Loading...
PLANS4 oveo bunir..ct to builder s " -• ei nn-1 r clfigi,ess cl• °Oak- . -.iores Village. The Aft bjle5.17,i4i builder are char '• knowledge of an uildus regulations whether cr • , ftecificaPy indicateo fictein. Al! reinforced steel, strcabs..-4 ' P!4-44 aricral wiring and roof flasbirm ...et be concealed before inspection. ti<Ort PERM ll NO_ 4iA ,4M. /124 Y V4 ifD CCYchWil 43 AIL 9/ SNj ' TYPE lA T 2' - F Lz N fi II I: F I I T 4,._,1 I Y` II ) 2,'"? Z S - - - t 6(=, i s i F T 2 ---- M F 4 s — --- T 2- ■. a ,, 0513 CLZP T 2 a EI THER CO:Q> M F 13 B__I B I A } B TYPE 1B TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 BEAM AND COLUMN SCHEDULE IDENTIFICATION DIMENSIONS MAX. BEAM SPANS C.C. MAX. COLULur SPANS C.C. REMARKS COLUI2I MARE ALLOY Y.S. A B C T1 T2 T3 T4 8' 7' - 0" 6' -0" 5' -0" 8' - o" 7' -0" 6. 5. 1A 6063 - 75 16 1.00 2.00 .040 .040 SECONDARY ::.: :.o-o U:,E AT CCRNERS c:MY USE AS OTHEI. THAI: SECONDARY 1B 6063 -T5 25 2.00 2.00 .040 .040 7' - o" 8' - 0" 8' - 0" 8' - 0" U AT CCRU'RS ('.MY '_^.'RER RE CERES E::02M BES APPROVAL 2A 6063 - T6 25 4.00 2.00 1.00 .064 .064 .064 .067 14' -2" 14'- 10'15' -8" 16 11'- 3 "0. 30'12' - 2" 13' - 1" TNAUBOLTS r 20" o.c. 2B 6o63 - T6 25 6.00 2.00 1.00 .]4o .062 .140 .067 22' -3" 23' - 4" 24' -6" 26' -0" BOTH { 24" o.c. 2C 6063 -T6 25 7.00 2.00 1.00 .200 .070 .200 .o67 27' -0" 28' -4" 29' -8" 31' -6" SIDES 0 /` 24" o.c. 3A 6063 -T6 25 2.82 2.00 .o65 .055 .065 11' -9" 12' -3" 12' -11" 1 3' -8 " 8 ' - 9" 9' 3'10' - 1" 11' - 1" VINYL DRIVE CLEAT OR 3B 6063 -76 25 3.00 2.00 .050 .050 .050 10 11' - 11' 12' -6" 8' - 7" 9' - 1" ( .023 ALUI:IINM CLEAT 4A 6063 - 76 25 4.0o 2.0o .104 .050 14'-6" 15' -3" 16' -1" 17' -1" 11' -8" 12' -5" 13'-1" 14'-o" } 24° O.C. EA. AC $10 a " s18 0 4B 6063 -T6 25 6.00 2.00 .180 .o6G 22' -2' 23' -3' 24' -6" 26' -0" DO AC 40 6063 -T6 25 7.00 2.00 .2Po .060 27' - 6 8 - 10" 30' - 3" 32' -2" DO AC 40 6063 -76 25 7.00 2.00 .175 .2'0 ..060 .125 .078 30' -3'' 3 -3" 33' -o" 35' -1" Do a. 5A 6o63 -T6 25 3.00 4.00 3.00 .088 .060 .080 15' -6' 16' -2' 17' -1" 18'-2" C 5B 6063 -T6 25 3.00 5.00 3.00 .094 .050 .094 18'-7' 19' - 20' -6" 21' - 8" AC 5c 6o63 - T6 25 3.00 6.00 3.00 .094 .060 .094 21 ' - 5' 22' -5' 2 3' - 7" 2 5' - 1" c 50 '6o63 -T6 25 3.2 6.6 3.00 .100 .055 .100 23' - 7' 24' -8' 26' -0' 27' -7" It 5E 6063 -T6 25 3.20 6.65 3.2o .106 .066 .098 23' - 11' 25' 0'25' - 10' 28' - 0" AS 5F 6063 - 76 25 3.00 7.00 3.00 .125 .066 .125 25' 10'26' - 11' 21' - 5' 30' - 2" c 5G 6 25 3.3o 7.65 3.3o .115 .076 .098 27' -3' 28' -6' 30'- 0 "31' -11" AS 5E 6063 -76 25 3.5o 7.7 3.20 .110 .073 .100 27' -10' 29' -1' 30' -8" 32' -6" AC 5J 6063 - 76 25 4.00 8.00 4.00 .125 .070 .125 30' -7' 32' -1 33'- 8'35' -10" c 52 60563 -16 25 3. 8.1 .64 .116 .076 .106 29'- 6'30' -11' 32' -6" 34' -6" AS 5L 6563-76 25 3.85 8.70 3.47 .120 .074 .108 31' -11' 33' -5' 35' -1' 37' -3" AC 50 6063 - 76 25 4.19 9.85 4.19 .135 .096 .120 37' -0' 3 -8' 40' -8' 43' -3" FOR SPANS GREATER THAN AS 5N 6063- 25 4.50 10.0o 4.00 .140 .096 .140 3='-7' 40'-3' 42' -6' 45' - 2" 54' USE 4" x 2}" LAG SCREWS C 5P 6063 -T6 25 4.25 10.10 3.75 .133 .o84 .117 37' - 6' 39' - 3' 41' - 3' 44' - o" IN JORDAN 1020 SHIELDS. AC 6A 6063 -76 30 4.00 2.00 .064 .064 .064 11' -11' 12' -7' 13' -3' 14' -1" 8' - 5" 8' -11' 9' -8" 10' -7' G70ERAL NOTES 1. CONTRACTOR MUST, AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND '"y :P82 OF ALUNII:U:.: BEI::7 USED. 2. 6063 - ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDE1TIFTCATTo' -ARM: .71. 0ED 1 -rI. IRON '-?,'J' EIID CF BEAN. FCL'.0711:G MARES ARE APPROVED MARES: BON 6063 L0; 63 -T6, JAI.EX 6063 -T6, and GAE 6063 -T6. j . 01231 SCREE:: IS SPT.T2"'o TO PURLINS DEDUCT 5" FRO1 L L I . AM 51AN. 4 TH]CI07ESSE5 ARE IN INCHES, YIELD STRESSES ARE I1I ::SI P131Mf5 20R BUILDING PER:IIT 20220 ARE VALID .•NLi S' TLS: ACTPAL 1- IHT 1.; S; 1.0 °Y 71.17_ 11311:.3)1 0P'k HIS EPRESS:.L SEAL. . 7RICIQIESS OF .0 0110 LESS A. ^,E : INI:.U13 GREA:'ER = ':� . - ES 20V^ T "L'.IL. :.C1 �I > .006 ". AWM `IMA SCREEN PANLELS UNC. / 2540 N.W. 38th COURT MIAMI' FLORIDA TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH as ASSOCIATES CONSULTING ENGINEERS MIAMI FLORIDA pFAC D s nr TT 196 6582 SliTET 2 OP 3 2" X 2" X1/8" ANGLE 1/8" BENT PLATE USED ONLY WITH TYPE 6 COLUMNS 2" X 2" X 1./8" ANGLE USE 3/16" x 2 }" STAINLESS STEEL LAG SCREWS 24" C.C. EXTRUSION THECKNERS: .040 MIN. TYPICAL COLUL'I CONNECTION ( "I BEAM) AND ROOF CABLE CONNECTION ( "I" AND BOX) FACSIA 1 FACSIA,.OVERHANG, AND WALL FASTENERS EXTRUSION _THICKNESS: L • 055 " -, 2° KEYLOCK HAVE ANp CORNER DETATT, 2 -1" RIVETS OR THRUBOLTS USE 2 X 2 X 1/8" ANGLE WITH TYPE O 3 & COLUMNS A TYPICAL COLUMN CONNECTICN BOX BEAM 8" THICK, MIN. N TYPICAL INTERMEDIATE ROOF PANEL CABLE IN A BOX BEAM O 023" B. F. GOODRICH VINYL GEON #8700A W/MIN. MECH. PROP. AS GUARANr•2D BY B. F. ,Lj GOODRICH OR EQUIVALENT. ALL EYEBOLTS 5/16" X 3i" SHANK WELDED EYE, MII1. BREAKING STRENGTH 2400# SEE COLUMN SECTION FOR ANCHOR DETAILS. 4" CONCRETE SLAB 8" x 8" TURNDOWN FOOTING WITH 6 "x6 "x 10/10 MESH 0 }° X " LAG SCREW EA. SIDE. " 4 a Ao FOR BEAMS " & LARGER USE 2 LAOS CO EA. 3IDE. IN CONC. USE JORDAN 1020 SIIEILDS. TYPICAL FASCIA TO BEAM CONNECTION ( "I" AND BOX) X O R E D� 8 " - ALTERNATE EAVE AND CORNER DETAIL 4" x 1 3/4" x 1/8" CRAIINEL }" TIRUBOLTS b 2"x2 "xl /8" ANGLE b' LONG -N- TYPICAL WALL CABLE COINECTION TYPICAL COLULTI CONNECTION "I" AND BOX BEAMS TYPICAL FOOTING 2 NICROPRE3S OVAL CABIE SLEEVES MIN. USE ALTERNATE CORNER CABLE DETAIL 8" CABLE USE SEE RBIIARKS 5 X 2i" LAG SCREW > -A COLUMN P, a OK INTO 208021 1035 SHIELD WITH WASHER ABLE. ■uI 2- }" X 2} LAG SCREW IN JORDAN 1020 SHIELDS �■ _r u COLUMN SECTION 11 10' 11' 2" CABLE BREAKING STRESS •1200{ PROJECTION 1 1 2 2 2 12 1 2 1/8" CABLE BREAKING STRESS . 1800# 8' 2 2 G WITH 3 /4" HEAD OR :" WASHER TYPICAL INTERMEDIATE ROOF PANEL CABLE ( "I" BRAE) 1 -3 _ 4" x j THICK 1/8" TEICX CHANNEL TECO TYPE H CONNECTOR ALTERNATE FASCIA CONNECTION WALL CABLE SCHEDULE BOX BEAM TYPICAL CHAIR RAIL CHAIR RAIL SECURED TO COWAN BY 2 #10 X 1}° SIB. TECO TYPE "B" CONNECTOR EA. JOIST. 9 12 JECTY 11: 1 1 1 1 2 2 2 1 2 2 2 2 2 3 3 2 3 3 9 PRO ONS B' OR S5 REQUIRE 1 CABLE IN ROOF IN EACH DIRECTION 2 DESIGN CRITERIA: DESIGN TEST LOADS ROOF WALLS 7.0 PSF 10:5 P3F FASTENERS: 3 X ULTIMATE SIDE WALLS 13.0 19.5 ALUMINUM BEAMS: MAX. DEPIECTION ® DESIGN LOAD 4/80 MIN. RECOVERY FROM TEST LOAD 80% EXPOSED FASTENERS SHALL BE NON - MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4. NON - EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE BARDWEAR MAY BE HOT.DIPPED GALVANIC STEEL. ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X }" STAINLESS STEEL SAS. ALL BOLTS UNLESS OTHERWISE NOTED ARE } X 2* ALUMINUM, CAP - HEADED HEX THR080LT: OF ALLOY 2024 -14. ALL ANGLES UNLESS OTfl3RWISE NOTED ARE 2° X e X 1/8 SCREEN ENCLOSURES NM TWO OR MORE FREE - STANDING CORNERS REQUIRE WIND BRACE - A1G: WALL CABLES PEN SCREDILE AND ROOF CABLES AS REQUIRED BY ENGINEER. ROOF AND SIDES 3HALLE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN. THE ADDITION OF SOL ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL. LATCHES ON DOORS OF S IMMING -POOL ENCLOSURES SHALL BE 66" ABOVE THE THRESH - HOLD, SHALL BE SELF-LATCHING,' SELF-LOCKING AND MOUNTED ON SELF CLOSING DOOR. IT SHALL BE DETERMINED 1RAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE. PRINTS FOR BUILDING PERMIT PURPOSES ARE VALID ONLY ABEN THE ACTUAL PRINT IS SIGNED BY THE ENGINEER OVER HIS IMPRESSED SEAL. RIVETS ARE .250" f SELF EXPANDING US 1690# IN SHEAR. SCREWS MAY BE USED IH SHEAR. TOP FLANGE AND WEBB OF BEAMS NOT TD BE CUT MORE THAN 4" FROM FASCIA WHEN GUTTERS ARE INSTALLED. 81222012 ALUMA SCREEN PANELS, INC. 2540 N.W. 38th COURT MIAMI FLORIDA TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH Si ASSOCIATES CONSULTING ENGINEERS MIAMI FLARIDA DRAWN: OK & DS DATE SHEET I OF 3 REVISED 10/18/65 RAVE & CORNER DETAILS FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Adittion for Carla Peters Residence 63 NE 91 St Miami, Fl 33136 - Mrs Carla Peters South Builder: Permitting Office: Permit Number: Jurisdiction Number: 231000 Dade County 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 80.5(p) ft - b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 25.0 ft b. N/A Addition - Single family - 1 1 - No 643 ft ✓ 122.0 ft v 0.0 ft 0.0 ft 0.0 ft - R=4.2, 541.0 ft R =30.0, 643.