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311 NE 94 St (10),r) • '441DEP 0JiP! 0 j FOR DRYWALL CONSTRUCTION WITHOUT STRIPPING, CONTRACTOR TO PROVIDE 2 X4 CONTINUOUS LATERAL BRACING ALONG TOP OF SOT TOM CHORD AT PANEL POINTS, BUT NOT TO EXCEED 10 -0" 0 ALL DIMENSIONS OVE RHANGS,PITC H, ETC TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN ;SES claims or back charges will not TRUSS CORPORATION 9500 N.W. 79 AVE., HIALEAH GARDENS, FLORIDA 33016 I, 10 1 Cd '4 r4 '4 1 F- SHEET /, 1— 1/ oN ON I U ,r) • '441DEP 0JiP! 0 j t• • :ip *.a Ji.p . t 11 4_r • LC! „t-2. La E.f. • ■ • it rav 0,1.44 Ft --..&.e,,f;x_p_Lt‘tilictarzr.ii 3 To ..4 4 AkZ,r-1.-i... .E...'1.-......r.- L: t-J, CA , ' .1 2.6_ L.-„ 0- _.t.-1. ..4..W... -.....7.-. ---. :, -1..1..2L.C°1 /...--.... f ri. I''... At _.z.5.„/ ..e.... ,,,E&i...r.......a MLA 1.-•(1-t-...C.S.,.......-p. ''.:C 4•A f.g...e • • scat.a veva iv -.al' 5 ELEVATI OH 0 W E57 3G24 59 - 4 54.7 OFV4Wts.t.r. TO WA1614. _ TILE Mt VTATGV-1 oft (30.! 140T tAoPpEce _ OH_ '30* Ttri-16665.0 Ve P12 9405 SI4EAT8NCI , * t:t - ...1kNsIC WON/ ER _ eel , 1 '...(1" tiEr.4T la _ cat: sr - 4 p ..)( 1 8 st LAM - CEG :DEG crra / — fa LO C4 T _;-- In 1 'ZHOR ES I 5ECT1014 1 ■300s 10, Pa 7a 0A0c.1?.) itt ._ F1400 zariE _ V...., 01. " 1.4: 0 2-3°46 1 2..1111• ; tGL G[3tiki IIPP.44TGL. Limas' - 6Luu). RAIA 2.- 3` Get si 1 WO 4, Gt.. 0 2. caa4 t 3 /4 soLa P6tIE 14) &AA+ OPSOOF ST1111 GB maw F5 ii - 03 - - 31tria ca4M ST., 1 SHORES FLt trry Sugerman • Architect • AIA. 12601frast 7 Ayenue, North Miami, Fla. 33161 P 46065 • FLA. REG. 44156 ffgOJECTNAME: r /0 .) ADDRESS: 5AL4Eg RESIDENCE BUILDER: �. 311 HE 9 4 6T PERMITTING OFFICE: CLIMATE K1iA1�11 �SNO1iES FLA p ZONE: 7 81819 OWNER: MR, Ct R PERMITNO.1 1 I 1 1 1 1 1 JURISDICTtONNO.:INNI 6 0 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area I Floor type and insulation: a. b. c. d. Slab -on -grade (R- value) Wood, raised (R- value) Wood, common (R- value) Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) -10. Ceiling type and insulation: a. Under attic (insulation R- value) b. Single assembly (Insulation R- value) M. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured hes with 1 I hereby complia 'PREPARE 1 hereby OWNER AG FLORIDA BUILDING CODE - BUiLrDING installed axnponerts. s covered by the calculation are in CATE:3A3 Florida Enrifgy Cod DATE. _ DATE: i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Cocpfi5nce with Method C of Chapter 6a the Florida Energy Efficiency Code may be dennrsfrated by the used Form 6000 -01 fa editions of 600 square feel a less, site - installed conpments of mandactred hones, and rations to single and murt,Tamly residences. Alternative methods are provided fa additions by use of Form 6008 -01 a 600A -01. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or fess of conditioned area). Prescriptive rests in Tables 6C-1, 6C-2 and 9C-3 apply only to the components of the addtion, not to the existing buddng. Space heating, cooling, and water heating equiprieni efficiency levels must be met only when equipments instated spears *y b see the add6on a is being instated in co nction with the addtion =Wen. Components separating tn:onddoned spaces from coni6oned spaces must meet the presated rink:Ian insdaihn levels. RENOVATIONS (Wenger bu1drgs undergoing renovations costing we than 30% a tie assessed value d the butting). Prescriptive requrements in Tables 5G-1 and 6C-2 apply only to the components and equpmaht b* men araled a replaced. MANUFACTURED HOMES ANO BUILDINGS. Only site-installed conpcoents and features are covered by the fan BUILDING SYSTEMS Carply when complete new system is instated P lease Print Single Pane 6a. sq. ft. 6b. 53.25 sq. ft. 7. 2.4-70 % Double Pane sq. ft. sq. ft. 8a. R= � lin. ft. 8b. R= 11 221 sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 6 3 1 o sq. ft. 9a -2 R= sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= 30 22? sq. ft. 10b. R= sq. ft. 11. Type: Cerliral SEER/EER: 12.O 12. Type: 5 p HSPF /COP /AFUE: 13a. 13b. 14. Type: EF: CK Review of 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 in accordance with Section 553.908, F S BUILDING OFFICIAL: 13.205 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient Maximum% = 36 Installed % = 2. GLASS TYPE, OVERHANG, AND SO GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSULATION INSTALLED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Concrete Block Frame, 2' x 4' Single Double Single uble Single Double Single Double OH - SHGC OH - SHGC 0 C OH - SHGC: OH - SHGC 3'- .87 2 " -.75 l'- .57 0'- .39 OH - SHGC 2% .78 1' - .61 0'- .44 ()H - SHGC 4'- .87 3 " -.75 2"- .57 1"- .39 OH - SHGC 3'- .78 2" -.61 l'- .44 0'- .35 1 . - .87 0' -.75 0'- .78 C 2'- .87 1 "- .78 0 -.61 1 -.75 0 "- .57 Get certified SHGC from the manufacturer or use defaults; Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. Common, Frame R -11 TABLE 6C -3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. ✓ Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft window area; .5 cfm/sq.ft door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. J Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). i/ Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. ANY Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. a'0 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. External or built -in heat trap required for vertical pipe risers. 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 minimum thermal efficiency of 78 %. 6.8 Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). 5 Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 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 610.1. Ducts in attics must be insulated to a minimum of R-6. HSPF HVAC Controls r_Ddco Ai niocrrrwuc. 607.1 Separate readily accessible manual or automatic thermostat for each system. -- COMPONENT MINIMUM INSULATION INSULATION INSTALLED I EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY Concrete Block Frame, 2' x 4' R -5 R -11 • Central A/C - Split SEER = 10.0 SEER = 12J) Frame, 2' x 6' R -19 Single Pkg. SEER = 9.7 SEER = Common, Frame R -11 Room unit or PTAC EER = 8.5' EER = Common, Masonry R -3 Electric Resistance ANY .. . Under Attic R -30 a'0 Single Assembly; Enclosed Heat pump - Split HSPF = 6.8 HSPF = Frame Metal Pans R -19 -Single Pkg. HSPF = 6.6 HSPF = Single Assembly, Open R-13 R -10 HE Room unit or PTHP COP = 2.7' HSPF/ = Common, Frame R -11 Gas, natural or propane P Pane AFUE = .78 COP AFUE = FLOORS Slab -on -grade • No Minimum Raised Wood R -11 1 i Fuel Oil AFUE = .78 AFUE = Raised Concrete R -5 Common, Frame R -11 Electric Resistance EF = .88 EF = j to O _ unconditioned space R -6 (D Gas; Natural or L P. EF = 54 EF = In conditioned space No minimum Fuel Oil EF = .54 EF = TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL arid Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALL COMPONENTS OF M AN UFACT U RE n HOMES TABLE 6C -2: P 1. On Table 6G1 ir>d$ate the R -ralue d the insulation bang added to each component and the elfidency levels of the err ipnerht being installed. AI R- values and efficiencies installed must meet or exceed the rrmnum values fisted. Components and equipment neither be added nor renovated may be left blank. k. 2 ADOPTIONS ONLY. Determine the percentage of new glass to conditioned floor area in the adition as lbws. Total the areas dal glass windows, siting glass doors and glass door panels. Double the area of al no-vertical roof glass and add d to the previous Val When glass in existing exterior walls is being removed a erhdosed bf the ad:Hon, an amount equal lo the total area of this glass maybe subtracted from the Iola/ glass area Divide the alusled glass area total by the con$So led bar area of the adcitan. Multiply by 100 to get the percent Find the largest glass percentage under which you cakixfated percentage falls on (Single a Double pane) and the overhang (CH) paired with a solar heat gain coefficient (SHGC) For a given glass type and overhang, the minimum solar heal aloe d is peeified. Actual glass windows are given by the s pe d glass gain speafied and doors previously in the exterior walls of the Muse and being reirstaaed in the edition do not have ID corrply with the overhang and solar heal gain coefficient requvermerds on Table 6C-2. AI new lass in the addition must meet t e requirerrent la one of the optorhs in the lass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face d the lass b a pcirt 6recty under the outermost edged the overhang. 