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05-1332-000r Building Analysis Entire House For: ADDITON FOR DIANE McCOY 5760 SW 84 ST, MIAMI, FL Location: Miami; Int'I AP ' L F, US Elevation: 13 ft Latitude: 26 °N O Dry bulb ( °F) Heating Daily range (OF) - Wet bulb ( °) - Wind speed (mph) 15.0 Indoor. Job: Date: By: Os - 1332 Heating Indoor temperature ( °F) Desiggn TD (°F Relafnre humidity (% Cooling 11 (L) 77 7.5 Moisture difference ()grAb) Infiltration: Method Construction quality Fireplaces Job: Date: By: Os - 1332 Heating Co 75 Btuh g 20 15 30 50 -10.2 55.5 Simplified Average 0 e.atln Component Bh"ft2 Btuh % of load Walls 2.9 3478 18.0 Glazing 21.3 6205 32.1 Doors 0.0 0 0.0 Ceilings 0.7 1249 6.5 Floors 1.6 3035 15.7 Infiltration 15.3 4439 23.0 Ducts 920 4.8 Piping 0 0.0 Humidification 0 0.0 Ventilation 0 0.0 Adjustments 0 Total 1 19326 100.0 c? x . -" n _t 5' -c`4i T Saks -wi %g ; �,t- --e- - ,f� c^ r- -cF' s.. i_ O.O. I! n �i Component • • Btuh % of load Vftft • • 10.8 Glazing .. m 52.8 Doors fe 0 0.0 Ceilings 1.4 2684 10.9 Floors 0.0 0 0.0 Infiltration 5.7 • .... rte, 2243 9.1 Ventilation --- 0 0.0 Internal gains 2400• 9.7 Blower c? x . -" n _t 5' -c`4i T Saks -wi %g ; �,t- --e- - ,f� c^ r- -cF' s.. i_ O.O. I! n �i Component Btuh/ft2 Btuh % of load Walls 2.2 2661 10.8 Glazing 44.7 13020 52.8 Doors 0.0 0 0.0 Ceilings 1.4 2684 10.9 Floors 0.0 0 0.0 Infiltration 5.7 1665 6.7 Ducts 2243 9.1 Ventilation --- 0 0.0 Internal gains 2400• 9.7 Blower 0 0.0 Adjustments 0 r24673 Total 100.0 Overall U -value = 0.132 Btuh/ft2 - °F WARNING: suspicious slab -on -grade floor perimeter in SITTING RM. BoMmile vakm have been msn sally owe►.idden Aftwnghtsoft RightSude Residential 5 9 37 RSR29070 2005Sep -01 13 13 47 Aft C \My Documents\Wnghtsoft WAC\MCCOY rrp Calc = MR Orientation = N page 1 • •••• Project Summary Entire House For: Notes: ADDITON FOR DIANE McCOY 5760 SW 84 ST, MIAMI, FL Job: Daft: Weather: Miami, Intl AP, FL, US Winter Design Conditions Outside db 50 OF Inside db 70 OF Design TD 20 OF Heating Summary 0.80 Structure 18406 Btuh Ducts 920 cfm Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 19326 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Equipment Summary Make n/a Trade Model n/a Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF Heating Cooling Area (ft=) 1892 1892 Volume (ft3) 15134 15134 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 202 101 Heating Equipment Summary Make n/a Trade Model n/a Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 0 Btuh 19326 Btuh 13 OF 1367 cfm 0.071 cfm /Btuh 0.30 in H2O Summer Design Conditions Outside db 90 OF .. Inside db • • OF • • Design TD 15 OF • Daily range • • • • • t • • Relative humidity 50 % • • • • Moisture difference 55 gr/lb Sensible Cooling Equipment l oad 4919' Structure • 24673 Btub • • ". Ducts 2243 Btuh • • • • Central vent (0 cfm) • Q Btuh Blower : • Btuh • Use manufacturer's data n •' Rate /swing multiplier . 