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 23.0 kBtu/hr SEER: 10.15 Cap: 17.0 kBtu/hr - COP: 1.00 - b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 65.0 gallons - EF: 0.87 Glass /Floor Area: 0.19 Total as -built points: 7504.20 Total base points: 9535.30 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPA D BY: Mendez Profess. Elllq DATE: RA 17 I hereby certify that this building, as designed, is in compliance with the Flori • a Energy Code. OWNER/AGENT: 0 DATE: / rgyGaug Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: -9� DATE: 7,e=_Lc.,7 ersion: FLRCPA -203) FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: EnergyGauge DCA Form 600A -97 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 643.0 53.20 6157.7 Single, Clear S 2.0 6.0 23.0 62.19 0.79 1136.9 Single, Clear S 2.0 6.0 23.0 62.19 0.79 1136.9 Single, Clear W 2.0 6.0 23.0 65.53 0.86 1294.9 - Single, Clear N 2.0 8.8 53.0 33.94 0.95 1710.3 As - Built Total: 122.0 5278.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent $ 0.0 0.0 0.0 Concrete, Int Insul, Exterior 4.2 541.0 2.28 1233.5 Exterior 541.0 2.70 1460.7 Base Total: 541.0 1460.7 As -Bulit Total: 541.0 1233.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 21.0 6.40 134.4 Exterior 21.0 6.40 134.4 'Base Total: 21.0 134.4 As -Built Total: 21.0 134.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 643.0 0.80 514.4 Under Attic 30.0 643.0 0.80 514.4 Base Total: 843.0 614.4 As -Built Total: 643.0 614.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 80.5(p) -20.0 - 1610.0 Slab -On -Grade Edge Insulation 0.0 80.5(p) -20.00 - 1610.0 Raised 0.0 0.00 0.0 Base Total: - 1610.0 As -Bullt Total: - 1610.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 643.0 18.79 12082.0 643.0 18.79 12082.0 Summer Base Points: 18739.1 Summer As -Built Points: • 17633.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points' Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17633.2 1.000 0.966 0.336 1.000 5724.2 18739.1 0.3560 6671.1 17633.2 1.00 0.966 0.336 . 1.000 5724.2 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: EnergyGauge DCA Form 600A -97 FQRM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: EnergyGaugeTM DCA Form 600A -97 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 643.0 2.02 234.3 Single, Clear S 2.0 6.0 23.0 Single, Clear S 2.0 6.0 23.0 Single, Clear W 2.0 6.0 23.0 Single, Clear N 2.0 8.8 53.0 As -Bullt Total: 122.0 3.55 3.55 4.47 4.91 1.05 1.05 1.00 0.99 85.6 85.6 102.8 258.5 632.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent Exterior Base Total: f 0.0 0.0 541.0 0.60 641.0 0.0 324.6 324.6 Concrete, Int Insul, Exterior 4.2 As -Bulit Total: 541.0 641.0 1.02 551.8 661.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 21.0 1.80 21.0 0.0 37.8 37.8 Exterior Insulated As -BuIIt Total: 21.0 21.0 1.80 37.8 37.8 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM = Points Under Attic Base Total: 643.0 0.10 643.0 64.3 64.3 Under Attic 30.0 As -Bullt Total: 643.0 643.0 0.10 64.3 64.3 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 80.5(p) -2.1 0.0 0.00 -169.0 0.0 -169.0 Slab -On -Grade Edge Insulation 0.0 As -Bulit Total: 805(p) -2.10 -169.0 -169.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 643.0 -0.06 -38.6 643.0 -0.06 -38.6 Winter Base Points: 453.4 Winter As -Built Points: 978.8 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 453.4 1.0900 494.2 978.8 1.000 1.003 1.000 978.8 1.00 1.003 1.000 . 1.000 1.000 981.3 981.3 FQRM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: EnergyGaugeTM DCA Form 600A -97 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 AS -BUILT 66.0 0.87 As -Bullt Total: 1 1.00 2396.23 1.03 2396.2 798.7 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 6671.1 494.2 2370.0 9535.3 5724.2 981.3 798.7 7504.2 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 2370.0 66.0 0.87 As -Bullt Total: 1 1.00 2396.23 1.03 2396.2 798.7 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: EnergyGauge DCA Form 600A -97 PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. �/ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. /A Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. ✓ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. / V Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. / Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. J COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. k..., Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. /A Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. `.." 'f HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 63 NE 91 St, Miami, FI, 33136- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be EnergyGaugeTM DCA Form 600A -97 EnergyGauge® /FlaRes'97/88 FLRCPA -203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. 1. New construction or existing Addition _ 2. Single family or multi- family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 1 5. Is this a worst case? No _ 6. Conditioned floor area (ft 643 ft 7. Glass area & type a. Clear - single pane 122.0 ft _ b. Clear - double pane 0.0 IV c. Tint/other SC /SHGC - single pane 0.0 ft _ d. Tint/other SC /SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 80.5(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =4.2, 541.0 ft b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 643.0 ft b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 25.0 ft _ b. N/A Mrs Carla Peters, 63 NE 91 St, Miami, FI, 33136- 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 23.0 kBtu/hr SEER: 10.15 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 65.0 gallons _ EF: 0.87 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStaf' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPA -203) Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(56gr.) Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 11390 Btuh Total cooling load calculation 18579 Btuh Submitted heating capacity Submitted as % of calculated 17000 Btuh 149.3 % Submitted cooling capacity Submitted as % of calculated 23000 Btuh 123.8 % Load component Load Load Window total 122 - sqft 4989 Btuh Wall total 541 sqft 2218 Btuh Door total 21 sqft 273 Btuh Ceiling total 643 sqft 836 Btuh Floor total 643 0 Btuh Infiltration 107 cfm 2353 Btuh Internal gain Btuh 2100 Btuh Subtotal(sensible) 2821 12769 Btuh Duct gain 1277 Btuh Total sensible gain 14046 Btuh Latent gain(infiltration) TOTAL HEAT LOSS 4073 Btuh Latent gain(internal) Btuh 460 Btuh Total latent gain 4533 Btuh TOTAL HEAT GAIN 18579 Btuh Load component' Load Window total 122 sqft 3245 Btuh Wall total 541 sqft 2543 Btuh Door total 21 sqft 227 Btuh Ceiling total 643 sqft 514 Btuh Floor total 81 ft 1497 Btuh Infiltration 112 cfm 2821 Btuh Subtotal 10848 Btuh Duct Toss 542 Btuh TOTAL HEAT LOSS 11390 Btuh elho Mrs Carla Peters 63 NE 91 St Miami, Fl 33136- Winter Heating Load for 643 soft Summer Cooling Load for 643 soft WINTER CALCULATIONS EnergyGauge® FLRCPA -203 SUMMER CALCULATIONS kA Residential System Sizing Calculation Summary Project Title: Adittion for Carla Peters Residence t>oets(5%) Latent W artml(296) Class 3 Rating Registration No. 0 Climate: South 2/17/02 The sizing method used // wa as s � EnnergyGauge® tem PREPARED Y: /'Kid' Ot 11 DATE:2 (4) 6" PALMS 00 0 ARECA CLUSTER 20' TALL 0 0 (5) 6" PALMS 0 0 (6) 12" PALMS 0 0 0 0 ARECA CLUSTER 15' TALL LA TOTAL PROPERTY LINE 100.00' 0 (2) 10" pLMS 0 (2) 6' P`r'3MI PALM 0 0 PROJECT DATA EXISTING PROPOSED CONVERTED SPACE LOT AREA 12,891 sq.ft. BUILDING CUBAGE 18,850 cu.ft. (28% OF EXISTING) 5,346 cu.ft. 24,196 cu.ft. ALLEY EXISTING ONE -STORY HOUSE #63 PROPERTY LINE 100. 0 \DSCAPE PLA\ LIST OF DRAWINGS SITE PLAN Al FLOOR PLAN A2 ELEVATIONS A3 BATH & LAUNDRY DETAILS El ELECTRICAL PLAN E2 ELECTRICAL PLAN M1 MECHANICAL PLAN P1 PLUMBING PLAN .4" PALM 0 (2) 8" PALMS 0 018" MANGO O 0 (2) 10" PALMS 0 ARECA CLUSTER 15' TALL 4" PALM 1 1 1 z fY � W o' ce 1 1 S1 STRUCTURAL FOUNDATION PLAN S2 STRUCTURAL WALL SECTIONS & WIND PRESSURES S3 STRUCTURAL WALL SECTIONS & DETAILS S4 STRUCTURAL NOTES & SPECIFICATIONS PROPOSED A/C UNIT ON 4" CONC, SLAB SLOPE GROUND UP TO SLAB; 1:12 SLOPE MAX: PROPOSED LOCATION OF EXISTING SPRINKLER PROPOSED CONC. PAVING PROPOSED 3'H IRON GATE IN EXISTING MASONRY WALL SLOPE GROUND UP TO SLAB; 1:12 SLOPE MAX EXISTING LANDSCAPED AREA TO REMAIN 1 I, N OUTDOOR SHOWER PROPOSED CONVERTED GARAGE PR POSED PLA BED REMOVE EXISTING ASPHALT PAVING 1 1 & CONC. CURB IN THIS AREA 1 REMOVE GRAVEL PROVIDE 12" TOPSOIL IN PROPOSED 8" CONC. CURB TO MATCH EXISTING CUT CURB FOR WHEELCHAIR ACCESS 25' PROPOSED ENCLOSED CARPORT EXISTING ASPHALT PAVING TO REMAIN EXISTING ASPHALT PAVING TO REMAIN EXISTING PATIO EXISTING LANDSCAPED AREA TO REMAIN / EXISTING CONC. FINISH TO BE REPLACE / WITH "SPRAY DECK OR "TEXTURE CRETE" EXISTING LANDSCAPED AREA TO REMAIN EXISTING ONE -STORY HOUSE #63 EXISTING „ PROPERTY LINE 100.00 EXISTING 10.50' ASPHALT PARKWAY TO REMAIN 111 EXISTING LANDSCAPED AREA TO REMAIN EXISTING CONC. FENCE TO REMAIN • • PROPOSED CONC. PAVING SEE SHEET Al FOR DETAI C 0 • 0 10' PROPOSED CONC. PAVING EXISTING CONC. SIDEWALK TO REMAIN — ALLEY PROPERTY LINE 100.00' 16.50' ASPHALT PAVEMENT N E. 91st STREET EXISTING 12.50' GRASS PARKWAY TO REMAIN • PROPOSED 6'x10' STORAGE' SHED ON CONCRETE SLAB . FOUNDATION. SEE ATTACHED DETAILS AND I SPECIFICATIONS FROM MANUFACTURER. vNd�- S�! VN� Sc? f r • 1 W• z rx 0 3 W �y 0 1 1 1 • �-- EXISTING A/C UNIT ON • 4" CONC. SLAB I SCALE 1 /8"=1'-o " N 0 0 N Q O W r 0 0 z D O W N 0. 