3. RENOVATIONS ONLY. Replacana d lass needs to meet the blowing requirements. My glass type and solar heat gain ccefficierd may be used for lass areas wtich are under at least a two loot overhang and whose lowest edge does not extend further than 8 feel from the overhang. Glass are being renovated dial do name( this criteria must be either single -pane anted, double -pane dear a double -parse anted. 4 BUILDING SYSTEMS, Comply when new system is installed for system installed. 5. Complete the hformation requested on the by hat of page 1. 6. Read Win= Requirements lot Small PddSore and Renovations', Table 6C•3, and check al applicable derrs. 7. Read, sign and date Ire UrrerlAger( certificxlcn stalemerl on page 1 . 13.208 See Table 6 6 Climate Zones 7 8 9 FLORIDA BUILDING CODE - BUILDING PROJECT NAME: AND ADDRESS: 5AL4E R RESIDENCE BUILDER: 311 HE 9 4 S7 PERMITTING OFFICE: CLIMATE ZONE: 7 8 Q 8 9 MI 4 S 0 i[ L• OWNER: NM 1. 5Ql_y E R PERMIT NO. j 1 1 1 1 1 1 JURISDICTION NO.: tam 6 , 0 O FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Compliar>ce with Method C d Chapter 6 d the Fbida Energy Efficiency Code may be derorstaled by the use d Foram 6000-01 fa editions d 600 square feet a less, site installed corrpa,er>rs d manJactred hones, and renovates to sic o(e and mrlhlamh residences. Alternative methods are porided fa adS5or>s by used Fain 6008 -01 a 600A -01. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of condticoal area). Prescriptrre requirements in Tables 6C-1,6C-2 and 6C-3 apply orgy to the components of the aditn, not to the existing building. Space hea5ng, coding, and water heatig equipment efficiency tenets must be met arty when equipment is instated speaTicaly is serve the adStion a is being installed in cory'ithn with the addition construct n. Components separa5rg iuxanatahed spaces from =Mooed spaces rust meet the inscribed ririrrm insJaGon levels. RENOVATIONS (Residential buNrgs undergoing renovalons aosfng mme than 30% d be assessed valued the bolding). Prescriptive requcemerts in Tables 6C-1 and 6C-2 apply only to the components and equr being renovated a replaced. MANUFACTURED HOMES AND BUILDINGS, Only ale-installed exponents and features are covered by this fam BUILDING SYSTEMS Comply when complete new system 6 ins tiled. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- vafue) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system`: (Types: heat pump, elec. strip, natural gas, LP. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage wails adequately sealed' (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured hoe nes with - installed components. FLORIDA BUILDING CODE - BUILDING covered by the calculation are in DATE: 3-1 (J / Florida Energy Code E .71_.4.4 „j DAT ' OATS Single Pane 6a. sq. ft. 6b. 53.25 sq. ft. 7. 24/D % Double Pane sq. ft. sq. ft 8a. R= lin. ft. 8b. R= 11 221 sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 6 310 sq. ft. 9a -2 R= sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= 221 sq. ft. 10b. R= sq. ft. 11. Type: Ct°t1iral SEER/EER: 12.O 12. Type: 5+rIp HSPF /COP /AFUE: 13a. 13b. 14. Type: EF: Review d plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected fa compliance in accordance with Section 553.908, F S BUILDING OFFICIAL: 13.205 Climate Zones 7 8 9 TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq Ft and Less RENOVATIONS TO EXISTWG BUILDWGS ANO SITE• TABLE 6C -2: • See Table 6 6 1. On Table 6C-1 i cicale the R -value of the insular being added to each component and the efficiency levels c he equipment being installed Al R -vanes and etfidencies installed must meet a e,ceed the minimum values &sled Components and equipment Deft being added nor renovated may be left blank 2 ADDITIONS ONLY. Detemine the percentage d new glass to conx5oned floor area in the addbce as fc&ows. Total Cie areas of al glass windows, siting glass doors and glass door panels. Double the area of al non - vertical root glass and add d to the previous total When glass in epstng exterior walls is being removed or enclosed by the adcikin, an araurt equal to the total area of Ibis glass maybe subtracted from the total glass area Divide he adjusted glass area total by the condd6onhed Coo area of the ed itron. Multiply by 100 to gel the percent Find the largest glass percentage under which you catenated percentage falls on Table 6G2 Prescriplves are given by the type of glass (S"uigle a Double pane) and the overhang (CH) paired with a solar heat gain coefficient (SHGC). Fa a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified , dual glass windows and dogs previously in the exterior wafts d the house and being reins tailed in the ad $ ce do not have to conpty with Cie overhang and solar heat gain coeffiaerrt requirements on Table 6G2 Al new ass in the addition must meet the regciernerht la one of the opSons in the glass percentage category you indicated. The overhang (CH) 6stance is measured perpenioufai y from the faced the glass to a pant duecty undo the outermost edge el the overhang. 3. RENOVATIONS ONLY Replacemerhf glass needs to meet the following requirements. AM glass type and scar heal gain coefficient may be used for glass areas which are undo at least a two loot overharhg and whose lowest edge does not extend further than 8 feel from the overhang. Glass areas being renovated tat do not meet tis od a must be either single-pane Grated, double-pane dear a double -parse inted. 4. BUILDING SYSTEMS. Comply when new system is instated for system instated 5. Complete tent oration requested on the kip half d page 1. 6. Read "Minimum Requirements la Smell Addtions and Renovatiors', Table 6C-3, and check al app*cable tams. 7. Read, sign and date the'OvrnetiAgen' certIicatice statement on page 1. 13.208 FLORIDA BUILDING CODE - BUILDING Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat pain coefficient Maximum% = 36 Installed % = Z1 MINIMUM INSULATION GLASS TYPE, OVERHANG, SO • _ - i.• GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED • EQUIPMENT UP TO 20% UP TO 30% UP TO 40% UP TO 50% R -5 R -11 R -19 R -11 R -3 Single Double Single 'uble Single Double Single Double OH - SHGC OH - Hr(- i4-4QC � 2'- .87 OH - SH(C 1%38 0'- .61 ()H - SHGC 3'- .87 2'- .75 1% .57 0'- .39 OH - SHGC 2'- .78 1'- .61 0'- .44 ()H - SHGC 4'- .87 3'- .75 2'- .57 1 '- .39 • '- OH - SH(C 3'• .78 2'- .61 1% .44 0'- .35 1% .87 0'- .75 0'- .78 1 - .75 0'- .57 .30 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double dear SHGC = .78, and single tint SHGC = .75. v � -. TABLE 6C -3 ®• I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, qasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfrn/sq.ft window area; .5 cfrn/sq.ft door area. V vT Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). EF = Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Combustion Heating 606.1 Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required for vertical Swimming Pools & Spas 612.1 pipe risers. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 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 610.1. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls GENERAL DiRcerric . 607.1 Separate readily accessible manual or automatic thermostat for each system. Climate Zones 7 8 9 TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq Ft and Less RENOVATIONS TO EXISTWG BUILDWGS ANO SITE• TABLE 6C -2: • See Table 6 6 1. On Table 6C-1 i cicale the R -value of the insular being added to each component and the efficiency levels c he equipment being installed Al R -vanes and etfidencies installed must meet a e,ceed the minimum values &sled Components and equipment Deft being added nor renovated may be left blank 2 ADDITIONS ONLY. Detemine the percentage d new glass to conx5oned floor area in the addbce as fc&ows. Total Cie areas of al glass windows, siting glass doors and glass door panels. Double the area of al non - vertical root glass and add d to the previous total When glass in epstng exterior walls is being removed or enclosed by the adcikin, an araurt equal to the total area of Ibis glass maybe subtracted from the total glass area Divide he adjusted glass area total by the condd6onhed Coo area of the ed itron. Multiply by 100 to gel the percent Find the largest glass percentage under which you catenated percentage falls on Table 6G2 Prescriplves are given by the type of glass (S"uigle a Double pane) and the overhang (CH) paired with a solar heat gain coefficient (SHGC). Fa a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified , dual glass windows and dogs previously in the exterior wafts d the house and being reins tailed in the ad $ ce do not have to conpty with Cie overhang and solar heat gain coeffiaerrt requirements on Table 6G2 Al new ass in the addition must meet the regciernerht la one of the opSons in the glass percentage category you indicated. The overhang (CH) 6stance is measured perpenioufai y from the faced the glass to a pant duecty undo the outermost edge el the overhang. 3. RENOVATIONS ONLY Replacemerhf glass needs to meet the following requirements. AM glass type and scar heal gain coefficient may be used for glass areas which are undo at least a two loot overharhg and whose lowest edge does not extend further than 8 feel from the overhang. Glass areas being renovated tat do not meet tis od a must be either single-pane Grated, double-pane dear a double -parse inted. 4. BUILDING SYSTEMS. Comply when new system is instated for system instated 5. Complete tent oration requested on the kip half d page 1. 6. Read "Minimum Requirements la Smell Addtions and Renovatiors', Table 6C-3, and check al app*cable tams. 7. Read, sign and date the'OvrnetiAgen' certIicatice statement on page 1. 13.208 FLORIDA BUILDING CODE - BUILDING COMPONENT MINIMUM INSULATION INSULATION INSTALLED • EQUIPMENT un a yr MINIMUM EFFICIENCY nYVVrMV I V(hCU fNfMJ. INSTALLED EFFICIENCY WALLS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 (G Central A/C - Split -Single Pkg. Room unit or PTAC SEER = 10.0 SEER = 9.7 EER = 8.5 SEER = 121) SEER = EER = SPACE HEATING Electric Resistance Heat pump . Split • Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7' AFUE = .78 AFUE = .78 HSPF = SDNI1IJO Under Attic '- Single Assembly, Enclosed Frame Metal Pans Single Assembly Open Common, Frame R_30 R -19 R-13 R -10 R -11 AO HSPF = HSPF/ = COP AFUE = FLOORS Slab-on-grade Raised Wood Raised Concrete Common, Frame gum 1 1 11 AFUE _ Electric Resistance Gas; Natural or LP. Fuel Oil EF = .88 EF = .54 EF = .54 EF = Iona In unconditioned space In conditioned space hum (D EF = y EF = Climate Zones 7 8 9 TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq Ft and Less RENOVATIONS TO EXISTWG BUILDWGS ANO SITE• TABLE 6C -2: • See Table 6 6 1. On Table 6C-1 i cicale the R -value of the insular being added to each component and the efficiency levels c he equipment being installed Al R -vanes and etfidencies installed must meet a e,ceed the minimum values &sled Components and equipment Deft being added nor renovated may be left blank 2 ADDITIONS ONLY. Detemine the percentage d new glass to conx5oned floor area in the addbce as fc&ows. Total Cie areas of al glass windows, siting glass doors and glass door panels. Double the area of al non - vertical root glass and add d to the previous total When glass in epstng exterior walls is being removed or enclosed by the adcikin, an araurt equal to the total area of Ibis glass maybe subtracted from the total glass area Divide he adjusted glass area total by the condd6onhed Coo area of the ed itron. Multiply by 100 to gel the percent Find the largest glass percentage under which you catenated percentage falls on Table 6G2 Prescriplves are given by the type of glass (S"uigle a Double pane) and the overhang (CH) paired with a solar heat gain coefficient (SHGC). Fa a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified , dual glass windows and dogs previously in the exterior wafts d the house and being reins tailed in the ad $ ce do not have to conpty with Cie overhang and solar heat gain coeffiaerrt requirements on Table 6G2 Al new ass in the addition must meet the regciernerht la one of the opSons in the glass percentage category you indicated. The overhang (CH) 6stance is measured perpenioufai y from the faced the glass to a pant duecty undo the outermost edge el the overhang. 3. RENOVATIONS ONLY Replacemerhf glass needs to meet the following requirements. AM glass type and scar heal gain coefficient may be used for glass areas which are undo at least a two loot overharhg and whose lowest edge does not extend further than 8 feel from the overhang. Glass areas being renovated tat do not meet tis od a must be either single-pane Grated, double-pane dear a double -parse inted. 4. BUILDING SYSTEMS. Comply when new system is instated for system instated 5. Complete tent oration requested on the kip half d page 1. 6. Read "Minimum Requirements la Smell Addtions and Renovatiors', Table 6C-3, and check al app*cable tams. 7. Read, sign and date the'OvrnetiAgen' certIicatice statement on page 1. 