0.96 • • • • Equipment sensible load X3433 Btuh• .... • :.: Latent Cooling EquipmenlYi6i d Sizing Structure 4727 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4727 Btuh Equipment total load 28166 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Trane (EXIST) Trade XE 12 Cond TTP036T100A2(EXIST) Coil TWE036C140Fb(EXIST) Efficiency 12 SEER Sensible cooling 24816 Btuh Latent cooling 10384 Btuh Total cooling 35200 Btuh Actual air flow 1367 cfm Air flow factor 0.055 cfm /Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Sold/italic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,gam,. WrlC1ll'1t50ft Right-Suite Residential 5 9 37 RSR29070 2005 Sep01 1313 48 A-MN C \My Documents\Wnghtsoft HVAC\MCCOY rrp Calc = MJ7 Orientation = N Page 1 • •••• Short Form Job Date: Entire House By: For: ADDITON FOR DIANE McCOY Htg load (Btuh) Clg load (Btuh) 5760 SW 84 ST, MIAMI, FL Clg AVF (cfm) BEDRM 1 167 2326 3152 165 175 SITTING RM Htg CIg Infiltration 140 Outside db ( °F) 50 90 Method Simplified Inside db ( °F) 70 75 Construction quality Average Design TD (•F) 20 15 Fireplaces 0 Daily range - L 320 BATH 2 Inside humidity ( %) - 50 4 8 Moisture difference (gr/lb) - 55 187 • 10 EXIST FOYER 105 1309 931 93 52 EXIST BATH 1 72 HEATING EQUIPMENT 37 COOLING EQUIPAMAY ' Make n/a 831 1439 .�cl% Make Trane (EXIST) • Trade Trade XE 12 ' Model n/a Cond TTP036T100A2(EXIS71 • Coil TWE036C140F0(EXIT) .... Efficiency 100 EFF Efficiency 12 EEI, • • Heating input 0 Btuh Sensible cooling X4 ;Btuh Heating output 19326 Btuh OF Latent cooling ,% 1�3 °84 :Btuh • • , • - • • Temperature rise 13 Total cooling 35200 Btuh • • Actual air flow 1367 cfm Actual air flow '1367 cfm Air flow factor 0 071 cfm /Btuh Air flow factor 0 VW .cfm /B1uh • • • Static pressure 0.30 in H2O Static pressure ;0.30 in H2O•*•" Space thermostat Load sensible heat ratio 00.840 NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) BEDRM 1 167 2326 3152 165 175 SITTING RM 265 1980 1629 140 90 NEW FLORIDA RM 313 4402 4208 311 233 BEDRM 2 187 1005 2135 71 118 EXIST LIVING RM 329 3165 5783 224 320 BATH 2 88 61 138 4 8 EXIST KITCHEN 120 83 187 6 10 EXIST FOYER 105 1309 931 93 52 EXIST BATH 1 72 524 720 37 40 EXIST LAUNDRY 69 831 1439 .�cl% 59 80 EXIST DINING 76 3640 rife '�*4, BolcWtalic values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� W nghrtsoft RightSude Resdenhal 5 9 37 RSR29070 2005- Sep-01 13 13 48 ACOk C UAy Documents \WngMsoft HVAC\MCCOY rrp Calc = MJ7 OnerrWbn = N Page 1 Entire House d 1892 19326 24673 1367 1367 Other equip loads 0 0 • • Equip. @ 0.95 RSM • • • goo 0000• 23439 Latent cooling 0000 • • • 4727 • • 0000 • 0000•• T(1TA1 C 1807 10478 7ft1 Ri'. 1Iii7 1iii7 801"alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wnghtSC) t RightSude Residential 5 9 37 RSR29070 2005Se"l 1313 48 f CCX C \My Documents %WnghtsoR FNAC%MCOOY np Calc = MR Onentabon = N Page 2 • 0000• 0000 • • • • • • • goo 0000• • • 0000•• 0000 • • • • • 0000 • 0000•• so • • 0 • • 00 0000•• • • • • • 0000 •• • • • 0000 •060.0 • •• •6•• •• • • 0000 0 0 0 0 • • 0 • • • 0 0 • 0 0000 0000 00 0 0 • • •• • • • • 0000 • • • • • • • • • 801"alic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� wnghtSC) t RightSude Residential 5 9 37 RSR29070 2005Se"l 1313 48 f CCX C \My Documents %WnghtsoR FNAC%MCOOY np Calc = MR Onentabon = N Page 2 t _• 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Smell