0 U W W SEAL \ SHEET SITE PLAN r • 1 1 1 1 • 1 1 • (4) 6" PALMS O O 0 ARECA CLUSTER 20' TALL • 000 O (5) 6" PALMS ARECA CLUSTER 15' TALL • • LA PROJECT DATA EXISTING PROPOSED CONVERTED SPACE TOTAL LOT AREA 12,891 sq.ft. BUILDING CUBAGE 18,850 cu.ft. (28% OF EXISTING) 5,346 cu.ft. 24.196 cu.ft. ALLEY PROPERTY LINE 100.00' 0(2) 10" PALMS (2) 6" PYGMI PALM 0 _ ■ • EXISTING EXISTING ONE -STORY HOUSE #63 EXISTING PORCH e.,..�!_.PROPERTY LINE 100.0 ESCAPE PLA\ LIST OF DRAWINGS SITE PLAN Al FLOOR PLAN A2 ELEVATIONS A3 BATH & LAUNDRY DETAILS El ELECTRICAL PLAN E2 ELECTRICAL PLAN M1 MECHANICAL PLAN P1 PLUMBING PLAN 04" PALM ® (2) 8" PALMS 018" MANGO 0 ARECA CLUSTER 15' TALL 24" OAK( ?) O S1 STRUCTURAL FOUNDATION PLAN S2 STRUCTURAL WALL SECTIONS & WIND PRESSURES S3 STRUCTURAL WALL SECTIONS & DETAILS S4 STRUCTURAL NOTES & SPECIFICATIONS (2) 10" PALMS 4" PALM 0 1 1 W• z c a. 0 PROPOSED LOCATION OF EXISTING SPRINKLER PUMP PROPOSED CONC. PAVING PROPOSED 3'H IRON GATE IN EXISTING MASONRY WALL SLOPE GROUND UP TO SLAB; 1:12 SLOPE MAX. PROPOSED CONC. PAVING SEE SHEET Al FOR 1 i 1 1 1 PROPOSED A/C UNIT ON 4" CONC. SLAB SLOPE GROUND UP TO SLAB; 1:12 SLOPE MAX: • • TA P 0 10' • •I + 41 8 , 1 EXISTING LANDSCAPED AREA TO REMAIN Ii 3LL. L.?k -E1F LOAMY Ct1XBS2 f RRdO Ut' E.EOETr1V1CyrI,iszKr!EL4 r r t 1 :j __ _ _ of - :st - _. ., or�411 Cdr ■IO • G i s g00 `i IS: SEPTIC TANK_ Z • FT. (MIN) • 11 , GAL. (MIN) •v ti PROPOSED CONC. PAVING EXISTIIT OUTDOOR SHOWER PROPOSED CONVERTED GARAGE/ N • PRO•OSED NKr ING BE) REMOVE EXISTING ASPHALT PAVING & CONC. CURB IN THIS AREA 1 REMOVE GRAVEL, PROVIDE 12" TOPSOIL PROPOSED 8" CONC. CURB TO MATCH EXISTING EXISTING ASPHALT PAVING TO REMAIN 1 CUT CURB FOR WHEELCHAIR ACCESS 25' PROPOSED ENCLOSED CARPORT EXISTING CONC. SIDEWALK TO REMAIN EXISTING ASPHALT PAVING TO REMAIN • ALLEY PROPERTY LINE 100.00' EXISTING LANDSCAPED AREA TO REMAIN / EXISTING BE CONC. FINISH / WITH "SPRAY DECK" OR "TEXTURE CRETE" EXISTING LANDSCAPED AREA TO REMAIN 16.50' ASPHALT PAVEMENT • EXISTING I EXISTING ONE -STORY HOUSE #63 EXISTING PORCH • • PROPERTY LINE 100.00 N. E. 9lst STREET EXISTING 12.50' GRASS PARKWAY TO REMAIN EXISTING 10.50' ASPHALT PARKWAY TO REMAIN • PROPOSED 6'x10' STORAGE SHED ON CONCRETE SLAB . FOUNDATION. SEE ATTACHED DETAILS AND SPECIFICATIONS FROM MANUFACTURER. EXISTING LANDSCAPED AREA TO REMAIN EXISTING CONC. FENCE TO REMAIN • • • V NI002- ERAAv . W. z Q) W 0 � 0 • 1 • 1 • 1 • EXISTING A/e UNIT ON • 4" CONC. S I SCALE /8 1 0 N V Ut x c p: A li z L W Z W R 00((I z z .... 004-= SEAL r SHEET SITE PLAN STEEL PAINTED STEEL DOOR PROFILE TO MATCH EXISTING DOORS WOOD DOOR TYPES PAINTED WOOD DOOR - PROFILE TO MATCH EXISTING DOORS WD /GL WOOD- FRAMED GLASS DOOR. PAINTED FINISH DOOR SCHEDULE * VERIFY ALL DIMENSIONS IN FIELD* No. 1 2 3 4 5 6 7 8 9 10. 11 12 13 ROOM BEDROOM ENTRANCE A/C CLOSET BEDROOM CLOSET WALK -IN CLOSET BATHROOM BEDROOM FAMILY ROOM FAMILY ROOK LAUNDRY ROOM EXISTING LIVING RM KITCHEN EXISTING LIVING RM EXIST. LINEN CLOSET SIZE W x H 3 '- 0 "x6' -8 2 - PAIR- 6'- 0 "x6' -8" 3 3'- 0X6' -8" 3 0 " x6 ' -8 PAIR -8 3' - =" VERIFY IN FIELD(30"?Y 2'- 4 -8" EXISTING TO REMAIN VERIFY IN FIELD TYPE STEEL WOOD WOOD WOOD WOOD WOOD GLASS WD /GL WOOD EXIST. WOOD EXIST. WOOD INTERIOR INT INT INT INT INT INT INT INT INT INT INT EXTERIOR EXT EXT FINISH PAINT PAINT PAINT PAINT PAINT PAINT SANDTONE PAINT PAINT PAINT PAINT PAINT PAINT HARDWARE ENTRANCE CLOSET SLIDING DOORS POCKET DOOR PRIVACY PRIVACY BRUSHED CHROME PRIVACY PASSAGE PRIVACY POCKET DOOR EXIST. CLOSET REMARKS POCKET DOOR ANDERSEN FWGL 8068R RE-USE EXISTING LOUVER DOOR POCKET DOOR _EXISTING DOOR TO REMAIN NEW LOUVERED DOOR KEY NEW WOOD FRAMED WALL EXIST WOOD FRAMED WALL (STING CB W LL • R OPOSED ..00 WALK; :LANDING A '. HEIGHT . .INT FLOOR' 8' 8' .. PROPOSED' CONC. • ' ,. ; WALK . . .RAMP' UP•• • TO LANDING NOTE: PROVIDE DEPRESSED SLAB FOR SHOWER; SEE SHEET A3 FOR DETAILS OF WHEELCHAIR ACCESS. 'PROPOSED STEEL DOOR NICH T , ILED SHOWER CLOSET 5' 5 J <- PROPOSED WOOD " POCKET DOOR ` 3'x8• -8• �D NICHE PROPOSED BEDROOM AI FIN. FLR ELEV. 10.30' N.G.V.D. CUT NEW DOOR OPENING 1/2" HIGH THRESHOLD, MAX. PROPOSED WINDOW REPLACE EXISTING WC MIRROR SHAPE OF WALK SIDE NOTE: BREAK CURB AND SLOPE WALK FLUSH TO DRIVEWAY FOR WHEELCHAIR ACCESS. PROPOSED S BATH WOOD 3 -8 •• . • • • • EXISTING DRIVEWAY WOOD DOOR 3'x8' -8• OPOSED 8'Wx6'- SLIDING GLASS • ' • DOOR ' - 1/2" HIGH THRESHOLD, MAX, FILL EXISTING DOOR OPENING EXISTING CONC. WALK If REMOVE EXISTING CONC. STEPS (2) PROPOSED WOOD STEPS SEE SHEET A4 UP CUT NEW DOOR OPENING CUT NEW DOOR OPENING PROPOSED FAMILY ROOM ® F I0N 3 0 .FL ' ELEV. 1. N.G.V.D. PROPOSED WINDOW • 2' -11 "- MASS ° DOOR •r8•-8• PROPOSED WOOD D DOOR ABINET OVERHEAD PROPOSED LAUNDRY PROPO DRYER EXISTING KITCHEN GLASS PROPOSED 3 -8 EXI STING OFFICE REMOVE ALL EXISTING CABINETRY, REMOVE PANELING, INSTALL NEW GYP. BD., REPAIR ADJACENT WALLS, CEILING & FLOOR, PAINT. 0 0 0 0 - RELOCATE EXISTING REFRIGERATOR, OUTLET & WATER SUPPLY PPPROPOPOSED REMOVE EXISTING WO 2- +5( 3 7- INSTALL NEW GYP. BE ALIGN NEW PARTITION WITH END OF EXISTING WINDOW UNIT AI N FIN. FLR ELEV. 11.87' N.G.V.D. EXISTING LIVING ROOM EXISTING CONC. PAVING EXISTING DINING ROOM EXISTING GREAT ROOM :XISTINC A/C EXISTING BEDROOM EXISTING BATHROOM EXISTING BEDROOM WC LAV WC EXISTING BATHROOM GENERAL NOTES: 1. PROVIDE 1/2" GYP. BD. ON 1x2 PRESSURE TREATED FURRING STRIPS ® 18" o.c. AT INTERIOR OF ALL CBS WALLS. 2. REMOVE EXISTING CRACKED PLASTER CEILINGS AND REPLACE WITH 1/2" GYP. BD. IN ALL CONVERTED ROOMS. 3. ALL POURED CONCRETE SHALL BE 3000 PSI MINIMUM AT 28 DAYS, EXCEPT SLAB WHICH SHALL BE 2500 PSI, 4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 5. DO NOT SCALE OFF OF DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS IN ALL CASES. 6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS PRIOR TO BEGINNING WORK. 7. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 8. CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY SITE AT ALL TIMES. ALL DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 9. INTERIOR WOOD TRIM TO MATCH EXISTING HOUSE. 10. CONTRACTOR TO INSTALL 12" FIBERGLAS BATT INSULATION IN ATTIC OVER THE ENTIRE AREA OF NEW WORK. FLOOR PLA 0 1 U 0 SCALE 1/4"=r-o" N w LU co f- y r ui z (.O SEAL SHEET Al 1/4"=r-o" SCALE N DRAWINGS ISSUED: FOR PERMIT: JANUARY 10, 2002 ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754-6452 PAINTED WOOD PAINTED STEEL DOOR PROFILE TO MATCH EXISTING DOORS DOOR - PROFILE TO MATCH EXISTING DOORS ii/ i/ WOOD- FRAMED GLASS DOOR. PAINTED FINISH STEEL WOOD WD /GL DOOR TYPES DOOR SCHEDULE * VERIFY ALL DIMENSIONS IN FIELD* DM SIZE W x H TYPE INTERIOR EXTERIOR FINISH HARDWARE REMARKS ROOM ENTRANCE 3'- 0 "x6' -8" 2' -4x6 -8" PAIR -6 -O'x6 -8" STEEL EXT PAINT ENTRANCE WOOD WOOD WOOD INT INT INT PAINT CLOSET ROOM CLOSET WALK- IN CLOSET PAINT SLIDING DOORS 3 - 0 i 6 F PAINT POCKET DOOR POCKET DOOR PRIVACY BROOM 3`- Ox6 -8' WOOD WOOD INT INT PAINT ROOM 3 -0 "x6 =8 PAINT PRIVACY BRUSHED CHROME LY ROOM PAIR -8 -0 x6` -8' 3' -0 x6 - __.. 3'- 0x6 --8" GLASS WD/GL W ... WOOD EXIST. INT INT EXT SANDTONE ANDERSEN FWGL 8068R FAMILY ROOK PAINT PAINT PRIVACY LAUNDRY ROOM PASSAGE TING LIVING RM INT PAINT PRIVACY RE —USE EXISTING LOUVER DOOR VERIFY INFIELD(30?) 2 x6 8" HEN POCKET DOOR WOOD INT PAINT POCKET DOOR EXISTING DOOR TO REMAIN TING LIVING_ EXISTING TO REMAIN EXIST. INT PAINT EXIST. T. LINEN CLOSET VERIFY IN FIELD WOOD INT PAINT CLOSET NEW LOUVERED DOOR _ 1/4"=r-o" SCALE N DRAWINGS ISSUED: FOR PERMIT: JANUARY 10, 2002 ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754-6452 BEY NEW WOOD FRAMED WALL EXISTING WOOD FRAMED WALL PROPOSED ' ..CONCVALK LANDING A '. HEIGHT ' .INjf OR ;PROPOSED. CONC. ' WALK: :'UP'' TO LANDING NOTE: PROVIDE DEPRESSED SLAB FOR SHOWER; SEE SHEET A3 FOR DETAILS OF WHEELCHAIR ACCESS. 