13.208 FLORIDA BUILDING CODE - BUILDING SYSTEM SIZING SUMMARY System Name : Mr. Tom Slayer 06 -03 -2003 Location : Miami Shores Block Load v2.00 Prepared By : Mr. Barry Sugerman Architect -A1A Page 1 of 2 ********** 1 E****************** 341 E ** * * * * * * ** * **** * * * * * * * * * * ** * *** * G * * * * * * ** TABLE 1. SIZING DATA Total coil load Sensible coil load = Total zone sensible= Supply temperature =- Supply air (actual)= . Supply air (std) Ventilation air Direct exhaust air = Reheat required Floor area (sgft) Overall U -value Vent air CFM /sgft Vent air CFM /per=son -- COOLING 27,694 BTU/ 20,879 BTU /f 20,21 BT r 1,248 CFM 1,240 CFM 30 CFM 0 CFM 0 BTU /hr BOO 0.14V 0.04 7.50 TABLE 2. SIZING DATA -- HEATING Heating coil load = Ventilation load Total zone load = Ventilation airflow= TABLE 3. INPUT DATA -- WEATHER City State Data Source Latitude Elevation = Miami = Florida = User Modified = 25.8 deg. = 7.0 ft 13,570 BTU/hr 907 BTU /hr 17,663 BTU /hr 30 CFM TABLE 4. INPUT DATA -- HVAC SYSTEM System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust : Clg & Electric Htg 600 24 hrs 57.0 F 7.50 CFM /person 0 CFM Load occurs @ July 1700 Outdoor Db /Wb = B9.5/ 75.6 F Coil Conditions: Entering Db /Wb = 72.4/ 64.0 F Leaving Db /Wb = 56.9/ 56.5 F Apparatus dewpoint= 56.1 F Bypass factor = 0.050 Resulting zone RH = 63.7 Total coil load Sensible coil load SQFT /Ton Cooling BTU /hr /sgft = Cooling CFM /sgft = Heating BTU /hr /sgft = 23.21 Heating CFM /sgft = 0.00 Floor area (sgft) - 800 Overall U -value = 0.141 Vent air CFM /sgft = 0.04 Vent air CFM /person = 7.50 Summer dry -bulb = 91.0 F Coincident wet -bulb= 76.0 F Daily Range = 15.0 F Winter dry -bulb = 44.0 F Atmos. Clear. Num. = 0.90 THERMOSTAT SETPOINTS Cooling (Occ) : 72.0 F Cooling (Unocc) : 78.0 F Heating : 72.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 10 % Safety (Latent) : 10 G Heating Safety 10 RETURN AIR PLENUM : N FAN Configuration : Draw -Thru Static Pressure : 0.10 in. = 2.31 Ton 1.74 Ton 346.64 34.62 1.56 TABLE 5. TOP TEN COOLING COIL LOADS 1) July /1700 2) July /1600 3) July /1500 4) Aug /1600 '5) Aug /1500 TABLE 6. ZONE SIZING DATA Zone Name Time Mr. Tom Slayer Sensible Ton 1.74 1.74 1.72 1.72 1.70 Maximum Cooling Sensible (BTU /hr) Total Ton 2.31 2.31 2.29 2.28 2.27 Location Miami Shores Block Load v2.00 Prepared By Mr. Barr Superman Architect AIA Page 2 of 2 * * * * * * * * * * * * * * * * * ** * ** ******** * * * * * * **x * * * * * * * * * * * * *-* * * * **** Design Airflow Rate (CFM) 6) Aug /1700 7) July/1800 8) July /1400 9) Aug /1400 10) Aug /1800 Time 1 Design 1 Time 1 20,219 1,248 @July 1700 1 Sensible Ton 1.70 1.69 1.68 1.66 1.64 .Maximum Heating Load (W) 5,176 _01(1,t, Total Ton 2.26 2.26 2.25 2.22 2.20 Design Flow Rate (CFM) Miami Shores BiL Load v2.00 Prepared By :Mr. Barr Sugerman Architect A1A Page 1 of 1 * * * * * * * * * * * * * * * * * * * * ** ***************** * ** * * ** ** * **** ***** * * *** * * * * **. TABLE 2. WALL AND GLASS BREAKDOWN I Component I Walls : NE : E I : SE I 1 S 1 SW , : W : 1 NW N I VV'V J Location TABLE 1. LOAD COMPONENT SUMMARY for July 1700 ( 89.5/ 75.6 F) Load Component Solar Loads I Wall Transmission I Roof Transmission Glass Transmission I Skylight Transmission; I Partitions I Lighting Other Electric I People I Infi ltrat`ion : Miscellaneous I Slab 1 Pulldown /Warm -up I Safety Factor I Total Zone Loads I Ventilation Load I Supply Fan Load : Plenum Load Thru,Wall: I Plenum Load Thru Roof; I Plenum Load - Lights 1 I Total Coil Loads Glass o NE I E 1 1 SE I 9 1 SW 1 1 W 1 I NW I I N I Total Net Area (sgft) 0 164 0 350 0 200 0 304 Details 122 sgft: 1,018 sgft: 1,200 sgftl 122 sgft: 0 s g f t l 400 sqf t 1 1.50 W /sgft: 0.00 W /sgftl 4 people: 1 1,000 sgft: : 10/ 10/ 10 %I 30 CFMI 1,248 CFMI O %I O %I O %I Cooling Transmission (BTU /hr) I Design Cooling Loads: I Sensible Latent 1 I (BTU /hr) (BTU /hr) I 0 573 0 786 0 600 0 676 1,561 2,635 4,833 1,013 0 240 4,087 0 1,178 2,834 0 0 1,838 - - I - 1 - I - I 1,820 : 3, 703 I 0 I 552 : 20,219 6,075 I 567 93 0 0 0 20,879 . 6,816 I 18,570 Cooling Solar Load (BTU /hr) Design Heating (BTU /hr) 2,907 4,502 1,810 0 200 4,535 2,102 1,606 17,663 907 Heating Transmission (8TU /hr) 0 468 0 1,000 0 571 0 868 O 0 0 0 36 299 479 534 O 0 0 0 20 166 178 297 O 0 0 0 O 0 0 0 O 0 0 0 66 548 905 1 /( 979 tr,,,a _ , ..... 5ctaLE 1 /4 1 510E E LEV11TI O N 4 tliE5T 1-f REMOVE PURT)Oi4 - - -0P WO, FEHCE t t ' , ,; .. REMOVE WALL - A. PLA1iTs f RE MOVE UM H00t115 EXI &r.13E0 DEW OLI51ON PL- I GUILE. : 1/4" 1-.1 MEw A001'11011 24" Y 12 ' 6CREEt1R0 C1L vaH ri f Errr Ex1ST. 4 -4 t y % t t t 4- % -% t -,- .1 -1 1_- t r 1 waLL k.iJ) DoUJ ri r ,Y fy • 3Sa48 GAS 5X1ST. IL EXIST. C64314 3- WA cos - 59.3 + 54.7 MEW 6,00,t'r10N 44 REAR � SGAL2E : 1/4 " =1' -0 0 10RTH moo. rti 54 Es ' Z4' -o. to" R• 1HSUttnOt4 - 5/8" 1- oar oRv wALL Ow-% 1' ) V ' .0 - F1 N TO 1 VIT C l-1 5/a 1-COAT Or'14101111. OR 1 "x2' P.T 4 1tfl 5111. TO WA 4 "111& ti 1,aTION -_ _�_ l 2 "x 1 10 6 M 16 - TILE TO 111LLTG1-4 OH 90 1401 MOPPED OH 30 r1H•T6 6ED GH S /d" PLUG1000 R OV S1-1 1 AT41T3Ca . T to L se e SCALE. : 3/4" zt 1'. 0" etN14'1 A }iG.711 E3ul , PLIVIIT EO METAL MP TO N1ATG1-1 (NEVI P.T. LOD. DRIP 151 t4l GO1ic. Tye. l tit. E'I(E T. Hew ADO T 1O N FAAG)A A 50 FFIT 10 .3l4'_' -1: STUCCO 0)m a" F114.101 TGN -- F1M OL11i, FLOOAUP +G - A14''PLYluQ SUe)•FLD01% _ - ))D. WISE TO MA 4" COriG. Pra WJ SCALF. IQ .. 0 " E 4 dECA G \5T.ORAlt1 REL ! _ r - r EY1St.TA?1; '/ - - 51 D E ELF f I Q 3 ° EA,T ALtir AAea op nut Aoptrioti Fug. P1:'. `. 12.'' , 4 d £IDPoPn E N1 'ToP_OP FL. f Vt. 1?1N. 4b nkt) e 110.o t1 O 8' f I f 10 1 t v10 SCALE : 1/4" 11,0" :..- : 111 it LEGAL : FEE LOT5 .10..t »'.. Ia1R0 S ECT1OH: 4 (; eocm ©AQId t 1 * FLOOPF P LA1H 11 10 -ILE= = JILL a 0-6 (3.6 / - Iax►O 40o omit Si FAY b4" - ;: ! > 1 ' 0 " gri 12..x lot . • LAN 4T wan) SNORES to, :Pt a 70 51400 2Ot1E " x 44 3 2'50 cm lo1 to • -4 _Y C 141 GL t_1v 6 • LL .116.111.1i6 4 4" tact- = 4 5rtu E at 10.0 tAJAS» - . 1 ;5 DR4 4.5' PEP 0151► . 1. 6X).t1pp GEh = 9.0 A Eno (n 200 A. Prcp idsd. ELECTt ICAL CAL.COLA,1t0h 5 ELEC.TRIcAL 1 1{6F.?) . 2. 3 ° 13/4 ALUM. t f . w{ 2e4a.1uti,, T GL.1 N1TE c_ 2- et 4s wotG a x(a 'i l &0U%) to ..PAtf1 1, w twutiOPROOP 9TAIp , ?4sba(In s0LlOWQ.P/ lei. el- P469 . NEW "B44 A L 5.0 C,Et% Lt. 1.0 ti EW 6EAU1KE A/c. looefo 1 *LOD/0 2.0.51iG) C 40% 12.5 �- 10.0 8.2. 30.) Kw 6 30 133 a tv 1 , AEte 011AaO r 200 A PAH EL. N �W -no owt 1nr:i O 4 2 ApA Wt% ORM ow* 1- tic44) To ca.DM GRAND CONCOU :t" iy104' Pa,l# *'5t M11 141 8HOI E.S ► FLA ,F3crr ucier an • Architect • AIA. 12601 NQrteaS17Sh Avenue, North Miami, Fla. 33181 ft**, F.A. REG. 14158 1 IIVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR SENSIBLE CAPACITY, BTU /HR. FIRE DAMPER(S) 1 6, 200 HEATER CAPACITY (K. V. ) SMOKE DAMPER(S) AIR TEMP. CONDENSER ✓ FIRE RATED ENCLOSURE 76/62 ✓ FIRE RATED ROOF /FLOOR CEILING ASSEMBLY (YAP. MOTOR FLA. ✓ FIRE STOPPING 230V/10 CONDENSING UNIT MODEL SMOKE CONTROL A. H. U. MmDEt ■ I A/C SCHEDULE UNIT NUMBER AC SUPPLY CFM/ O/A CFN 600/0 SENSIBLE CAPACITY, BTU /HR. TOTAL CAPACITY, BTU/HR. 1 6, 200 HEATER CAPACITY (K. V. ) 3 K.W. AIR TEMP. CONDENSER 95 F AIR TEMP. ENT. EVAP. , Da/v8 76/62 con FLA. 10.1 (YAP. MOTOR FLA. 2.0 VOLTAGE, PHASE 230V/10 CONDENSING UNIT MODEL 38TRA018 A. H. U. MmDEt FA4A024 CARRIER MANUFACTURER N.T.S. MEMO* - WINO ..... - - mmummoo mws. arm row - AMY* roam. AmM. MMW *AMMO SOIMOM MM. AMY. .r. n. r `M` ,.r ab0111011■ YIN& memo row ma....;.. mom/B/R - .. �=: = -_ mm. - _ ./ 2 Pt 3 I% UNE OF BLDG. CONCRETE SIA0 FOUNDATION BARRY SUGEf3MAN AACNITECTS P.A., MA. 1 I N 414 AVM, IUAMI F1. 33161 CEILING FLOOR RETURN AIR DUCTWORK DRAIN NEOPRENE PADS N.T.S. AIR HANDLING UNIT .MOUNTING DETAIL A/C UNIT SUPPLY AIR DUCT WALL FAN SECTION EFRIGERANT PIPES FROM COND, UNIT COIL SECTION FILTER 4 GL eYiSY. Tfd �` --- Il nt. f_ UNIT TYPE SEER OR EER REFRIGERANT TYPE REFRIGERANT CHARGE (LBS.) CON %UN1t VEIGIIT (LB& ) C N APTEP) 5 1 APPF_ND1y sou-r4 pt_.O? DL. BuILDll~1G coDE 5t L_M E() "RESIOCE 311 11E . 