN FIRST YEAR S) TO THE OWNER. 13. PROVIDE BATHROOM FIXTURE 14. PROVIDE SHUT-OFF VALVE I 15. WHEREVER NOT SIMILAR ME) A DI -ELECTRIC FITTING SHAL TYPES OF PIPES. 16. PLUMBING CONTRACTOR SHA CONDENSATE DRAIN AND TRI FOR LOCATION OF UNITS AN. 17. MATERIALS A. COLD WATER PIPING DOWNSI TYPE "L" COPPER BELOW GI GROUND. B. COLD WATER PIPES INSIDE COPPER INSTALL INSIDE PO( PERMITTED INSIDE SLAB. C. SANITARY WASTE AND VENT SCHEDULE 40. D. STORM LINES INSIDE BUILI E. IN COASTAL AREAS ALL SAN BUILDING SHALL BE SCHEDb F. CONDENSATE DRAIN PIPE SI AND FITTINGS. G. WATER HEATER RELIEF AND MIN 3/4" DIA. FIRE RATED PENETARATION NO WHEN FIRE PENETRATION OF BY ASSEMBLY No. W -L-20& I/\_COLD WATER DISTRIBUTION LINE SHUTOFF VALVE UNION — ELECTRICAL JUNCTION BOX ELECT. CONN. DRAIN VALVE HOSE CONNECTION HOT WATER HEATER DETAIL N.T.S. N. T. S. SHALL BE 'AMERICAN PROLINE" OR APPROVED EQUAL WITH 60 GALLONS STORAGE TANKS, DUAL NON—CONCURRENT 4.5 kw. ELEMENTS AT 240 VOLTS, WITH AN ENERGY EFFICIENCY OF .95 MINIMUM MAXIMUM FLOW RATE AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY LAVATOTY, PRIVATE 1.5 GPM (9 80 PSI SHOWER HEAD 1.5 GPM © 80 PSI KITCHEN SINK FAUCET 1.5 GPM @ 60 PSI WATER CLOSET 1.28 GALLON PER FLUSHING CYCLE CW/HW 5 FIXTURE CONNECTION SCHEDULE ITEM WASTE & WATER 112 "0 NOTE: ALL VTR SHALL BE OFF SET A MIN. OF 4'-0" FROM FIRE SEPARATION WALL. FROM WM IN _E BOX (UG) 'EN ,S PER BC '8" SLOPE TO WATER PIPING SIZE I O 1/2"0 CW/HW O 112 "0 CW O 3/4"0 CW -1/2"O HW 0 3/4 "0 CW/HW 5 3/4 "0 CW 0 3/4 "0 HWS 1"0 CWS -1/2"O HWS ® 1 "0 CWS O 1"0 CWS -3/4"O HWS HAMMER ARRESTOR — AMTROL, MODEL 500 — INSTALL IN ACC. LOCATION. — CONNECTION SIZE: 112" NPT — HEIGHT: 4-112" — DIAMETER: 3-3/8" MAX. PRESSURE: 150 PSI MAX. TEMP: 200° F MAX. SHOCK PRESSURE: 200 PSI PLUMBING PLAN SCALE: 1/4" =1'-0" L•� ARCHITECT ORFSM LOPEZ-RECIO AR000 M 5895 S.W. 32 STREET MIAMI, FLORIDA 33155 TELEPHONE (305) 608-8887 OWNER- W U z W co U) M V / T_ M W wQ O n/ W p (D LL z U) O 0T_ � 0 0 cl ZIt W W � LOU) M Q N � RE ONS: SEAD i h DATE JANUARY 21, 2013 SCALE AS SHOWN DRAWN WAC. JOB NO. 13-10000 P-1 SHEET,.NCl, L ST 0 V