0 z 8' -S' m N PROPOSED.' STEEL DOOR 3'x8' - • CLOSET 5' 5 J 4--- ppppET� • —‘10 - 1 �POCKEI n 3'xe-a• NICHE PROPOSED BEDROOM FIN. FLR ELEV. ® 10.30' N.G.V.D. CUT NEW DOOR OPENING 1/2" HIGH THRESHOLD, MAX. REPLACE EXISTING WC PROPOSED BA SEE SHE PROPOSED WINDOW NOTE: BREAK CURB AND SLOPE WALK FLUSH TO DRIVEWAY FOR WHEELCHAIR ACCESS. WOOD DOOR 3'xe' -8• EXISTING DRIVEWAY MATCH BEGINNING OF WALK AT OTHER SIDE OF DRIVEWAY WOOD DOOR 3'xe' -8' OPOSED 8'Wx6'— SLIDING GLASS • '.DOOR'' :1/2" HIGH THRESHOLD, MAX. EXISTING CONC. WALK FILL EXISTING DOOR OPENING , REMOVE EXISTING CONC. STEPS _ ----� (2) PROPOSED WOOD STEPS SEE SHEET A4 CUT NEW DOOR OPENING CUT NEW DOOR OPENING PROPOSED FAMILY ROOM FIN. FLR ELEV. 10.30 N.G.V.D. PROPOSED WINDOW ■•••••••4 2' -11 "- GLASS ' xe' -8` PROPO RELOCATE EXISTING REFRIGERATOR, OUTLET & WATER' SUPPLY POCKET PO D OR 2 4'x8' -8' P Sic DO 3'x8' -8' BINET OVERHEAD PROPOSED LAUNDRY PROPOSED EXISTING KITCHEN GLASS DOOR 3'( -8 EXISTING OFFICE REMOVE ALL EXISTING CABINETRY, REMOVE PANELING, INSTALL NEW GYP. BD., REPAIR ADJACENT WALLS, CEILING & FLOOR, PAINT. 0 0 0 0 ALIGN NEW PARTITION WITH END OF EXISTING WINIDOW UNIT REMOVE EXISTING WO INSTALL NEW GYP. B FIN. FLR ELEV. gib 11,87' N.G.V.D. EXISTING LIVING ROOM EXISTING CONC. PAVING EXISTING DINING ROOM EXISTING GREAT ROOM EXISTING BEDROOM EXISTING BATHROOM :XIA /C NC EXISTING BEDROOM LAV WC U EXISTING BATHROOM GENERAL NOTES: 1. PROVIDE 1/2" GYP. BD. ON 1x2 PRESSURE TREATED FURRING STRIPS © 18" o.c. AT INTERIOR OF ALL CBS WALLS, 2. REMOVE EXISTING CRACKED PLASTER CEILINGS AND REPLACE WITH 1/2" GYP. BD. IN ALL CONVERTED ROOMS. 3. ALL POURED CONCRETE SHALL BE 3000 PSI MINIMUM AT 28 DAYS, EXCEPT SLAB WHICH SHALL BE 2500 PSI. 4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 5. DO NOT SCALE OFF OF DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS IN ALL CASES. 6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS PRIOR TO BEGINNING WORK. 7. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 8. CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY SITE AT ALL TIMES. ALL DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 9. INTERIOR WOOD TRIM TO MATCH EXISTING HOUSE. 10. CONTRACTOR TO INSTALL 12" FIBERGLAS BATT INSULATION IN ATTIC OVER THE ENTIRE AREA OF NEW WORK. FLOOR PLA\ PROPOSED GENERAL NOTES: 1. EXISTING ROOF AND WALLS TO REMAIN UNTOUCHED, EXCEPT AS NOTED. 2. ALL CMU INFILL PANELS SHALL HAVE FILLED CORES W/ #5 STEEL REBAR 0 2' -0" oc. DOWEL NEW WALL PANEL TO SIDES OF EXISTING OPENING 0 16" oc VERTICALLY W/ (1) #3 STEEL DOWEL, 6" EMBEDMENT AT EACH SIDE. WINDOW & DOOR NOTES: INDICATES WINDOW BY PGT OR EQUAL: PAIR OF C -24, MILL— FINISH AWNING UNITS CLEAR GLASS, BLACK PLASTIC INSECT SCREENING 1. VERIFY ALL DIMENSIONS WITH MANUFACTURER. 2. ALL EXTERIOR DOOR GLAZING SHALL BE CLEAR, TEMPERED GLASS. 3. CONTRACTOR SHALL PROVIDE PRODUCT INFORMATION FOR NEW DOORS AND WINDOWS TO VERIFY COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE. 4. CONTRACTOR SHALL PROVIDE PRODUCT INFORMATION FOR NEW HURRICANE SHUTTERS AT ALL NEW OPENINGS TO VERIFY COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE. RELOCATED EXISTING IRON GATE CUT OPENING IN EXISTING CBS WALL EXISTING WINDOW TO REMAIN NOTE: TO COMPLETELY HIDE JOINTS, COVER ENTIRE WALL SURFACE OF THIS AREA WITH METAL MESH & 3 —COAT, 3/4" STUCCO. FIX MESH TO CMU W /2" TAPCONS & 1" WASHERS 0 6" o.c. EXISTING ROOF TO REMAIN EXISTING WINDOW TO REMAIN EXISTI ING ROOF TO REMAIJN EXISTING ROOF TO REMAI N EXISTING DOOR TO REMAIN EXISTING - WINDOW TO REMAIN PROPOSED 24 "x24" ACCESS/VENT PROPOSED CMU INFILL WALLS EXISTING WINDOW TO REMAIN NORTH ELEVATION PROPOSED WINDOW IN ENLARGED OPENING REMOVE EXISTING WINDOW WEST ELEVATION SOUTH ELEVATION EXISTING ROOF TO REMAIN EXISTING -- WINDOW TO REMAIN EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIN PROPOSED DOOR BEAM: SEE STRUCTURAL DRAWINGS PROPOSED SLIDING GLASS DOOR PROPOSED CMU INFILL WALLS EXISTING WINDOW TO REMAIN F- LU Li 0 Ln z CD e z 2 3a c H w w tr I co11 1 LIJ Z SHEET SEAL 2 NICHE; PROVIDE FRAMING AND DUROCK BACKING FOR FULL SIZES TILE 1 1 1 1 i t 5- • -s.1' r,'•.:." W' i vy .:: DRYER 00 SHOWER ELEVATION WEST WALL WASHER 0 0 LAUNDRY ELEVATION SOUTH WALL PAINTED GYP. BD. WALL CABINETS TO BE SELECTED BY OWNER, PURCHASED & INSTALLED BY CONTRACTOR PAINTED GYP. 8D. WALL APPLIANCES BY OWNER - TILE BASE PAINTED GYP. BD. WALL 4 1/4" x 4 1/4" CERAMIC TILE TO 6' HEIGHT AT THREE WALLS OF SHOWER. STAINLESS STEEL GRAB BAR SHOWER PAN: RECESSED IN SLAB TILE FLOOR SLOPED TO DRAIN 1 1/2" SET IN MORTAR BED 1" MIN. ON PVC MEMBRANE TURNED UP 8" AT PERIMETER, CLAMPED INTO DRAIN. NICHE; PROVIDE FRAMING AND DUROCK BACKING FOR FULL TILE SIZES 4 1/4" x 4 1/4" CERAMIC TILE TO 8' HEIGHT AT THREE WALLS OF SHOWER. WASHER E SHOWER CURTAIN ROD 0 6' HIGH MIRRORED MEDICINE CABINET SELECTED BY OWNER PEDESTAL SIINK SELECTED BY OWNER LAUNDRY ELEVATION WEST WALL TOILET SELECTED BY OWNER NOTE: DEPRESS NEW CONC. SLAB AT SHOWER THRESHOLD TO SHOWER SHALL BE NO HIGHER THAN 1/2" TO ALLOW FOR WHEELCHAIR ACCESS. BATHROOM ELEVATION SOUTH WALL INSTALL TOWEL BAR TO BE SELECTED BY OWNER TILE BASE PAINTED GYP. BD. WALL PAINTED GYP. BD. WALL CABINETS TO BE SELECTED BY OWNER, PURCHASED & INSTALLED BY CONTRACTOR CERAMIC TILE BACKSPLASH 24 "x24" DEEP SINK TILE BASE PAINTED WOOD DOOR STAINLESS STEEL GRAB BAR INSTALL TOWEL BAR TO BE SELECTED BY OWNER 4 1/4" x 4 1/4" CERAMIC TILE TO 6' HEIGHT AT THREE WALLS OF SHOWER. SHOWER CURTAIN ROD 0 6' HIGH J 1 NICHE; PROVIDE FRAMING AND DUROCK BACKING FOR FULL TILE SIZES 2 r t ti • f •ti . t:?r:' y� 5 7 t r, � ': + i 3 l BATHROOM ELEVATION C NORTH WALL NOTES: 1. ALL DIMENSIONS ARE TO FINISHED SURFACES. 2. CABINET STYLES TO BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD SELECTION. CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 31,000,00 FOR LAUNDRY CABINETRY, NOT INCLUDING INSTALLATION. INTERIOR DETAILS SCALE 1"=1•-ow W W 0 0N Z z o (4 � SEAL 0 0 rfi w cr 0 Z SHEET A3 L_ t rn EXISTING ROOF TO REMAIN — EXISTING PLASTER CEILING EXISTING REINFORCED CONCRETE TIE —BEAM PROPOSED INTERIOR DOOR EXISTING INTERIOR FLOOR PROPOSED 3/4" OAK THRESHOLD PROPOSED TREATED WD. 2x10 (5) 1/2" x 8" BOLTS, STAGGERED, SET IN EPDXY 1 0 0 0 0 t o BUTT TO WALL 7 ryamnoloc lliMm+WimN►mlblm i±110 .ommol►\.`imam 4 RAISE CEILING IN THIS AREA FOR 6' -8" MINIMUM HEAD CLEARANCE OVER STAIRS PER SFBC 3/4" OAK CAP K EWALL GUARDRAIL: 1/2 GYP BD. & 1/2" PLYWOOD BOTH SIDES OF 2x4 FRAMING 1 1/2" DIAM. HANDRAIL STAINED WOOD RETURN TO WALL 3' STAIRS: 3/4" OAK ON 3/4" PLYWOOD GLUE ALL JOINTS d d 4 4 4 WALL SFCTIC\ I\HR(OR ST -PS 1" = 1, -0„ (D N PAINTED WOOD BASE PROPOSED FINISHED FLOOR PROPOSED CONCRETE SLAB EXISTING CONCRETE SLAB EXISTING CARPORT ,CEILING ELEV. 17.84' PROPOSED FINI S HED FLOOR / ELEV. 10.30' CROWN OF STREET / ELEV. 9.63' EXISTING CARPORT SLAB ELEV. 9.51' 4 EXISTING ROOF TO REMAIN EXISTING ROOF STRUCTURE EXISTING PLASTER CEILING TO BE REPLACED W/ 1/2" GYP. BD. 4 PROPOSED REINFORCED CONCRETE BEAM SEE STRUCTURAL DRAWINGS PROPOSED ALUMINUM DOOR NOTE: THRESHOLD FLUSH WITH FINISHED FLOOR PROPOSED FINISHED FLOOR PROPOSED CONCRETE SLAB EXISTING CONCRETE SLAB 4. 4 4 4 4 4 0 t STEPS — SEE STRUCTURAL ARC WALL SCT CO \C. BIA 1 " = 1' - 0" EXISTING CARPORT CEILING ELEV. 17.96' BOTTOM OF EXISTING CONCRETE BEAM ELEV. 16.34 PROPOSED FINISHED FLOOR ELEV. 9747 lu. 30' CROWN OF STREET / / ELEV. 9.63' EXISTING CARPORT SLAB / / ELEV. 9.51' EXISTING GARAGE FLOOR / ELEV. 9.39' EXISTING FINISHED GRADE i v ELEV. 9.25' ITICTJRAL WALL SCTLO\S SCALE 1 „_ 1 ._ o „ 0 0 N O D 1 (1) z - Q Z 2 - CC 0 o c LIJ F- W 0 oo Uw z W M w Q = N Q CC � 4 � CC CC CD O CC OCI O O Ul Z Z - O N • < SEAL SHEET A4 L CONTROL WIRING TO OTHER SMOKE DETECTOR INSIDE THE SAME UNIT. SEE PLANS SMOKE DETECTOR CONNECTION DETAIL N.T.S. KITCHEN OR BATH LIGHT \O G.F.I. SWITCHED LEG B5,7 B2,4 30A, 240V, 2P, N3R NON -FUSED DISC. SW. FOR EXISTING SPRINKLER PUMP. WP A39 A39 SWITCH A39 EXISTING PNL A A39 A39 SMOKE DETECTOR NOTE 1: NEUTRAL SMOKE DETECTOR W/ BATTERY BACK -UP LINE SIDE OF SWITCH 120 V. LINE SMOKE DETECTORS SHALL BE TIED TO EXISTING CIRCUIT AS IT IS INDICATED ON DETAIL IN THIS SHEET. COMBINATION SERVICE ENTRANCE DEVICE. • d a d + A4 0 r fJ A A41 = A41 ■ A37 ONLY FOR FAN SINGLE REC. UNDERCOUNTER FOR NEW GARBAGE DISP. A41(6 (E) ONLY FOR LIGHTS A4 (E) A2 l�f A4 TIE THIS TO THE EXISTING CIRCUIT ABOVE COUNTER. REUSE THE EXISTING REFRIGERATOR CIRCUIT AND REPLACE THE RECEPTACLE. (E) O 0 O 0 ( A4 A4 11 1 Ci d REUSE THE EXISTING CIRCUIT NUMBERS FOR WASHER MACHINE AND DRYER AND RELOCATE IT'S CORRESPONDING RECEPTACLLES. EXISTING TO REMAIN. ELECTRICAL FLOOR PLAN SCALE: 1/4 " =1 ' -0" SITE INVESTIGATION NOTE ELECTRICAL FIXTURE LEGEND 0 0 0 x b ® _ L�J WP n $ 4 JUNCTION BOX CEILING MOUNTED FIXTURE RECESSED LIGHT WALL MOUNTED FIXTURE GFI RECEPTACLE GFI RECEPTACLE 6" ABOVE COUNTER SINGLE RECEPTACLE 2 POLE OUTLET RECEPTACLE EXHAUST FAN WEATHER PROOF SWITCH DIMMER SWITCH. SWAY SWITCH TELEPHONE TELEVISION CABLE OUTLET SMOKE DETECTOR ELECTRICAL NOTES EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIM OR HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES NEW AND /OR EXISTING BUILDINGS, SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, NEW FACILITIES AND ALL BUILDING STRUCTURES FAMILIARIZE TO HIMSELF WITH ALL EXISTING CONDITIONS. SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES. THESE VARIATIONS ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITY ASSUMED UNDER THIS CONTRACT. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLY WITH THE N.E.C. AND S.F.B.C. CHAPTER 45 3. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. 4. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 6. COORDINATE ALL BOX LOCATION WITH BUILDING ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 8. UNLESS OTHERWISE NOTED, ALL CABLE SHALL BE COPPER. 9. INDOOR CONDUIT SHALL BE EMT. EXCEPT FOR BASEMENT. 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 1 n!_�� . j • �ilj 'e j io l A, tin E.L.M. ENGINEERING SERVICES CA No: 00008332 7884 NW 197 STREET MIAMI, FLORIDA 33015 TELEPHONE: (305) 816 -1 J75 FAX: (305) 816 -1075 E —MAIL: emarti1©bellsoutti.ne O O H N W pp v) W (V) z — (/) w LiJ 0 U LL 0 SCALE 1/4",i'-o" Lil W 4-§ N (1) ✓ LLi • tC:11_ Z M oo z L' r�r) I— F— U U7 W HE ▪ E IY � N �O < LL H— ZQ(/f W W U 1— O O' _ O O (1) Z Z =- 0 N — SEAL EDUARDO L. MARTINEZ ELECTRICAL ENGINEER P.E. #52023 S -T E -1 TYPE: LOADCENTER MAIN BUS: 225A P ANEL �� A �� SERVICE: RESIDEN11AL LOAD NEUTRAL: 225A VOLTAGE: 120/240V, 1P, 3W MAIN: LUGS MOUNTING: FLUSH (EXISTING) AIC: 10,000A i SERVICE 1 / N IN REMARKS g 8 7989 7989 REMARKS 3 3 SMALL APPLIANCE LOAD 4500 4500 60 8000 1 6 OVEN 5000 5000 2 NEW GARAGE DISP. 12 1/2 650 1 20 2 8000 1 POOL EQUIPMENT 0 EXISTING RANGE MICROWAVE NEW SMALL APP. 12 1/2 1500 1 20 1500 3 a 4 1200 30 2 5575 CEILING FANS 1600 EXISTING LOAD 10 1/2 (E) 2 30 1/2 10 NEW AHU Tr . ' 10 12 20 1 1500 1/2 12 EXISTING FREEZER 9 EXISTING DRYER TOTAL 5000 2 30 20 176 NEUTRAL LOAD CALCULATION 1/2 12 EXISTING LOAD 11 10 1/2 1 (E) 3000 Ws REST OF AT 35% 20 1 (E) 1 /2 12 EXISTING LOAD 13 14 3500 DRYER AT 70% 3500 2 35 5300 5300 m 16 NEW WATER HEATER 24746 6000 20 1 (E) 1/2 12 EXISTING LOAD 15 12 1/2 30 1/2 17 19 '° 1 15 2 3500 ,� EXISTING LOAD 14 1/2 (E) 12 EXISTING LOAD EXISTING LOAD 14 1/2 (E) 1 15 20 1 (E) 1/2 12 EXISTING LOAD 21 14 1/2 (E) 1 15 r EXISTING LOAD 15 1 (E) 1/2 14 EXISTING LOAD 23 EXISTING LOAD 14 1/2 (E) 1 15 15 1 (E) 1/2 14 EXISTING LOAD 23 14 1/2 (E) 1 15 EXISTING LOAD 15 1 (E) 1/2 14 EXISTING LOAD 14 1/2 (E) 1 15 27 Z EXISTING LOAD 15 1 (E) 1/2 14 EXISTING LOAD 14 1/2 (E) 1 15 29 IP EXISTING LOAD 15 1 (E) 1/2 14 EXISTING LOAD 1 14 1/2 (E) 1 15 MI EXISTING LOAD 50 2 7575 33 14 1/2 (E) 1 15 3/4 8 EXISTING A/C SYSTEM 33 EXISTING LOAD LOAD 14 1/2 1 15 EXISTING (E) 15 1 * 12 1/2 800 1/2 20 1/2 14 NEW LIGHTING 37 • NEW CEILING FAN 15 1 * 14 NEW LIGHTING 39 40 NEW BATH REC. 12 1/2 * 1/2 20 1/2 * 42 NEW LIGHTING 14 1/2 * 1/2 15 15 1 1/2 14 NEW LIGHTING CONNECTED LOAD: SEE LOAD CALCULATION (E): DENOTES EXISTING *: FOR LOAD SEE LOAD CALCULATION PANEL LOAD CALCULATIONS PNL A VA SERVICE SQUARE FEET OF CONDITION SPACE 2663 2663 GENERAL LIGHTING AT 3 W.S.F. 7989 7989 SMALL APPLIANCES CIRCUITS 3 3 SMALL APPLIANCE LOAD 4500 4500 RANGE /OVEN OR COOK TOP 8000 8000 OVEN 5000 5000 DRYER 5000 5000 HOT WATER HEATER 6000 6000 SPRINKLER PUMP 0 3200 POOL EQUIPMENT 0 7680 MICROWAVE 1000 1000 REFRIGERATOR 850 850 WASHER 1500 1500 DISHWASHER 1200 1200 DISPOSAL 650 650 CEILING FANS 1600 1600 EXISTING LOAD 3500 3500 CONNECTED LOAD WITHOUT A/C / LOAD 46789 57669 FIRST 10000 AT 100% 10000 10000 REST AT 40% 14716 19068 A/C LOAD AT 100% 13150 13150 TOTAL 37866 42218 AT 240 VOLT = 158 176 NEUTRAL LOAD CALCULATION VA VA GENERAL LIGHT, WASHER AND SMALL APP 13989 13989 FIRST 3000 AT 100% 3000 3000 REST OF AT 35% 3846 3846 RANGE AT 70% 5600 5600 DOUBLE OVEN AT 70% 3500 3500 DRYER AT 70% 3500 3500 OTHER SMALL APPLIANCES 5300 5300 TOTAL NEUTRAL LOAD 24746 24746 AT 240 VOLT = 103 103 SERVICE SHALL BE PROTECTED AT: 200 L TO FPL SERVICE 3 #250 MCM THWN CU 3" COND. NEW 300A, 240V, N3R, 22,000 AIC COMBINATION SERVICE ENTRANCE SEVICE Al (1) 200A MCB FOR PNL A AND 8 SPACES BUILT -IN PNL B 112 (G) (CU) PNL 8 . WP 0 200 A MCB PNL A OUTSIDE INSIDE EXIST. PNL "A" ELECTRICAL RISER DIAGRAM N.T.S. 3 #3/0 (CU) THWN + 1 #6 CU THWN (G) IN 2 "COND (2) 5/8"X1 0 GROUND ROD 6' SPACED. FINISH FLOOR TYPE: COMBINATION SERVICE ENTRANCE SQUARE D CUI2L400 N OR EQUAL SERVICE: HOUSE SERVICE PANEL "B" VOLTAGE: 120/240V, 1P, 3W MOUNTING: SURFACE (NEW) 40 2 7680 3/4 20 2 1 3200 1/2 8 EXISTING SPA 2 EXISTING SPRINKLER PUMP IMP 3 5 7 8 2 NEW CU 4 6 SPACE 8 SPACE 10 1/2 REMARKS CONNECTED LOAD: 14080 VA AMP= 14080 = 59A (E): DENOTES EXISTING 240 REMARKS PANEL BOARD & LOADCENTER NOTES Nrds6 1. ALL PANEL ENCLOSURES SHALL BE LABELED. LABEL SHALL SAY WHERE IT IS FED FROM. 2. PROVIDE ALL PANELS WITH COPPER BUS BAR. 3200 2 25 MAIN BUS: 300A NEUTRAL: 300A MAIN: 200A FOR PNL A AIC: 22,000A 3. ALL PANIFL LOADS ARE BASED IN VOLT- AMPERES EXCEPT AS OTHERWISE INDICATED. 4. ALL CIRCUIT BREAKERS & DISCONNECT SWITCHES SHALL BE LABELED. LABEL SHALL SAY WHERE IT IS FED FROM. 5. ALL PAN'EL DIRECTORIES SHALL BE TYPEWRITTEN DESCRIBING ALL CIRCUITS, AS SHOWN ON PANEL SCHEDULES. 6. CIRCUIT DIRECTORY HOLDERS SHALL BE METAL FRAMES WELDED TO THE INSIDE OF EACH CABINET DOOR AND HAVE TRANSPARENT COVER UNDER WHICH SHALL BE PLACED NEATLY TYPED SCHEDULES OUTLINING CIRCUIT CONTROL. 7. ALL NEW BRANCH CIRCUIT BREAKERS SHALL MATCH EXISTING CONDUCTOR SIZE, IF CONDUCTOR SIZE IS LESS THAN CIRCUIT BREAKER SIZE, CHANGE CONDUCTOR TO MATCH CIRCUIT BREAKER. E.L.M. ENGINEERING SERVIIES CA No: 00008332 7884 NW 197 STREET MIAMI, FLORIDA 33015 TELEPHONE: (305) 816 -1)75 FAX: (305) 816 -1075 E —MAIL: emartil©bellsouth.net O 0 N ICI c D N U (r) D � . -z Q � w o � U) LJ W 0 SCALE /4 " =1' -0" w (f) W cc W 11 ........ cn co - M ) U LLJ _ c a N Li- Q I— O NO Z UJ W W EY O -O rr�= O O U) z z � _ ' Q O N - SEAL SHE -T U7 LiJ 0 U) EDUARDO L. MARTINEZ ELECTRICAL ENGINEER P.E. #52023 E -2 FAN -COIL DESOLATION CFIr 1611M EMMA F ELECTRICAL CAA YANlJF71G FIEF. (Nr a9S WMIl. SINS= we os 1a175 PIIMES HMO Rs j FUSES U . SUO. COO. AHU -1 800 23.0 16.7 87 80 240 1 5 23 30 RHEEM RBHA- 14J06SFCAIJ 1/4 3/4 1 CONDENSING UNIT oEa1oF1At1oN MIL mamma Q 11 C#l. MA IWSJfl . FIEF. um' 0885 OR SEER ► SEMED VGurs PHASES w _ Min EUSES CU -1 23.0 95 240 1 14 20 RHEEM RAKA024JAZ 1(0.15 . J ` I ADITIION HVAC DESIGN REQUIRE: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATE ENCLOSURE x FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL r CONDENSING UNIT CONCRETE BASE W /6X6 -10 /1O WWF ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT (SEE PLAN FOR SIZE & TYPE) TYPICAL ROOF CAP DETAIL C@ DRYER AND /OR TOILET EXH. CU -1 r 4 i �6 \ �� R o Rp- ok- 41.■ .4 • ►�iiii�♦ • �i � i � i � i � i � i�.4 PTIE CLOSET CG 0 C W 4 "0 BEDROOM REF LINES UNDER SLAB (SEE DET) UNIT MUST BE INSTALLED TO WITHSTAND 125 MPH HURRICANE FORCE WINDS CG 25 CF 3W M 9'0 10 "0 RAG 14x1, PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN 4 "0 r 6 "CLEAR FROM FINISH ROOF 4'0 GMD (26 Go) UP THRU ROOF /WP CAP INSECT SCRE N & BDD CG 0 C W 1 " xJ2 "x12' 12 ,H 12x8 SUCTION LINE W/ 1/2 ARMAFLEX INSULATION & VAPOR BARRIER N.T.S. i �ss F j EF AHU - - r I CG 10x8 3W 200 CFM 10 "0 MECHANICAL FLOOR PLAN SCALE: 1/4 " =1' -0" C MOUNTING- DETAIL BATHROOM 14f xJ2"x12" 2 H POWER & CONTROL LOCATION 8 "0 LIQUID LINE W/ 0 INSULATION CG 10x8 3W 200 CFM RAG 14x12 FASTENED C.U. TO SLAB W/ 4-1/2"0 x 1-1/2" A.B. (ONE AT EACH SUPPORT) AND PROVIDE SOLID ISOLATION PAD FOR CORROSION INHIBITOR N.T.S. 7 FAMILY ROOM 3/4' DEEP x 1/8" POWERED ACTUATED PINS. FLEX . DUCT . UP TO 29 " WITH OR /G" DEEP. EF -1 - EXHAUST FAN NUTONE MODEL LS -50 50 CFM ® 1/4" SP, 115 V , 1.1 AMP CEILING MOUNTED, BDD BUILT -IN 3 "WIDE x 28 GA G.M. STRIP AT SUPPORT. 1" WIDE x 22 GA STRAP @ 8"-0 0/C PINS. DUCT HANG DETAIL GENERAL I-I.Y.