4` 1 ) 6T MIAMI 51- R 011 OPANSIQNS <LXVxw a SPLIT, DX 12.0 SEER R -22 4.50 LBS. 118 LBS. 42 "x 14 "x22" V CONDENSING PAO 4 MOVE �4: GENERAL: All dimensions shall be verified. by contractor at t discrepancy in drawings, architect and / or engin( their approval before prop eecliti with work. Cont provisions of the Florida Building Code and tl Coordination of the work of all trades (strttc conditioning and architectural) ; at the time of is contractor responsibility. No additional pati contractor, for the contractor's' failure to core after the structure has been :ereoted=4 The .engine( nor have control or charge of conatruotion tie, procedures, or for safety preca tat On and prograu . 1g eu and approved by the ' owners prior to ail; engineer. Structural calculatiotks shall be bases plus 1.00 (importance factor) and procedures i] Also need8 to comply with the Florida Unildln; These design plans and specifications. are in eompliar in Sections 6213-- 33.007, Florida MM,ntnistrative Co' 'F .01X gL $1 MR C `Tg: Minimum cp ressive strength for all :;st uetua , Nlinirnnum of bags of cement per cubi Yard specified on the plans): Beams . . . ;; • 30 Columns . . . . . . . . . . , . 3 • M ' 30 Slabs . • All .str uctural :concr ` , . 30i Celne aggregates shill be portla shall co><nply - 33� n d type 1 confo ' nil t • with ASTM C and th Aggregate shall be clean and well grad + w A repellent admixture is all slabs b.ei'ow g.�� Pi mixture shall '` be free of cs3Tclurn ch �e re e. Co minitriuum, ACE' 318, section 5.5.1. Segragaii n of cc concrete are not allowed. i The main wind -- force resisting' sys rem: ha bee! ANSI/ASCE 7 Miniinnuna Design Loads for uildir 6, to withstand the wind loadsassociated . With a 140 mile per hour. The components onents and cladding have been selected tits design and a peoifications i n accorda�.c" with Loads for Buildings and Other Structures, ectlni associated with a minimum basic wind . spe d ' df This is to certify that these plans of the ereon correct to the best of my knowledge„ and , ta�nd. i and d sections` -- 33.007 (4) (0) or' 0,20 -31.001 I fabrications, and placement of all relator reinforcing and to prevent displaceinei reinforcing shall be hooked. Provide a Column dowels Ana < roluforcing splices s (f compression �� embers and shall thru 8. Lap top reintor'oing steel at t :river the supports. Reinforcing steel s deleterious knottier. S l einforcing clear. co Columns . Beams . . Stab on gra( Footings . , d • 5 STOCK: Tho,k'eoi additional reihfk ireeted by the 4Atil uPervisor. 'rho' pti'C ceoutt. #' Y Shall be ASTM A -'JO. l3Q1t s,l all be m hi be perforated- b�► ` oertiift", elder0. i d scale. Corlt'ruo.ter a . snub it 8110 t l atruetulral. steep: lij f p c rated wli zi i.eiibore shall be Weld k` `d *velup tul he job site and in case of any et' shall be notified and obtain actor shall comply with all the le AC1 318 -95 specifications. aural, plumbing, electrical, air resting the building structure rinen,ts shall be made to the et conflicting field conditions , r$ shall not be responsible tor, ms. Methods of sequence, or in. All change orders must be royal by the architect and/or on wind velocity of 146 MPIJ 1 accordance with ASCE 7- - 98. I Code, stability of buildings. Lee with the . standards established le. designed in accordance with gs and Other Structures, Section minimum basic wind speed of and their use incorporated into ANSI /ASCE 7-98, Mhilmun Design k d, to withstand the wind loads I:46 miles per hour. described, property are true and ds established in Florida statutes 1) (C), Florida Administrative Code. 1 concrete shall be as follows. of concrete (unless otherwise 30 PSI' 0' 28 days 30 PSI < 0 26" days )4 P81 0 20 days )0 PSI C 28 • days o ASTM 150. Regular weight e South Florida 13uilding Code. i manufacturer ' s instruction. ovide manufacturer's integral water ncrete wet cure time of 7 days ncrete materials and retempered exit hall conform to the ACI 318 -95 c t All discontinuous ends of all top i --0" Ong (bent in the middle) corner all be of less than 30 bar diameters i,; acoo ` dance with ACI 318 -95 table 1 ). d s n and bottom reinforcing steel . aIL 'be °' free of rust, scale, and other er : aa t llows: 1 ' • ' • i "f /2 2 " .. 3 . base bid the cost ,of .100Q lbs. action, bendii , ' :i nishin. aLs< or by the owrier !hall be creil).ted to the :owner` s AST mi A� a t- � All welditg shall =Steel '441 , free ' of rust, oil, or apps 4vtk ` fabrication. coat' 1' s iinlUbitive paint. All with K - 'f-do, , E ?79 electrodes. Shall be 5/8" ext. plywood w/ (2) rows of 1Od nails 0 4" c.c. along the edge & 6" c.c. at intermediate supports and (2) rows of 10d nails 0 4" C.C. for gable end. 1 x 3 wood furring strip 16" c.c. shall be provided : for the ceiling for all wood trusses. see Architectural plan. Furring strip shall be nailed to trusses w/ 2 -10d nails at each truss. Shall conform to the latest , stan4ard3 of South ,Florida Building Code. All load bearing walls shall be type l - 1 with a minimum average strength of 2,500 PSI. AU reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building code. Contractor shall provide opening at the bottom of reinforced masonry units at each level for inspection. Provide # 0 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls 0 116' c.c. I xtend wires 4" into concrete columns. Provide 1 5 vertical, r.einforcin g in grouted cell at side fo openings between 3'-O" and -p . Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing iet:ail. Splice length for these reinforcing shall be minimum 30 ". visual inspection reveals the soils to be composed of firm sand and rock with an assumed bearing (capacity of 2000 P.S.F. should conditions vary from this estimate the engineer {hall be notified before s after the ground has been broken attestitia' that the site has been observed and the foundations conditions are similair to those upon which : the desing is based. Special inspector requiered for soil compaction. •t(MAiC. 9 3/4' (1) -10d TO 171U1e (O b /W. tN . „Te 1 NAte. ro'wvoto `41 -140d NAIL-0 TO 1O1$t D - 12406 EXP. DATE 10/01/2006 08/1111003 Tile Roofing Sheating Insulation Ceiling Misei. TOTAL I3. L. FiRW FLOOR; D.L. 'rile Wood Joists / Sheating Partition Miscl./ Mech./ Elect. TOTAL D.L. DESIGN LOADS 12 P.S.F. 6 P.S.F. 7 P.S.F. 2 P.S.F. 5 F.S.F. 3 P.S.F. 35 P.S.F. 30 P.S.F. 12 F.S.F. 7 P.S.F. 40 P.S.F. 5 P.S.F. 64 P.S.F. DESIGN WIND PRESSURE ZONE CROSS UPLIFT NET UPLIFT WALL PRESSURE . (P.S.F.) (P.S.F.) (P.S.r:.) D (NECsAT$VE) U LcPt -4S 4 -33.1 (NEGATIVE) t.1PL T - 132 -63 - (NEGATI /E) U4 L PT -132 -63.2 - (P EL NEGATIVE) - - -348 0 E?C?S)Ti'VE) --- (C t'Ei NE4ATiVE) - - -64.2 (CGF�VEF2 PQ tti',/E) 2 : .. :f. A. QUALIFICATIONS OF BIDDERS: THE OWNER RESERVES THE RIGHT, BEFORE AWARDING THE CONTRACT, TO REQUIRE A BIDDER TO SUBMIT SUCH EVIDENCE OF HIS QUALIFICATIONS AS IT MAY DEEM NECESSARY, AND MAY CONSIDER ANY EVIDENCE AVAILABLE TO I T OF THE FINANCIAL, TECHNICAL AND OTHER ALIFICA TIONS AND ABILITIES OF A BIDDER WHO, IN THE OPINION OF THE ARCHITECT AND OWNER, IS FULLY QUALIFIED TO UNDERTAKE THE WORK. B. EXAMINATION OF CONTRACT DOCUMENTS AND SITE: ALL BIDDERS ARE REQUIRED TO CAREFULLY EXAMINE THE SITE OF THE WORK AND THE PLANS AND OTHER CONTRACT DOCUMENTS FOR THE WORK CONTEMPLATED, AND IT WILL BE ASSUMED THAT EACH BIDDER HAS INVESTIGATED AND IS FULLY INFORMED OF THE CONDITIONS AND MATERIALS FO BE ENCOUNTERED, OF THE CHARACTER, QUALITY AND QUANTITIES OF WORK TO BE PERFORMED AND MATERIALS TO BE FURNISHED AND OF THE REQUIREMENTS OF THE PLANS AND OTHER CONTRACT DOCUMENTS. C. OBLIGATION OF BIDDERS: THE BIDDER MUST INFORM HIMSELF FULLY OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED IN RELATIONS R) BOTH CONSTRUCTION AND LABOR CONDITIONS. THE BIDDER IS RESPONSIBLE TO COORDINATE THE. WORK AND MATERIALS ro BE PERFORMED AND INSTALLED BY THE SUB - BIDDERS. WORK CR MATERIAL SHOWN ON ANY PORTION OF THE. CONTRACT DOCUMENTS IS TO BE INCLUDED IN THE BID. FAILURE TO DO SO WILL NOT RELIEVE A SUCCESSFUL BIDDER OF HIS OBLIGATION TO FURNISH ALL THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO CARRY OUT THE PROVISIONS OF HE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. D. DISCREPANCIES: NEITHER THE OWNER NOR THE ARCH TEC T WILL MAKE, OR BE RESPOSIBLE FOR, ANY ORAL INSTRUCTIONS. SHOULD THE BIDDER FIND ANY DISCREPANCIES, OMMISIONS, AMBIGUITIES, CR CONFLICTS IN THE CONTRACT DOCUMENTS, OR TO BE IN DOUBT AS TO THE MEANING, HE SHALL BRING THESE QUESTIONS TO THE ATTENTION OF THE ARCHITECT NOT LATER THAN 5 WORKING DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. THE ARCHITECT WILL REVIEW SUCH QUESTIONS AND WHERE INFORMATION SCUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, WILL ISSUE A CLARIFYING ADDENDA WHICH WILL BECOME PART OF CON TRACT DOCUMENTS. E. SPIRIT AND INTENT OF DOCUMENTS: BY SUBMITTING A BID FOR THIS JOB, BASED UPON THE ARCHITECT'S PLANS AND SPECIFICATIONS, IT IS UNDERSTOOD THAT EACH CONTRACTOR ACKMOWLEOGES THAT THEY ARE FULLY LICENSED, KNOWLEDGEABLE AND COMPETENT TO 00 THEIR COMPLETE JOB IN A WORKMANLIKE FASHION AND ARE INTIMATELY FAMILIAR WITH TIIE BUILDING CODES, REQIREMENTS AND CONSTRUCTION TECHNIQUES THAT ARE NECESSARY FOR THEM ro PERFORM ' EACH AND EVERY ASPECT OF THEIR J013 IN AN EFFICIENT EFFECTIVE AND TIMELY MANNER. I t IS THE:Ri~FORE UNDERSTOOD AND ACKNOWLEDGED THAT THEY HAVE THROUGHLY EXAMINED THE WORKING DRAWINGS AND SPECIFICATIONS DELINEATING THE WORK THAT THEY ARE CALLED UPON TO DO AND CAN PERFORM THAT WORK ro THE SPIRIT GF. THE LETTER INTENDED BY THE PLANS AND SPECIFICATIONS. THEY ALSO AKNOWLEDGE THAT ANY ERRORS, OMISSIONS, OR CONFLICTS WITH OTHER TRADES WILL BE BROUGHT TO THE ARCHITECT'S ATTENTION TO BE RECTIFIED BEFORE THE WORK IS COMMENCED SO THAT THERE ARE TO BE NO EXTRA CHARGES FOR THE WORK IN KEEPING WITH THE SPIRIT AND INTENT OF THE CCNSTRUTION DOCUMENTS. I T IS ALSO TO BE CLEARLY UNDER STOOD THAT IF THE OWNER MAKES CHANGES, ADDITIONS OR VARIATIONS TO THESE CONTRACT DOCUMENTS, THAT EACH AND EVERY AFFECTED TRADE IS ENTITLED ro JUST COMPENSATION FOR THEIR EXTRA - WORK AND THAT THE COMPENSATION FOR THEIR EXTRA WORK BEING PERFORMED. F. ADDENDA ANY ADDENDA THAT MAY [3E ISSUED DURING THE PERIOD OF BIDDING ;HALL BE INCLUDED IN rliE PROPOSAL AND WILL BECOME PART OF 1 CONTRACT G. CP TICNAL PERFORMANCE - PAYMENT BOND: OWNER WILL HAVE THE, OP TION OF REQUIRING THE CONTRACTOR TO FINISH A PERFORMANCE PAYMENT BOND CO'4ERING THE CONTRACTOR FCR 100% CF THE BASE BID, AT OWNERS' EXPENSE. H. PERMITS AND TAXES: CONTRACTOR TO OBTAIN AND PAY FCR ALL PERMITS, 'LICENSES AND DEPOSITS TO INCLUDE, BUT NOT LIMITED TO, WATER METER INSTALLATION AND HOCK --UP, ELECTRIC METER INSTALLATION AND HOCK -UP, UNDERGROUND GAS LINES AND /OR TANK INSTALLATION AND HOOK UP, ETC., AND ASSUME ANO 1.3E LIABLE SPECIFICALLY FOR ALL STATE AND FEDERAL SALES AND UST: TAXES; AND ALL OBLIGATIONS UNDER THE FEDERAL SECU I TY ACT. UPON COMPLETION CF THE WORK,- CONTRACTOR TO OBTAIN CERTIFI ATE3 OF COMPLIANCE, APPROVAL OR ACCEPTANCE•:1 FROM ALL AUTHORITIES HAVING JURISOICTICN OVER THE WORK, AND DELIVER THESE CERTIFICATES TO THE OWNER TOGETHER: WITH OFFICIAL RECEIPTS FOR SAME. UTILITY SURCHARGE FEES IF ANY, WILL BE PAID BY OWNER. I INSURANCE: CONTRACTOR TO MAINTAIN INSURANCE AS FOLLOWS: 1. 00 NOT BEGIN WORK UNTIL THE OWNER APPROVES' THE FOLLOWING INSURANCE PROVIDED BY THE CONTRACTOR AND SUBCONTRACTOR FOR THE LIFE OF THE CONTRACT. A. 'NORKMEN'S COMPENSATION: ADD EMPLOYER'S LIABILITY COVERAGE MINIMUM CF 1100,000.00 PRIOR TO EXECUTION OF THE CONTRACT... PROVIDE WRITTEN EXPLANATIONS FOR ANY EMPLOYEE NOT COVERED UNDER WORKMEN'S COMPENSATION INDICATING STEPS TAKEN TO PROVIDE ADEQUATE INSURANCE. B. CONTRACTOR'S COMPREHENSIVE PUBLIC LIABILITY AND PROPERTY DAMAGE: MINIMUM 3100,000.00 FOR ONE PFRSONt $.300,000.00 FOR • ONE ACCIDENT; 125,000.00 PROPERTY DAMAGE (550,000.00 AGGREGATE) EXTENDED TO INCLUDE UNDERGROUND COLLAPSE OR EXPLOSION PROPERTY DAMAGE WHERE APPLICABLE. INCLUDE CONTINGENT LIABILITY AND DAMAGE AGAINST CLAIMS ARISING OUT OF OPERATION OF SUB-CONTRACTORS WITH SAME MINIMUM LIMITS. C. AUTOMOBILE PUBLIC LIABILITY AND PROPERTY DAMAGE: MINIMUM .$100,000.00 FOR ONE PERSON; 1300,000.00 FOR ONE ACCIDENT AND 10,000.00 PROPERTY DAMAGE. D. FAZE,. WINDSTORM, HURRICANE AND EXTENDED COVERAGE INCLUDING VANDALISM AND MALICIOUS MISCHIEF, FOR 1001 OF THE BUILDING. EXCLUDING: TOOLS AND EQUIPMENT NOT INCLUDED IN THE VALUE OF THE BUILDING. TRANSFER POLICY TO OWNER AT COMPLETION OF JOB IF OWNER SO DESIRES, IN WHICH CASE UNUSED PREMIUM WILL BE PRO -RAIED AND RETURNED TO CONTRACTOR BY OWNER. 2. OWNER WILL BE RESPONSIBLE FOR REGULAR PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE PROTECTING HIM FROM HIS CONTIGENT LIABILITY. TRADE NAMES: FOR CLARITY GE DESCREPTION AND AS A STANDARD OF COMPARISON, CERTAIN EQUIPMENT AND /OR MATERIALS HAVE BEEN SPECIFIED BY TRADE NAMES AND MANUFACTURERS. TO INSURE A UNIFORM BASIS FOR BIDDING, THE BIDDER SHALL BASE HIS PROPOSAL ON THE PARTICULAR SYSTEMS, EQUIPMENT OR MATERIALS SPECIFIED. AFTER THE CONTRACT IS LT, OTHER EQUIPMENT, MATERIALS, ETC. AS MANUFACTURED BY OTHER MANUFACTURERS MAY BE ACCEPTED ONLY IF, IN THE OPINION FO THE ARCHITECT /ENGINEER, SAME IS E(UIVALENT IN {DUALITY AND WORKMANSHIP AND WILL PERFORM SATISFACTORILY ITS INTENDED PURPOSE. NO MATERIAL CR PRODUCT SPECIFIED AND FOLLOWED BY THE WORDS OR EQUAL" NOR "OR AS APPROVED BY THE ARCHITECT" SHALL BE SUBSTI TED DURING BIDDING. SUBSTITUTION WILL ONLY BE CONSIDERED AS SPECIFIED IN SECTION 1C - -2, CONTACTOR TO REFUND ANY SAVINGS DUE TO CONTRACTOR INITIATED SUBSTITUTION DIRECTLY TO OWNER. CONTRACTOR TO ABSORB ANY ADDITIONAL ' »Cos rs DUE TO CON TRACTOR INITIATED SUBSTITUTIONS. BANK REFERENCES: CONTRACTORS TO SUBMIT DANK REFERENCE TO OWNER FOR .APPROVAL LU 1.) ALL WORK 10 2.) BUILDNG D ANY D 3.) CONTRACTCR GROUT. 4.) RESET /ED 5. o.) PLW frNG GC MATPi21AL3 A. - RAIN B. WATER E. RESERRD E33HG 6 =V E DONE iN ACCORDANCE WITH THE FLORIDA PLUMBING AND BUILDING CODES. WAGE SYSTEM DESIGN BASED ON 1 /2 " /FT. MINIMUM FALL, 2" PIPES AT ! /4 " /FT. MIN. FALL SHALL BE APPROVED BY ARCHITECT AND ENGINEER TO PROVIDE I" (MIN.) WATER PIPE CAF'PED AT ELECTRICAL METER TO BE USED AS TRACTOR TO RR1161 -1 ALL REQUIRED FLASHINGS FOR PIPES TO ROOFING CONTRACTOR ALL BE ALL NEW AND AS FOLLOWS: E PIPING - PVC SCH. 40 iRNG - ALL HOUSE WATER SUPPLY PIPING TO BE COPPER TUBE L C. A/C CONDENSATE GRAIN - SCI-1 40 PVC D. PLUMBING' FIXTURES 45 SELECTED BY OWNER, SUPPLIED AND INSTALLED BY CONTRACTOR ELECTRIC WATER, HeA1ER • AS SIZED AND LOCATED ON WORKING DRAWINGS. EACH TO HAVE HEAT RE LAIM DEVICE TO AJC SYSTEM COORDINATE WITH CONTRACTOR, ELECTRICIAN AND A/C CONTRA TOR WATER HEATERS AND NEAT RECLAIM GEvICES SUPPLIED AND 'INSTALLED BY CONTRA TOR NOT CONSIDERED A PLUMBING FIXTURE. G. VALVES 1 25 P51 NI SCOTT CR EQUAL. N. 1 -ASE BIBBS - CIa!CAGO 952 CR EQUAL A1.. NCB J 1.) PROVIDE ALL EXCAVATION, SACKFILL AND COMPACTION 45 REQUIRED FCR ALL PLUMBING WORK a) /Ecs1 TI -E FOLLOWING TESTS- : A U!ATER P INt ALL e 6t B .JECTED TO HYDROSTATIC PRESSURE TEST CF '00 P5t FOR A PERIOD Tai , E SUFFICIENT TO EXAr'1iNE ENTIRE SYSTEM BUT NOT LESS THAN ONE POOR CRA:1\LAG !PIPING • BEFORE iNSTALLATIC .OF ANY GRANS, THE ENDS OF THE SYSTEM SHALL BE CAF O AND ALL LAN; S FILLED JJ$tI -I WATER TO HIGHEST POINT 4ND ALLO.U'ED TO STAND t,�NTI L ; NS T'EC .G Tr V 1 M WATER LEVEL REMAiNB CONSTANT .3 AGE AND `; CCRREC ALL DEFECTS DISCLOSED BY ABOVE TESTS. '3.) ITERIL'ZE ALL ' )ATER LINES WITH A MIXTURE OF (2) TWO FQ, DS OF CI- ILCRiN,ATED LIME TO EACH GALLON OF WATER (50 FPM OF AVAILABLE CHLORINE). RETAIN MIXTURE iN PIPES 24 I QS AND 4 $ TI4CROUGI WITH POTABLE WATER BEFORE PLACING iN SERVICE THE MODIFIE SYSTEM FIXTURES AND EQUIPMENT SHALL BE GIVEN AN iN- SERVICE TEST AFTER i 'OMPLEt(GN F THE INSTALLATION fl_UMBNG C pE FREE FR ATE OF FI RK W1-11C14 TRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL MODIFIED PLUMBING WORK SHALL DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PEROID OF ONE YEAR FROM L ACCEPTANCE, AND THAT HE WILL, AT H16 EXPENSE REPAIR AND REPLACE ALL 3ECOMES DEFECTIVE DURING GUARANTEE PERIOD. 