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 South Florida Building Code and the latest edition of the following publications: ( MANS 89.1 Mechanical Refrigeration (b) NFPA Pamphlets 90A1 & 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 match color or AIRGUIDE or approved equal. 6. Provide opposed blade 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 piping shall be copper type "L" with 3/4" armafle;x. 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 owiner. N.T.S. A/C STAND RIGID DUCT UP TO 29" WITH OR 16" DEEP. 3 WIDE x 28 GA G.M. STRIP AT SUPPORT. PACK VOID SW/ ARMAFLEX & COAT W/ SILICONE SEALANT FOR TIGH CLOSURE NOTES: CONCRETE SLAB REFRIGERANT LINES UP THRU CONCRETE SLAB. EXHAUST FAN HANGING BRACKET (ADJUSTABLE) 1" MI PVC PIPE -RUN UNDER SLAB SEE FLOOR PLAN FOR LOCATION (SCH. 40 W/ SOLVENT WELD JOINTS) USE 4" OR 5" PIPE AS REQUIRED CEILING MOUNTED CABINET EXHAUST FAN DETAIL N. T. S. THEN RUN REF. PIPING IN WALL SPACE HARD TUBING SOFT TUBING REFRIGERANT LINE PIPING DETAIL. N.T.S. 1. CONCEALED OR NOW REMOVABLE JOINTS SHALL NOT BE INSTALLED BELOW SLAB 2. PVC. SCH. 40 SLEEVE SHALL BE 2" LARGER THAT THE PIPE INSULATION ENCASED. HAVING AN ANGLE NO GREATER THAN 45 DEGREES WITH THE ENCASED REFRIGERANT PIPING REMOVABLE FOR REPLACEMENT. 4 "0 EXHAUST DUCT STEEL HANGER WIRE TYPICAL CEILING CABINET EXHAUST FAN WITH BACKDRAFT DAMPER, LOW NOISE LEVEL AND NO VIBRATION. FRONT FACE GRILLE WITH FASTENING SCREENS REFRIGERATION LINES A/C DROP CEILING GYPSUM BOARD FILTER/FAN ACCESS PANEL t RETURN GRILL ALL N.UJ.N. CONNECTIO TO BE SIDEWAYS LEGEND rig FT N DD - LI OAT. 5.R CD CG NP. FLD CU ANU UC / AIR DUCT mu ji � . PROVIDE OVERFLOW PAN ON UPPER FLOORS ONLY � REF. PIPE SLEEVE AT GROUND FLOOR ONLY (SEE DETAIL) 8c E. W. H. CLOSET INST 24X24 CD -(SEE SCHEDULE) DUCT TO MATCH NECK SIZE TTP. CEILING GRILLE SEE 5IZE SCHEDULE DUCT TO MATCH NECK SIZE T)P. RAG -( RETURN AIR GRILL)) vOL LP1E DAMPER THERMOSTAT N. T. S. 1 DUCT MOUNTED 5MCKE DETECTOR SEE FA RISER FOR SPECS. AIR FLOW DIRECTION ( ARROW5 DENOTE 1 WAY, 2 WAY, ETC., SEE PLANS RETURN OR EXHAUST, SEE PLANS. WALL MOUNTED 51DE REGISTER EXHAUST FAN OUTSIDE AIR INTAKE SIDE REGISTER CEILING DIFFUSER CEILING GRILLE NEAT HPPP LNIT FULL LOUVERED DOOR CONDENSING UNIT AIR HANDLER UNIT UNDERCUT DOOR FOR AIR RETURN NEATER ACCESS STRIP PANEL COIL ACCESS PANEL 12' MIN. SLAB OR TRUSS BOTTOM UMBING) ALLATIO N E.L.M. ENC4NEEFt103 MINCES CA No 00008332 7884 NW 197 SWEET MIAMI, R-ORDA 33015 'TELEPHONE: (305) 816 -1075 FAX= (305) 816-1075 E-MAL •i SCALE 1/4 " =1' -0" N (1) tY W w W W Flo co LLi Z co Z w t CY I- I- U(n W I- - a " _ c N Q L'- Z Q U) UJ W bJ 0 I-O CC CC O O (n Z Z _ Q N co V) V) 0 Li M SEAL JOSE A. MBACEZ A E HANICAL ENGINEER PE 153288 SHEET M -1 PROVIDE CAP RFORATED OFF FOR 1 /4' PE FOR VENT PROVIDE 3/4' PVC OVERFLOW ( Ns' BELOW GROUND SLAB) NOT SNO(.(.N FOR CLARITY • N.WN. (SEE PL 1 P.V.0 L " DRAIN PAN AT UPPER FLOORS ONLY NOT ON It OR GROUND FLOOR TELEPHONE: (305) 754-6452 ARCHITECT RESIDENCE FIXTURE CONNECTION SCHEDULE ITEM TRAP, WASTE do SOIL WATER COLD HOT WATER CLOSET 3" 1/2" — — TUB 1 - 1 /Y. 1 /2" 1 /2" WHIRLPOOL 1 -1/2"• 1/2" 1/2" BIDET 1 -1 /r. 1/2" 1/2" LAVATORY 1 -1/4" 1/1 I/2" KITCHEN SINK 1 -1 /r. 1/2" 1/2" DISHWASHER 1" hose — — 1/2" CLOTHES WASHER r l /2' 1/2" HOSE BIB8 — — 1/2" _ _ FLOOR DRAINS r r/2" _ _ SHOWER 2 " 1/2" 1/2" REFRIGERATOR _ _ 1/2" _ _ W.C. FLUSHOMETER r _ _ URINAL 2" 3/4" — — r r EXISTING 900 GALLONS CAPACITY SEPTIC TANK OF CONCRETE TO REMAIN AND CAPABLE FOR THE NEW ADITTION PLUS THE EXISTING HOUSE (SEE CALCULATIONS) CLOSET BEDROOM 2 "0 (2 FU) 2" 0 CD DISCHARGE OUTSIDE 4 6" AFG IN PERCOLATION AREA 1- 1/2 "0(1 FU) 2 "0 VTR ® FCO (7 FU) DOWN 1® / TO EXISTING AREA • •' 0 A. ..411 • 1.2f0( FU 65 GALS CAP. NEW E.W.H. SEE DETAIL FOR SPECS 3' 0( FU • SEPTIC TANK CALCULATIONS THE NEW A/C TOTAL AREA IS 2866 SF( THIS MEANS 300 GPD FLOW) AS PER TABLE 300 GPD FLOW REQUIRE 900 GALLONS SEPTIC TANK CAPACITY (THE EXISTING COMPLY WITH SOUTH FLORIDA HRS CODE) SITE INVESTIGATION NOTE • 0 OVERHEAD / FROM EXISTING HWH TO BE REMOVED BATH OM EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIM OR HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES NEW AND /OR EXISTING BUILDINGS, SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, NEW FACILITIES AND ALL BUILDING STRUCTURES FAMILIARIZE TO HIMSELF WITH ALL EXISTING CONDITIONS. SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES. THESE VARIATIONS ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITY ASSUMED UNDER THIS CONTRACT. EXISTING 4'0 SAN. LINE • I FAMILY ROOM 3/4" 0 RVD LINE DISCHARGE v OUTSIDE ® 6" AFF. PLUMBING FLOOR PLAN SCALE: 1/4 " =1 ' -0" NOTE: ALL .SANITARY PIPE 2 "0 OR SMALLER SHALL RUN ® 1/4" SLOPE PER L.FT. 3" AND LARGER ® 1/8" SLOPE PER L.FT. GENERAL PLUMBING NOTES I. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED 19 CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SI4ALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS A$ HOW TO PROCEED. 2. THE DRRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SNOWING IN DETAIL OR TO SCALE ALL OF THE MNOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWIINGS 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 MODIFIICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WOORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK . 3. EXAMINE ALL DRAWING5 CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS 61401.1.t.4 ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTrRICAL AND SPRINKLER DRAWINGS WITI.OUT ADDITIONAL EXPENSE TO THE OWNER IF DISCREPANCIES , CONFLICTS , INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOT1Prr IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE SIDS 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 15 TO BE DONE IMMED)IATELY WHEN DIRECTED BY TI-4E OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL SE CONSIDERED AS ACCEPPTANCE 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 DAM44E AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULER OR ORDINANCES. 3/4' THICK (MIN.) PIPE TO OUTSIDE OF BUILDING & DISCHARGE 6' ABOVE GRADE HEAT TRAP PER ENERGY CODE HOT WATER I SUPPLY LINE WATER HEATER PAN ( ❑MIT ON GROUND FLR) UNION EMBLEM AND RATING PLATE ELECTRICAL ACCESS PANELS PAN DRAIN / PARALLEL TO / P &T RELIEF TEMPERATURE AND PRES. RELIEF VALVE 11 1 HOT WATER HEATER DETAIL N.T.S. EWH SHALL BE "A.O. SMITH" OR APPROVED EQUAL MODEL NO. EES -66 WITH 65 GALLONS STORAGE TANKS, DUAL NON- CONCURRENT 6.0 Kw. ELEMENTS AT 240 VOLTS, WITH A 88 G.P.N. DRAW AND 22 G.P.H. RECOVERY AT 100 DEG. TEMP. RISE WITH AN ENERGY EFFICIENCY OF 0.87 MINIMUM. 1. PROVIDE MEANS 'FURNISH AND INSTALL'. S. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE, 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH SLOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10. AT COMPLETION OF JOB TI-4E PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN A5 -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER ANY BREAKDOILN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED. 14. PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE. 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DI- ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION OF UNITS AND DRAINS. 17, MATERIALS A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE 'L' COPPER BELOW GROUND AND TYPE 'M' COPPER ABOVE GROUND. B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE 'K' SOFT COPPER INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB. C. SANITARY WASTE AND VENT 4'4) AND SMALLER SHALL BE P.V.C., SCHEDULE 40 S. STORM LINES INSIDE BUILDING SHALL BE P.V.G. SCHEDULE 40 E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE SCHEDULE 40, PVC. F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PvC PIPE AND FITTINGS. G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE 'L' COPPER MIN 3/4' DIA. FIRE RATED PENETARATION NOTE WHEN FIRE PENETRATION OF PIPING OCCUR SHALL BE PROTECTED BY ASSEMBLY No. W -L -2088, UL APPROVED UNION ELECT. CONN. �-- SHUT -OFF VALVE ELECTRICAL JUNCTION BOX DRAIN VALVE HOSE CONNECTION * DENOTE: Y UNDER GROUND NOTE: PROVIDE ANTI SCALD VALVE @ EACH SHOWER AND TUB WATER PIPING SIZE 0 1/2"0 CW /HW O 1/2"o CW Q 3/4 "0 CW/1/2 "0 HW ® 3/4 "0 CW /HW Q 3/4 "0 HW © 3/4 "0 CW O 1 "0 CW ELM ENGINEERING SERVICES CA Na 00008332 7884 NW 197 STREET MIAM, FLORIDA 33015 'TELEPHONE: (305) 816-1075 FAX (305) 816 -1075 E-MAL t 5 U O SCALE 1/4 " =1' -0" LLi • co z W F- U (/) W I- - 0 _ c N � �O Z Q U) W W W CC _0 0 O O O U) Z Z - _ ' Q O N SEAL JOSE A MEIDEZ MECHANICAL ENGIIEER P.E 153288 SHEET P -1 •9 6 a> 1 �3 -- EAST. a' i !A5a R-r LAU TO S9 EX131. CCNC. rr7 MOT VERPIEO) PROP. 10.%' VAC. SLAB FILL O` ER. EXIST. 'LAB F ER TO DETAIL ON M13 '44T PROP. FF. EL.: 4103' ?9T. C/.14C. r<'.H; A11GN (Not 3x3 CONC. COLUMN UJ/ 2 -5 VERTICAL BARS J (STARTER COLUMN - NO tIE5) SOCK. IP OPENING N MOCK WAL Sf3ER TO DET4q c FONT 9 - 2� 044 CONC. COLUMN LIP 0-5 VERTICAL BARS *3 TIES AT a. 0C. 3)(12 CONC. COLUMN W/ 4 -5 VERTICAL BARS P3 TES AT a' ac. 0x12 CONC. SEAM REINFORCED IU/ 2 -5 TOPi3OTT. • BARS, i3 TIES AT 4' O.C. 24: FROM SUPPORTS, REM AT 12' 0.C. U.F2412 PROP. !■' WIDE x 12' DEEP CONC. WALL FOOTING REINFORCED lU/ 2- 5 CONT. BARS r-ra'. 4' GCNC. 5L1 GN GRADE t L, 6).6 41.4411.4 Mkt OVER COMPACTED FILL5MTO AMA CEI% MOPED r- TGR 3T4' TER -- COLt.1' i 4 FROYIDE NEW --N DOUR C4-1:106 ;I EXIST. a' hLJt,Fir WALL r {I F OViDE 1 -5 ‘,ERTICAL. a / „R i,l FILLED CELL A4Or4r OF'EN,NG6 3' SURE R EA �j - VARIER COLIIN D6I6T. tt'1' Ul E C.2ktN245 TO ee CLOE '� 24' - .+� 4' -3' -- — . t — 6' f- d' -9' - - EMT. 6'1 WALL) TO RSIATl — — 21 SCALE: r F7x4'. !:124+2 CCM. FOOTNO DOT. !1't I;.110E OFSANC• TO - -- i a, EX5T. 3TEP5 TO et r , r>rw \. - C.4241FOL JON ti' $, t ;w PROP. 9V2' CONC. SLAL3 FILL i O`ER EXIST. %.4a FER TO DETAIL ON mIS ” 4T PROP. FF. EL.: 440.3' -- Exlar. 3' MA5aIRY WALL To FE1 N STARTER COLIFAi EXIT. 121 W10E OFV42Ys TO e.E G .O W -- —I rw.r. !tF 24 Ca4C. FOOT26 FouNrArIoN 1' . �t EXIST. WALL FOOTING 24'1- 1 C2 ca ,I — 26' -- ' EXIST. a' MASONRY IUALL 1 FRCP iQ E UiAL.L TAR TO C 04. 51-41 5 -3' E' T VI3T. a' M1: wal. <Y (i,'AL!- TO r•SI,A F1 VCE 2 -5 YERT?C L P•t-J N FILLED Ca L5 A.LU Ys W2400111 OPENZ iG6 A5 U 9N T1 F'LA145 PDER TO WALL 5EC1101 DETAIL c.N Ve4T 5 -1 1 BTA.. • ER .OLIi'N t - BLocx uP EX T. C4-1342-6 M WALL s3 TO ETAL al 644T 5.1 t_ 3' LICE -- - ST/ -RTER COL'J'tr EXIST. RESIDENCE TO REMAIN PROVCE W DOOR ope NEx?'3T.MAEc T - WAL BLOCK UP OPENING 3' -0' x 5 ;.'TER TO CETAL c EA-1T 5-1 5CALE: -tY — 1 /2' EXPANSION JOINT MATERIAL ALONG WALL EDGES (TYP.) PROP. SLAF3 (REFER TO FOUNDATION PLAN FOR TNICK►NESS ) x —x - — 3E EXIST. SLAB ON GRADE PRovIDE 6xxU12.4xU1)2.4 Mkt x --X- -- ._ --X 6LAB ON GRADE IN -FILL NOTE: EXIST. CONC. TIE B'1EAM - -- TO REMAIN (VERFY DEPTH) PROVIDE a' DE;:r' CAST. N T LiNTEL — 1.2rOcR EXiat. BEAM rt,Y 2 -'i aNT. BAR5 TED TO Cal.114 VERTICAL 14 E2F0PC-EVENT EXIST. a' MASONRY gal L EXIST. GRACE EXIST. WALL FOOTIN EXIST. SLAB SHALL BE CLEARED AND GREASE. PROVIDE MIN. 1 /4' DEEP x 14' LUIGE TOP SICE OF EXIST. SLAB PRIOR 11/ ADDITIONAL CONCRETE. DGAT. 2r2et CGNC,. To EXISTING REINF. BEAM TO BE SAI1CUT ALONG WALL SUPPORTS REFER TO DETAIL ON SI-4T 5-3 PROP. +RS1 CONC. BEAM SIAN &CCALE: • r -0' OF LOOSE DEBRIS, OIL GROOVES ALONG r0 FILLING Tr U. *ES /• .FtE- '•'CEILNG JO Fnr..Z DE 3' PGGt t!1/ 1- COM 8 ' ;1:4 rte. ti� . E MN. ar..,RIN OF ( rJd1Ys R00� FRAMIN& PLAN EXIST. REINF. BEAM To REMAIN x20t PROP. 4x4 LID S1.WORIN( REFER TO SNORING DETAILS ON SNT O -3 3 -3 $CoPE_oFIo Tom Mrinos,P.E. Civil /Structural Engineer, Rest. No. 61562 1839 SW 155TH Avenuo Miramar, Florida 33027 (954) 392 -7540 Fax' (954) 392 -7540 FRG'i'CE 2x4 U.O PRA11 +2k At t2' C. e11;..w4 EXX8t.1<OCF 1 Rt21245 t1.SfER TO 5EGT;Gt'( 2, CM 514T 5 -3 EXIST. RESIDENCE TO REMAIN 1 I. ENCLOSE EXISTING CARPORT AREA ALONG OOtl•a ENos OF OPENINGS W/ BLOCK INFILL AND REINF. CONC. COLUMNS. 2. EXISTING SLABS ON GRADE MALL 13E FILLED W/ CONCRETE TO A MIN. ELEVATION OF a ING14ES ABOVE EXISTING CROIUV OF ROADWAY ELEVATION FRONT;NCs TIDE PROPERTY. 3. EXISTING NORTH REINFORCED CONCRETE BEAM Sr1ALL E3E SAII,'CUT ALONG ENDS TO PROVIDE CLEARANCE OF 1'0 ABOVE PROPOSED FINISH FLOOR ELEVATION. REFER TO DETAIL ON SNT 5 -3. 4. CONTRACTOR SHALL SNORE UP EXISTING ROOF FRAMING PRIOR TO ANY DEMOLITION OP BEAM. REFER TO SI-4ORING DETAILS ON SNT 3 -2,5 -3 STUCTURAL POUNt4TION PLAN SCALE. N W SHEEF 1 k a z SALE 1/4 » =1' -0" N (1) DRAWINGS ISSUED: PRELIMINARY: JUNE 28, 2001 REVISED: I I 63 N.E. 91st STREET MIAMI SHORES, FLORIDA 33138 SHEET S - 2 2 EXISTING WINDOW TO REMAIN PANEL: 4 FP= + 43 P5F NP _ - 48 P&P ■ EXISTING WINDOW TO REMAIN EXISTING ROOF To REMAIN SEE NOTE EXIST. MASONRY IUALL VERTICAL BAR INTO FULLY GROUTED CELLS LOIUER BLOCK IUALL TO EE CUT ALONG TI-IE EXTERIOR FACE PANEL.: 4 FP = + 43 P F NP= -48 P9 SEE NOTE- FRCP. MASONRY WALL BLOCKING s"CALE: NOT TO C LE EXISTING ROOF ro REMAIN ---3 EXISTING NNW TO REMAIN - -) 1 WEST ELEVATION BLOCK UP OF'ENING j 3' WIDE xS'N1G�i (EXISr W U PANEL) SOUTH ELEVATION _ NORT ELEVATION EXISTING WINDOW TO REMAIN ` —SEE NOTE 1 WIWaysefALKinaigal )isIESVSAALL2 _ FRCP. Cl COLUMN ALONG ADJACENT WINDOW OPENING. ADJACENT WINDOW SNALL BE REMOBED AND RE -AT rAC1 ED To COLUMN EXIST. ADJACENT WINDOW TO REMAIN ExIST. CONC. CONT. FOOTING NOTE: SEE NOTE EXISTING WINDOW TO REMAIN PANEL: 4 PP = + 43 P. NP= -48 P=te ° ri EXISTING ROOF TO REMAIN ___ PANEL: 4 FP= + 42 P F NP= -45 P5F EXISTING ROOF TO REMAIN PANEL: 4 PP= + 43 P NP= -45 PSF f VERTICAL RE ;NrcRCEMENT REFER TO P,,ECTIGNS FOR DETAILS DRILL INTO EXIST. CONC. A MiN. OF 4', DOWEL No. S, EPDXY GROUT AREA. REFER TO MASONRY NOTES FOR GROUT SF'ECFICATIONS EXISTING WINNDOW TO REMAIN FP: DENOTES POSITIVE WIND PRESSURE NP: DENOTES NEGATIVE WIND FRESSUI AA A '3C/-ALL:: ''4. I . - 0 . - - -- PROP. 3' MA3ONRY WALL FRCP. 3GA LADDER TYPE 14CRILONTAL EI■FORCE1IENT PLACED EVERY °$EOUND BLOCK COI.:RSE NOTE: I. ALL I;GRIZONTAL REiNFORCEit"ENr HALL BE EMS. A MI'N. OF 4' INTO ADJACENT riE COU,fl , ;F APPLICABLE. 2. LAFT'iNG R .iN-O r<CE1 Nr 31TALL BE A MiN, OF Ih' (ONE BLOCK. LENGTH). HALL MIVORCEMENT EXIST. 1 10 ROOF FRAMING EXIST. 8x201 CONC. BEAM — TO REMAIN (3OUTI4 SIDE ONLY) PROP 8' MASONRY WALL REINFORCED I.U/ is VERTICAL 8AR5 Ar OPENINGS 1 AT 48' O.C. LIJJ c3 A V NCRILGNTAL REINVCRCEIvIENT EVERY SECOND BLOCK COURSE FRCP. SLAB ON GRADE IN -FILL REFER TO FOUNDATION PLAN FCR 1111CKNESS x iF CCALE: - ' -4— • e E- PROP. FOOTING 3 IIP2412 TYF'ICAL IUALL SECTION EXIST. CONC. BEAM TO BE REMOVED ELLIS WD POST SNCRINe AT 4' -0' O.C. MAX. SPACING PROVIDE 24 PT 10 BOTT. PLATE ON LEVEL 1 FIRM SURFACE IF TOP OF PROP. SLAB LANDING (NCRTN) PROP. FOOTING UF2412 DRILL INTO EXIST. CONC. BEAM MIN. 'o', PLACE DOWEL IN EPDXY GROUT • 8 - Tom Marinos,P.E. Civil /Structural Engineer, Reg. No. 61562 1839 SW 166TH Avenue Miramar, Florida 33027 (954) 392 -7540 Fax' (964) 392-7640 PROP. IUD SNORING 4x4 ELLIS IUD POSTS Ar 4' U.C. 4x6 WD TOP BEAM PROVIDE X- BRACING AT 4' -0' O.0 MIN. 3 PLACES EXIST. IUD ROOF FR< iNG 3PCRT AT PANEL PONT PR \VIDE IRB1 CONC. BEI FE TO DETAIL ON O 5 71E BEAM $4QING DETAIL WINrOUJ/cOORUINt FESSURES.UMLL SECI 1 ONS CiNG POST d ILS PER EXIST. SLAB ON GRADE \ OLIPPORT AT PANEL PONT SCALE AS SHOWN • REViSED: I st STREET LORIDA 33138 63 N.E. 91 MIAMI SHORES, F ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET �ilAM1 SHORES, FLORIDA 33138 - I_EPHONE: (305) 754 -6452 SHEET S mil 3 3' Zs? 3 ' 0 _1 EXIST. CONC. SLACK WALL ---4- c(:;NCRE TE STARTER COLUMN (TYP.) el EXISTING ROOF TO REUAAiN — EXISTING PLASTER CEILING EXISTING REINFORCED CONCRETE TIE—BEAM '4 BENT E3ARs AT 24' 0.0. DRILLED INTO EXIST. CONC. TIE COLIkN5,1JALL 4' -- EPDXY GROUTED PROPOSED INTERIOR DOOR — EXISTING INTERIOR FLOOR PROPOSED 3/4' OAK THRESIicso PROPOSED 1RE.ATED ND. 2x10 - (5) 1/2' x 8' BOLTS, STAGGERED. SET IN EPDXY EXISTING CBS WALL 0 _1 A i �1 DRILL FRCP. DOJ.ELS A MIN. OF 4', EPDXY GROUTED r-41.E: 3.4' 111-V E'lll T TO WALL u fl' L � PROVIDE 2x4 PT' WD FAST/ TO SIDE OF EXIST. BEAM .0 / ' %40x3' TAPCON5 AT 12' 0.C. W/ WA 2x4 WD FRAMING AT 12' O.C.! FAST. TO EXIST ROOF FRAMING I.W (4) -10di NAILS TOE NAILED TO SIDES OF BOTT. CuO - - -- 24' -- FRAMING FAST, To SIDE 1.4EADER (4)vd NAILS TOE NAILED r 3/4' OAK CAP - S _ TT TTE�T Tr1— K 'EENALL CUARORAIL: 1/2 GYP C=0. 4 1/2 - PLYWOOD 3011 S10ES OF 2x4 fRAIAiNG 1 1/2- MA. KANE/R. STNNED WOOD RETURN TO '+PALL 3' STAIRS: 3/4' OAK ON 3/4' PLYN000 GLUE ALL J0 4TS \ -- -2x4 PT UJD FRAMING M 12' 0.C. FAST, TO TOP CF SLAB W/ x 3' TAPCONS AT 6' O.C. DRILL PROP. DOWELS' 7-- A MIN. OF 4', EPDXY GROUTED Ck WALL I \ 4 , - - - - - -- 30' MIN. LAP — STARTE COLUMN t)ETAIL n-N PROPOSED FINISHED FLOOR/ PRO'O? D CONCRETE SLAB EXISTING CONCRETE SLAB / SEC1' IQN ?SCALE: 3 '4' .1c0' •O ' (4•): TO BE vER*F1ED IN FIELD 8Y GEO1ECIi.NICAL ENGINEER - PROP. SLAB ON GRADE (REFER ro FOt.INDATION PLAN) F=RCP. CONC. FOOTING SEE PLAN/SCI =EDULE EXISTING CARPORT CEILING ELEV. 17.84' PROPOSED FINISHED FLOOR /ELEV. 10.3' CROVvN OF STREET / ELEV. 9.63 EXISTING CARPORT SLAB ELEV. 9.51' EXIST. CONC. - TIE BEAM EXIST. ROOF FRAM1% TO REMAIN it $GALE: 34' • I'• L 2 J' EXISTING ROOF TO REMAIN LEXisrING PLASTER CEILING 1RBII CONC. BEAM - EXIST. CONC. BEAM REFER TO DETAIL ON TI-415 SNT ;PROPOSED 1LU1A,NL:1A 00.72 1F'ROPOSED FINISHED FLOOR — 1PROPOSED CONCRETE SLAB STN CONCRETE SVB *3 TIES AT 4' FOR 224' FROM 'SUPPORT 5C A.LE : 3 4'• 1' -0' / a^ a 0 0 Li SECTION EXIST. SEAM TO BE CUT ALONG ADJACENT WALL F 1 ORT CARE 3i4ALL BE UTILIZED AS TO ro GJIr TI-4E Ex r. REINF. 