1 2.) CRK INCLUD D: INSTALL A MODIFIED WORKING PLUMBING SYSTEM, AS SHOWN ON UJCR<JNG l'RAVINGS, FR Q II VIDING COLD WATER TO ALL FIXTURES AND HOSE EIBBS, HOT WATER TO ALL EX APT TOILETS AND NOT WATER HEATER, A COMPLETE SEWAGE DISPOSAL SYSTEM ;T' ROM ALL FI >FTURE5 TO EXISTING SYSTEM. CONTRACTOR TO REVIEW ALL UJCRK!NG- R4W1NKs3 INc .UDiNG ARCHITECTURAL, ELECTRICAL, AIR CONDITIONING AND PLUMBING PLANS ;CR COMPLETE SCOPE OF WORK TO BE PERFORMED 13.) , SULATION: LE. HOT 'SUPPLY PIPING TO BE SOUND INSULATED WITH 4" MINIMUM ,ITHICK ARMCRFLEX OR RUBBERTEX. I4.) (LAS! TU, OFF VALVES TO BE PROVIDED AT ALL PLUMBING FIXTURES. :5) f SERVE D 1b.) '' SPRINKLER SYSTEM: SPRINKLER 'SYSTEM TO BE UNDER SEPARATE CONTRACT. Ai WORK REQUIRED: 1ONJNG A. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND TEMPORARY WORK REQUIRED FOR THE COMPLETE INSTALLATION OF THE COMPLETE HEATING, '✓ENTILATING AND AIR CONDITIONING SYSTEM FCR THE PREMISES DESCRIBED. READY FCR SAFE OPERATION OF THE SYSTEM HEREIN DESCRIBED AND SHOWN ON THE CONTRACT DRAWINGS. CONTRACTOR TO SUBMIT FCR ARCHITECTURAL REvIEW, AiC SHOP DRAWINGS, EQUIPMENT SPECIFICATIONS, HEAT GAIN AND ENERGY CALCULATIONS, DUCTWORK DESIGN, LAYOUT AND SIZES. D. THE SCOPE OF THE: II:CRK SHALL INCLUDE THE FOLLOWING, BUT IS NOT LIMITED THERETO B. THE INTENT CF THEESE SPECIFICATIONS AND CONTRACT CRAWtNGS 15 TO PROVIDE COMPLETE INSTALLATION OF THE VARIOUS SYSTEM DESCRIBED HEREIN AND INDICATED ON THE: DRAWINGS. ANY LISTING CR INDICATION CF ITEMS FURNISHED CR WORK TO BE PREFORMED, SHALL NOT BE CONSTRUED TO BE COMPLETE iN ITSELF AND SHALL NOT LIMIT THE CONTRACTOR TO FURNISH AND INSTALL ALL WORK, EQUIPMENT, ACCESSORIES, CONTROLS, ETC, TO COMPLETE THE GNOTRAGT iN SUBSTANTIAL AND TIMELY MANNER C. SYSTEM DESIGN: TE AIR CONDITIONING SYSTEM, AS SHOWN ON THE WCRKiNG DRAWINGS AND AS) NOTED IN THE SPECIFICATIONS, IS A DESIGN GUIDE, TO ILLUSTRATE THE INTENT OF THE COMPLETE HEATING, COOLING AND EXHAUST AIR SYSTEMS. ANY ADDITION, CHANGE :5 CR MODIFICATIONS THAT THE A/C CONTRACTOR DEEMS NECESSARY FCR THE PROPER 'INSTALLATION OF AN ECONOMICAL AND EFFICIENT HEATING AND GOOLNG SYSTEM 4!S THE TOTAL RESPONSIBLITY OF THE A/C CONTRACTOR ANY SUGGESTED MODIFICATIONS AND /CR ADDITIONS TO THE SYSTEMS ARE TO BE BROUGHT TO THE ARCHITECT'S ATTENTION DURING THE BIDDING PROCESS BEFORE PROCEEDING UITH PRICING. THE ARCHITECT WILL DECIDE, AT THAT POINT, IF CHANGES ARE REQUIRED. AFTER THE sir) !S ,APPROVED AND CONTRACTS SIGNED BETWEEN THE OWNER AND THE CONTRACTOR ANDrCR SUBCONTRACTOR, ANY MODIFICATIONS AND /CR ADDITIONS DEEMED NECESSARY FOR TiI4E PROPER INSTALLATION AND OPERATION FCR AN ECONOMICAL 4ND EFFICIENT HEATING AND COOLING SYSTEM SHALL BE THE CONTRACTOR'S RESPONSIBILITY WITH NO ADDITIGN4L CHARGES TO THE OWNER. ONLY GU,•ER INITIATED CHANGES WILL BE CONSIDERED !):CR CHARGES OVER AND ABOVE THE CONTRACT SUM. 1. COMPLETE AIR CON'DITION'ING SYSTEM, AIR COOLED CONDENSING UNIT, AIR HANDLING UNIT, FANS PIPING AND ALL NECESSARY ACCESSORIES TO COMPLETE THE SYSTEMS. 2. AIR DISTR'SUTI(ON SYSTEMS AND RETURN SYSTEMS, 3. VENTILATION OIF BATS =S 4. ,NSULATION CF EQUIPMENT. 5. HEATING AND CCOOLiNG THERMOSTATS. b. TESTING AND (ADJUSTING (BALANCING) OF ALL SYSTEMS. E. THE CONTRACTOR, SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT SHOUIN CR INDICATED FOR A COMPLETE H.'A.0 SYSTEM iN ACCORDANCE WITH THESE CRAWiNGS, AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: NFP.A. PAMPHLETS ?Oa AND ?1. 2 AN.S.I. 2 -9.1 MEC11-4ANICAL REFRIGERATION. 3 Sj'1A.CNA. 4. A.S.N.RA E. 2. ALL AIR CONC'TiON:N!.1 DUCPWCRK SHALL zE I4/22" (MAN.) FIBERGLASS CR AS SPECIFIED BY COLE. 3. ALL EXHAUST DUCTU.0RK SHALL BE GOLD GALVANIZED SHEET METAL. 4. PROVIDE i" INS+,1LATED P.Y.G. CONDENSATE CRAIN FCR AIR CONDITIONING UNIT AND CRAiN TO OUTSIDE CRYU!EL L A5 5H011k1 GN THE PLANS AND /CR AS PERMITTED BY THE CODE. 5 ALL A,R CE' ✓ICES AND D,FRSER5 (REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CC3NSTRUCT!GN tUITH EXPOSED SURFACES FACTORY PAINTED '.UNITE PRIMER FCR APPLICATION OF PAINT FINISH AS DIRECTED BY ID.. ALL AIR DEVICES SHALL BE AS SHO..L.N ON SCHEDULE, PLAN AND /OR S14CP CRA J NGS b. FROVICE CFFOSED BLADE DAMPERS, TURNING VANES AND EXTRACTORS AT DIFFUSERS AND REGISTERS. 1. THERMOSTATS SHALL BE HONEYWELL COMFORT CONTROL CENTER THERMOSTAT OR AN APPROVED EQUAL. a ALL REFRIGERANT P!P1NG SHALL BE COFFER INSULATE ALL LIQUID LINES WITH "ARMFLEX" OR AN APPROVED EQUAL. a THE CONTRACTOR SHALL EE RESPONSABLE FOR BALANCING THE H.v.A.0 SYSTEM AND FCR PRINTING NSTRJCTIONS FCR THE OWNERS OPERATION OF THE SYSTEM, ALSO STATING ITEMS COVERED BY HIS GUARANTEE. 10. THE CONTRACTCR SHALL PROVIDE A LIQUID LINE DRYER AND SIGHTGLASS FCR ALL SYSTEMS 11. THE CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED CR AN APFROVED EQUAL FOR OPERATION AT THE SPECIFIED ELECTRICAL REQUIREMENTS. 12. ELECTRIC STRIP HEATERS SHALL BE UNIT - MOUNTED, COMPLETE WITH FUSES, HI -TEMP CUTOUTS (AUTO AND MANUAL), RELAYS, ETC., AND WITH SIZES 45 NOTED. 13. TI-4E NSIDE OF ALL VISIBLE LINEAR DIFFUSERS SHALL BE PAINTED FLAT BLACK 14. PROVIDE RETURN AiR FILTERS ON ALL AR CONDITIONING EQUIPMENT. 15. PROVIDE FIRE DAMPER5 IN ALL DUCTS PASSING rHRJ FIRE DIVISION WALLS, ROOF PENETRATIONS AND FLOOR PENETRATIONS. FIRE DAMPERS iNSTALLAT!ONS SHALL CO'1PLY WITH THE LOCAL CODES. lb. AIR CONDITIONING EQUIPMENT TO HAVE A MN!MJM 1 2.0 SEER RATING ,1. A/C COMPRESSORS TO BE EQUIPPED WITH HEAT RECLAIM DEVICES FCR DOMESTIC HOT WATER. COORDINATE IUITI-I CONTRACTOR, PLUMBER, AND ELECTRICIAN. ALL EQUIPMENT TO BE MOUNTED AT CR ABOVE FLOOD LEVEL. !a GENERAL CONTRACTCR TO UNDERCUT INTERIOR DOORS A5 DIRECTED BY A/C SHOP GRAWINGS FOR PROPER P NCTIONiNG OF THE RETURN AIR SYSTEMS. 6. THE ARCHITECT ST=ALL BE SOLE INTERPRETER OF ALL RELATED CONTRACT DOCUMENTS. I. THE DRAWINGS AND SPECIFICATION NOTES ARE INTENDED TO EE COMPLETE AND CONSCERED SUPPLEMENTARY TO ONE AND THE OTHER. MATERIALS AND WORKMANSHIP INDICATED, CALLED FCR, CR IMPLIED BY ONE AND NOT THE OTHER, SHALL BE FURNISHED AND INSTALLED 45 THOUGH SPECIFICALLY CALLED FOR BY BOTH. SHOULD ANY DISCREPANCY APPEAR iN EITHER, CALL CLARIFICATION AND CORRECTION BEFCRE SUBMITTING BID. 2. IT i5 THE INTENT OF THE DRAWINGS AND SPECIFICATION NOTES TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE SECTIONS OF THE SPECIFICATIONS! HOWEVER, SUCH SEPARATIONS SHALL NOT RELIEVE THE CONTRACT FROM FULL RESPONSIBILITY OF COMPLIANCE WITH THE WORK CF HIS /HER TRADE WHICH MAY BE INDICATED ON ANY OF THE DRAWINGS AND OTHER SECTIONS CF THE SPEC;FICATIONS 3. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWING AND SPECIFICATIONS, iN ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES AND SECTIONS. THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 4. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE MECHANICAL AND ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENSIONS. THE MECHANICAL AND ELECTRICAL CRAVINGS AND DIAGRAMMATIC BUT ARE TO BE FOLLOWED 45 CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND WORK OF OTHER TRADES WILL PERMIT 5. THE DRAWINGS AND RISERS INDICATE , N DIAGRAMMATIC FORM THE ARRANGEMENTS DESIRED FOR ALL EQUIPMENT, FRNCIPAL APPARATUS, ETC., AND SHALL BE FOLLOWED 45 CLOSELY AS POSSIBLE. HOWEVER, THE CONTRACTOR SHALL INCLUDE ANY ADDITIONAL CONDUIT, BOXES AND WIRING DUE TO STRUCTURAL CR OTHER OBSTRUCTIONS AT NO EXTRA COST TO THE OWNER 1. CHECK OTHER SECTIONS OF THE SPECiFICATIGN NOTES FCR EQUIPMENT TO BE CONNECTED UNDER THIS CONTRACT, ALL ELECTRICAL EQUIPMENT SHALL BE WIRED UNDER THIS CONTRACT. EXTRAS SHALL NOT BE ALLOWED FCR FAILURE IN THE CONTRACTOR'S PART TO COMPLY WITH THE ABOVE. 2. AIR CONDITIONING AND VENTILATING EQUIPMENT POWER AND CONTROL CONNECTIONS CONTROL WIRING DIAGRAMS, STARTERS, CONDUCTOR, THERMOSTATS, ETC., SHALL BE FURNISHED BY THE AIR CONDITIONING CONTRACTOR SAFETY SWITCHES, JUNCTION BOXES, WIRING AND MATERIAL FOR CONNECTION OF ALL EQUIPMENT AND CONTROL SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR 9. ALL ELECTRIAL SWITCHES, RECEPTACLES, LIGHT FIXTURES, TELEVISION, TELEPHONE FOXES, ETC. ARE TO BE INSTALLED FCR ARCHITECT'S INSPECTION BEFORE INSTALLATION OF RIGID CONDUIT CR ROMEX W!RiNG. 1 0. ALL WALL MOUNTED SWITCHES TO BE MOUNTED TO MATCH EXIST. 32. CONDUIT SIZING: ELECTRICAL CONTRACTOR IS TO VERIFY AND ADJUST UNLESS OTHERWISE NOTED. EXACT CONDUIT SIZE 45 REQUIRED FCR PROPER INSTALLATION OF WIRING. 11. ALL WALL MOUNTED ELECTRICAL RECEPTACLES, TELEVISION, AND TELEPHONE ADDITIONAL CONDUIT SIZING DUE TO LENGTH OF PULL CR NUMBER OF BENDS OUTLETS TO BE MOUNTED TO MATCH EXIST TO BE THE CONTRACTORS RESPONSIBILITY IN DESIGN, MATERIAL AND UNLESS OTHERWISE NOTED. INSTALLATION. NO EXTRAS CHARGED FOR CONDUIT UPGRADE WILL BE PERMITTED. 12. LOCATION OF ALL LIGHT FIXTURES TO BE VERFIED BY ARCHITECT BEFORE FINAL INSTALLATION 13 VERIFY SEQUENCE OF LIGHT &UITCI -TES WITH ARCHITECT BEFORE INSTALLATION 14. MOUNT ALL EXTERIOR WATERPROOF RECEPTACLES 'o" TO CENTER LNE ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. 15 SPECIALTY SYSTEM± FCR PHONES INTERCOM SECURITY, CABLE, ETC, SEE SHOP DRAWINGS. b ELECTRICAL CONTRACTCR TO HOCK UP ALL ELECTRICAL LOCATED IN CABINETS. HEIGHT A5 INDICATED ON DRAWINGS AND 45 SPECIFIED B` ARCHITECT AND I.D. ELECTRICAL RECEPTACLES AND SWITCHES iN BATHROOMS AND DRESSING AREAS BACK AND SIDE SPLASH TO BE MOUNTED HORIZONTAL AT 3" CENTER LINE ABOVE FINISHED vANITY SURFACE UNLESS OTHERWISE NOTED DUE TO SPLASH DESIGN. VERIFY EXACT LOCATION AND HEIGHT WITH ARCHITECT AND 1 D 11. ANY MODIFICATION TO THE ELECTRICAL PANEL, DISCONNECT AND METER CONFIGURATION, 46 REQU RED BY CODE, 15 THE CONTRACTOR'S RESPONSIBILITY BOTH iN DESIGN AND INSTALLATION COSTS. 1a ELECTRICAL CIRCUIT BREAKERS TO BE THERMAL MAGNETIC. 19, ALL ELECTRICAL WIRING TO BE COPPER WIRE iN CONDUIT WHERE REQUIRED BY CODE AND ROMEX ELSEWHERE. 20. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM T IN THE MARITAL AREAS. 21. NO AFPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 22.4/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 23 MAIN CIRCUIT BREAKER PANEL SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 24 THE CONTRACTOR IS TO CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS 25. WIRING DEVICES A. INTERIOR WALL PLATES FCR ALL WALL SWITCHES AND RECEPTACLES SHALL BE STANDARD SCREW - ON DESIGNED FACEPLATES COLOR AS SELECTED BY INTERIOR DESIGNER. INTERIOR LIGHTING SWITCHES SHALL BE LUTRON 'DIVA" CONTROLS. C. DUPLEX RECEPTACLES TO BE LUTRON ''NOVA T" CONTROLS, COLOR AS SELECTED BY INTERIOR DESIGNER D. INCANDESCENT, ELECTRICAL, MAGNETIC AND FLOURESCENT DIMMERS SHALL BE LUTON ''DIVA" CONTROLS. 26. LIGHT FIXTURES A. THE CONTRACTOR SHALL RECEIVE, STORE, INSTALL AND CONNECT LIGHTING FIXTURES AS SHOWN ON THE CRAVINGS. B. LIGHTING FIXTURES AND BULBS SELECTED BY OWNER, FURNISHED AND • INSTALLED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. C. LOCATION OF ALL LIGHT FIXTURES TO BE VERIFIED BY ARCHITECT BEFORE INSTALLATION. 21. HOT WATER SYSTEM: ELECTRICAL CONTRACTOR TO INSTALL NECESSARY HOCK - UP FCR HOT WATER SYSTEM BETWEEN HEATER, 4 CARRIER HOT SHOT RECLAIM DEVICES. SEE WORKING DRAWINGS FCR DESIGN AND LOCATION. ALL (WATER HEATERS TO BE EQUIPPED WITH SWITCHES. 22. SUBCONTRACTOR COCRDINATION: THE ELECTRICAL CONTRACTOR, UNDER THE GENERAL CONTRACTORS SUPERVISION, 15 TO COORDINATE HIS WORK WITH THE AIR CONDITIONING SUB - CONTRACTOR SO THE PLACEMENT CF THEIR RESPECTIVE FACILITIES WILL NOT BE iN CONFLICT. FIT BECOMES NECESSARY FCR THE ELECTRICAL FACILITIES TO BE RELOCATED TO MAKE WAY Fc THE AIR - CONDITIONING FACILITIES, IT WILL BE GONE AT THE EXPENSE OF THE ELECTRICAL CONTRACTCR 29. VOLTAGE CROP: THE WIRE SIZES SPECIFIED ARE MINIMUM. THE ELECTRICAL CONTRACTOR IS TO BE RESPONSIBLE FOR INCREASING WIRE SIZE DUE TO VOLTAGE DROP iN ELECTRICAL RUNS THAT EXCEED ACCEPTABLE LENGTHS CONSIDERING DEIGN WATTS LOAD. 30. !WIRING COORDINATION: ELECTRICAL CONTRACTOR IS TO '✓ERFY EXACT WIRE SIZE AND BRAKER SIZE FCR INSTALLATION OF WATER HEATER, AIR CONDITIONING, COCKING EQUIPMENT, MOTORS AND OTHER EQUIPMENT AND CONNECTIONS, ETC. BEFCRE PULING ANY NECESSARY .DIRE. CONTRACTOR TO NOTIFY ARCHITECT CONCERNING ELECTRICAL SIZING CHANGES DUE TO EQUIPMENT MODIFICATIONS CR CODE REQUIREMENTS. 31. CEILING FANS: EACH FAN TO BE INDIVIDUALLY DIMMER SWITCHED (NO MORE THAN ONE PER SWITCH). LIGHTS ON FANS MAY BE GANGED SWITCHED. CONTRACTOR TO VERIFY LOCATION OF CEILING FANS AND NOTIFY ARCHITECT OF CONFLICTS BETWEEN OPERATION CF FANS AND SURROUNDING BUILDING ELEMENTS, SUCH 45, BUT NOT LIMITED TO, CABINETS, LIGHT FIXTURES, WALLS, CEILINGS, BEAMS, ETC. 33 GF.I. OUTLETS: ALL OUTLETS REQUIRING GF.I. TO HAVE G.F.I. RECEPTACLES. 34, SMOKE DETECTOR NOTE ALL SMOKE DETECTORS SHALL BE HARD WIRED TO THE ELECTRICAL DISTRIBUTION SYSTEM 4 ALL SUCH DETECTORS SHALL BE BATTERY BACK -UP. SMOKE DETECTORS TO BE CONNECTED TO A BATH, KITCHEN LIGHTING CIRCUIT, BEFORE SWITCH. NFPA 12 2 -I.I.1 35. FAN NOTE: FANS SHALL APPEAR ON SCHEDULE AT NO LESS THAN 200 WATTS EACH (CIRCUIT 4WIRE A3 REQU 3.6. DECK 4 PLANTER LIGHTS. CONTRACTOR TO F'RO'IDE P.V.C. RACEWAYS FCR At ELECTRICAL AND RRIGATION TO ALL PLANTERS. APR 1 0 2003 Rid'. 1 -2 -02 SPEC 6.1102 SALYER RESIDENCE 311 N.E. 94th ST., MIAMI SHARES, FL Barry Sugarman - Architect - A.I.A. 12601 Northeost 7th Avenue, North Mfomi, Flo. 33161 PHONE: 303- 893 -6055 FLA. REG. 14136 ELECTRICAL, MECHANICAL, BIDS NOTE$ T.) ._........: . 1 '--- -) ' .1 ..., , ,,,,,,_ I i ,--•- ,,..._........, ,e.---,--.— ..,...... ......,..„..„. . .... .,...........4-......... i .....,.... i ,............ T *7.7.:".....1 : .-- ......... . , 7 ........., ( . ,,...„..,„ ----:,-) ' 3r . .. 1 --. ..- i - "---) ---- - . - --- ..., _.....;._ ) c - ---,,. _.,..„ ..„...:-..„..7 ...) .._.....,........) cv :.1‘16.V I i - .7..... - ...... - ..t.,T7.".- . 1' . ..Z.,-,‘,,,.,-'.1...7........7.7-T,;77.7,,:.,...:- . 7.... 1 'i 1 U 1 LT ci 5.. ti-:0 APR 1 0 2003 • e LEFT 3tDE ELEVP\TiON NE eoT • t • 3AL RE5t e ‘,3 I $,E 94th ST, tvitM41 380 .*4 ttL •, Barry Sugernian • Archttect • MA 12601 Northeao 7th Avenue, North Miam) Fla. 33141 Phonik M40-600 • FLA. FIEO. 14154