1 IRBI BEAtMCONNECTION DETAIL PROVIDE SEMCO tAPLI6 BEAT ANCI•4OR STRAPS FAST. TO EXIST. ROOF FRAMING 13 -10d NAILS t (6)10dx11/2' NAILS TO SEAT EX15T. r NF. SHALL BE LAVED W/ PROP. REINFORCEMEHT A MIN. OF 30' TROP. IRS! CONC. SEAM -> REM. OF TIES AT 12' O.C. NOTE: r -ROP. 5LAB ON GRADE IN -FILL EXISTING CARPORT CEILING ELEV. 17.96' BOTTOM OF EXISTING CONCRETE BEAM S_ ELEV. 16.34' NOTE: QE40RI►N6 OF ROOF FRAMING NOT STAIN FOR CLARITY PROPOSED FINISHED FLOOR /ELEV. 10.3' CROWN OF STREET / ELEV. 9.63' EXISTING CARPORT SLAB ELEV. 9.51' 2x4 PT 1UD 5110 BUTTED AGAINST EXIST. WALL FAST. W/ x 3' LONG TARCON3 W/ WASHER AT 6' 0C. REINF. FROM EXIST. SEAM TI-IAT EXTENDS BEYOND PROP. CEPTI-4 OF BEAM SHALL BE SEND INTO PROP. 8x24 CONC. COLUMN W /Al2'BENT - EXIST. SLAE3 ON GRADE -PROP. 02412 CONC. FOOTIW: CONTRACTOR TO VERIFY EXISTING REINF. IN BEAM PRIOR TO ANY DEMOLITION REFER TO SNORING DETAIL ON ,S1-4I 5 -2 ROOF FRAMING 51-44LL BE SHORED P JCR TO ANY DEMOLITION OR INVESTIGATION WORK r0 e.,E PERFORMED e4 -t PRIOR TO ANY DEMOLITION OF BEAM, CONTRACTOR SHALL 51 -101 UP EXIST. ROOF FRAMING AND EXPOSE BOTT. F INF. OF EXIST. BEAM FOR ENGINEER TO VERIFY EXIST. SEAM REINE. IF UPON VERIFICATION FROM ENGINEER, REIN. i5 ADEQUATE TO 5UFPCRT ROOF LOADING E3ASED ON A MAX. CLR. SPAN OF 8' -0' TEEN TI-:E EXISTING SEEM W/ A 12' DEPTI -4 51 -4ALL BE UTILIZED INSTEAD OF CONSTRUCTING NEW BEAM. Tom Marinos,P.E. Civil /Structural Engineer, Reg. No. 51662 1839 SW 155TH Avenue Miramar, Florida 33027 302 -7540 Fax• (954) 302-7540 EXIST. 8' MASONRY WALL SCALE: 3 1' • FROVIDE ADDITIONAL CLOCK AT RAILING LOCATION 2x4 WD FRAMING TOP NAILED TO STUDS I.U/ 2 -I0d NAILS (GYP.) 2x4 STUDS AT 12' O.C. i 4 4' — PROVIDE 1/2' TI-4K EXT. GRADED PLYWOOD ON EACH SIDE OF WO STUD KNEE WALL FAST. TO FRAMING W/ Sd NAILS AT 6' 0.C. AT SUPPORTS AND PANEL EDGES KNEE WALL DETAIL EPDXY DOUJELLING GROUT DOWELLING ADPESI`I E GROUT WALL E3E A 11.1.0-COMPONENT VINYL ESTER BLS RESIN CONTANED IN TWO PLASTIC CARTRIDGES SEPERATNS T E RESIN MOM tI4E MARD5NER. EMENDMENT OF RECIR DOM SHALL BE s13 81-k ON T1 °,E PLANS TO ACIIEIvE A MIN. ULTIMATE BOND 91 RES51N GC now LESS. 2x4 WO BLOCKING AT 24' 0.C. STAGGERED -\c `t s 2x4 PT WD SOT T. PLATE FAST. r0 CONC. W/ '/4 x 3' LONG TAPCONS W/ 1'0 WASHER AT 6' O.C. BETWEEN VERTICAL STUDS (TYR) srRucTuRAL WALL SECTIQNS/cETAILS 1 c o.a P o rii• Fxtsr1K.5 p n , rc3t; LAw 1. /A t.Ic X IST;NJG G troop 4" PouRED CoNCtt W tTI4 "RrtoZ &i TOPPIK16 tf RAVEL SIDEWALK h3LCr tO 3u i ` V 3.0 ZpcniTT�, C� ". , �;�CtI C.:al are - .ltt 3 res Village t a builder 1 .1z.r- or .. . ,i. i ;G t � i Cll Tt e;4 ulAt10113 ti tl -. ,ino i ►elf +'t' reg ;teth ist-" *,tai"'`. . coo =d.3e of & building DTI re inforc ed rna ` nerei�t. � � fl�.shi.cT�'. sllY iiabin wet :herein. wiring and roof cific ztt.ctrics • ,..king, lnceal id ` e inspection. �►� , �, s,�ns ;sled ,�a(�r - -- F L A` w N SGAL ; Y4 i cH MAYN /2D Cac: 1 rzRN • 6 G 3 ME 9( sr.. •. Ml��l Sus s , g: BRootts 1. CLArtA r Rt6ISTgRtD LANDscapr AttCHireXT goer V /5" /G /7 /5 2/ 22 23 K ti ■ 5 a ' S0 0 S6.7) ' SKETCH OF SURVEY Lots 19 e 20 ,B1ock 1, An Amended Plat of MIAMI SHORES, ACCORDING to the plat thereof recorded in Plat Book 10, at Page 70, of the Publio Records of Dade County, Florida. BISCAYNE ENGINEERING COMPANY Order # 21846 Civil Engineers May 19. 1950 F.B. # 850 -21 Miami Florida Scales Shown WE HEREBY CERTIFY: That the attaohed *SKETCH O. SURVEY of the above de- scribed property is true, and oorreot to the best of our knowledge and belief as recently surveyed and platted under our direotion; also that there'are no enoroaohrnents unless shown thereon. BI3CAYNL ENGINEERING COMPANY O -enne t Reeeteted Engineer # 145 Registered Surveyor # 46 STATG.. OF FLORIDA ci V /5" /G /7 /5 2/ 22 23 K ti ■ 5 a ' S0 0 S6.7) ' SKETCH OF SURVEY Lots 19 e 20 ,B1ock 1, An Amended Plat of MIAMI SHORES, ACCORDING to the plat thereof recorded in Plat Book 10, at Page 70, of the Publio Records of Dade County, Florida. BISCAYNE ENGINEERING COMPANY Order # 21846 Civil Engineers May 19. 1950 F.B. # 850 -21 Miami Florida Scales Shown WE HEREBY CERTIFY: That the attaohed *SKETCH O. SURVEY of the above de- scribed property is true, and oorreot to the best of our knowledge and belief as recently surveyed and platted under our direotion; also that there'are no enoroaohrnents unless shown thereon. BI3CAYNL ENGINEERING COMPANY O -enne t Reeeteted Engineer # 145 Registered Surveyor # 46 STATG.. OF FLORIDA or• 4" 5/L-2- y>.." Sr R 1)3 • • • 1 ts (j- 8i1,4 (1 R — '• --„:"••• • • ••-•,-••••• 4 ,` . • • "-;•":,•• •••• ••• ••••• • •••• ->-•••--••• ••• •••••••• • ••••■• ••• -•••••t• • -a. • -A!!.P.f-ACC-ciri • ‘11,ppc...)otio.1 subject to oUttflef 1.W.efi.j • . Laing, plumbing, electrical and zng codes fti.ores Vile The Architect at/ i Luilder are knowledge of all building . r,sguieltiotts . ' .--;Accifiizally indicated hereio. AU s . .r.focced pinrabing, 4Ltcd lr Ld t 1 ;It 5e sottcenled bafore iacpection. NO • C?:41 ••(4-••••• • , e !s••••Iir-solci....4, A 2/. .• ?1,1,1P: 0-4:1 • • •• st -■•=4.5 4 .: 4 roved tub1 t tO U%L &1era 44.00, - - �,0 4�rf d z ooids codes ding, ptunn4)it1, stectr: ' --f---7- oats .'11 e. 'file Arch t ct anal builder i►re chzdrst, r,• ulat ins whather of d t / ztowled�C ��, .r� ut,{.rn r rep 'Fifically ind1_asedherein. AU re inforced stee f f , SST . 4 Efllf• V1uriLt3td► electrical wiring anti J ,A . fb be i►r. ectivn. __. ..... PO MOT n0.... • • 3 EIC ! E ENCLODURE s 7 , 4. t for MR `miS MAW /ARP. = f�CNFAN r, ,-U cY . � �� �'��`` N %Ur. GIs >. 7T. /t!1/1M1 r c.v MAMA . «CR EN PANELS 2 O ; N. W. 3 et, MIAMI •11 .•••••.e- .•- ...... .. 77.7 ,: f J ""'^^` "-_„'.-- ¢!.s.- .....d's r".r +..+ ► ♦ n►.... -I"". rM.np rb. anac -4Y L 4 .• S +r, • a, --Sr-o -.. ,?:,-...a., r. - ..v-.. <. ..n -. +.wa.:"r...•- ,..a..,u,r.+a. ..s,•..��a�. -'..0 vacua .+.ra.�: n: -r .n... ^.a.r�- -Tn-ar rr.'•� ». ..- ..n.•aJ� - .- ....:. «.�rs ...... L =..�.- �r..rwr++'.M- - tr�a. i:. � - .u : c-`v '.°`.. '.. ....r- +.�..� .- .st�a .mRa+.,i^.'.'T't.. n.w..^�+a* «�. r+•.•..r+rr•.�� ate. -�. ••••••••• .+w+e�a+.w.......w..- . .. s�.......+ �. . z.. v...+,-..- rr< ��. ss_ ��..-..,...... .•..«— .w�...a..n -, n. �........- ....,,�.�,R rw w. . ++..aw +.. .s..y.:...swA..'..n,. �........ «.... Fs........ ewe m " `, •w. R ! s .w • - a + a.+w ay.•o:•sm. v.-.H r r n: w . 4x �•+ r rt ma .r w. ' ea �6�+.avoty mwq: 'Yav+....:^'a. ° .•n�..eK4r � ai.•. • e�.fr rtr...o:.wn. i.. [ 4'a �. n..5.l�vww .•sa's r.. w'aA:Y.•.4. -.�. syr..r a.w:..w.a:a+i'.Fn.. -W.. •.e.aa ..mow- •. - s .�.�rrs..w� w+-+.+��cu� -R' -. •..r� -�... ....v ..�.r r..t- w . _ - _ .: Y.,..+a.w.».: - +.2'......_. >• .;.. ..: R.. w ...:. �r- v^..>.:,.' Sti:<' �.- ::'..s'.`�� "3....- ...•... «.Y d.. w .' w: 3 AY. w... �.....,..,.... �: i"... L,. r p.-.........,,,.,.-..,..:.,. o-,... o�.......- �-.•...... a.,.. v:»...,- �.:_.......«,_.-...,.>..-.,.. oan'...-... +.�.,..m..=- r.w.+w............. >.- . . - �r�..�c. . - r,_..,,.>._sw _�.- .•.w..os. v � • \ \t4 ________=__ * -: pfs.:r. _- -+ - 0 . * :.•••.-,-.-- • -' .(ow a,. 11A . ,- - z._' . ' (4) 25 F 4ea d4 3'ctII SToe y'. ;',:... J..Y. �.•' ^r. l.i:.. :.tirWC Y 'ia ?^Y.9. r:f �+ NF . tar V4.40:: 0.1 '1, IV V LWW. l.tw.r. �)_. . 1 0. • 1•Tr �.Q.. -+ Y..... "+...n+- .�...+..w� _ ��.. .^w+.e V. . --r 1. 4 -s #1: fin /Z G o l4 ci . w± 4 arh...4 KAWg • •4 . + . g. rW�t.t • • Ittik Sr' k•- �1 • C/' tt t 'f: f :I.I AM1 • 4h1o2Eti t,:aa %Ob. `... �f r+ ti. �• s�r�..-- i-..:.. +rrY- '.ew.Y+" +r.•r, +.- �• L4•.w� • a 3..,aaa-, y^H.. -r-w *. • -4. ..,dC _ .. - i0 +t.M`YYYY�1.11.{by?fY�a1'P.ai Ry'iNNrla ;44/41400 atea4 ... 1 0 e 1-i ve•L'r'C49R'ller�� IFA:1i4$�k1A54:C.i�7L�IlC.ZN -v - �• . " t s. flasssvrr lswr"��r.v.wrowa.►.�ww..r�++.T f ! y • ! {r _. e°' -. � �i i . � . ' .,! ' •r`�. ;. ": ` .� - - � F .�•Y.. i. e_..♦. ` a. . - Z.v....� r.s,S..u�� i l�l s _ � �� �, r j� ��-= �; ' '. 7 f y; ' _ "_,,�•t��T f�'.nn'y��g1Rn!lM.� s .`� - .s' .� t : • �. ��.''•: r „n .e.P l z ..',.. ,;h.. .I' . i r'r.•x �f, w } >c r ��" i•..�.r `:._ .. _. �.s .. - !.JS�.S �'3 ...., A S 5 ! k i J t