Addhions, Renovadons & Building Systems Cmtp mwgtMeMCd0tapler6ddmFloridaErt WEftaencyCodemaybedenion 0afe0DymeuSBOIhomttiva:W ror W.Mlca,m., AND ADDRESS: PER19it"IPIu %IumA I c OFFlCE: ZONE: 7 Q 8 ® 9 OWNER: D)-A_-0 L411 P MC PEM01110. CTMNO•: SMMiAt)DR1MTOEIWMRESIDENCE (USrpmefeelabssdm uiedar* kwkoem#wo%inTWm6C-l.rAaWC3M*o*tDftmffpm-aalftadftm,rdtDftmftbAft $p�ry�tacpdeg,> aid+ ra�rhm6tgP. �Opretd�a�tyle�elsmatbemMar�ly. ihateq�epmerdtstsdBeespeaha�rbsaveoteadd6ona' sttt�tgate �adncory 'utt�onwm�d,eaeasmc�trurbon Cariponmts st�empmtcortd�speoesdaneortdtortedspaoesmsttneettitepesabedrminuneatAa6mlevels. RBrOVATiONSIRmfda�ttuldatgstatde9�9�Amaetlt�t3096dAtemsessedw�edtlte presaip6rere�tQenvatlsinTabks6G1 and6G, 2eppifailrbtltacanipatadsardegmpnwniteirgrertowaMdorrepiacad AIAWIffACiUR ®i1QelESANOS111.D9rGS Od/tarrtpone�andfeahaes eteooeredlyft form KIM SYSTEMSCarplywttertaar0ft new SY510reBiretai d 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.) S. 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- 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) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elect strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) d 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 homes with site installed components. 1. 2. 3. 4. Sing a P a Double Pane Dsq. 6a. 5 ft. sq. 6b. ' sq. ft. sq. 7. % 8a. R= Off- lin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= ZZ, sq. ft. 9a -2 R= -sq. ft• 9b-1 R= sq. ft. 9b-2 R= sq. ft. 9c ' ; '• % 10a. R= sq* ft• • 10b. R= sgrk!• 11. T : G�"- �C� • ?iZl •• 12. 13a. • ' 13b. ••�•• ••.. 14. Type: EF: Y Z T :s�•• • 1 hereby cert: the he an and s iftcaho co erect by the calculaho are i Review d plans and specifications covered by this calculation indicates compliance compliance vntFt 1 rgy C r ' the Ronda Energy Code Before construction is completed, the building will be PREPARED BT: i pp- 1 ecled for compliance m accordance with Section 553 908, F S I hereby certify at bui di to with Fonda Energy C e taui�rG oFRCrA� OWNER AGE _ - -- - __ -__ -- _ DATE --- _ -__ --- DATE: --- - - - --_ -- - -- - -- FLORIDA BUILDING CODE - BUILDING 13.205 Climate Zones 7 8 9 TABLE 6C-1: PRESCRIPTIVE REOUREMENTS FOR SMALL AMMONS (600 Sri R and LessL RENOVATIOW TO EYL nMP m m nW.0 ern ftl=-M r.1 1 en COMPONENT MINIMIAM INSULATION - INSULATION INSTALLED - -- - - - -- -�� - r.v.wua E ENT �w•rw��.lwiRNnYrA1L1UrRVn�ltl MINIMUM EFR(RENCY -. INSTALLED EFRCIENCY cn a 3 Concrete Block Frame, 2' x 4' Frame, 2'x 8" Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 c5 -i g C tral A/C - -Single Pkg Room unit or PTAC SEER = 10.0 SEER = 9.7 EER = 8.5' SEER = �Q SEER = EER = ouble __ Double _ (n a -4 U Under Attic Single Assembly , Enclosed Metal Pans Single Assembly; Open Common, Frame R.30 R -19 R -13 R -10 R -11 x a N ectric Resist Heat pump - it Single Plug. Room unit or PTHP Gas, natural or Propane Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7' AFUE _ 78 AFUE = .78 HSP HSPF HSPF/ _ COP AFUE _ AFUE _ -- cc O O U. Slab-on-grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R-5 R -11 Q 11% 78 0'-.61 3-.87 2'-.75 1- 57 0- 39 2 - .78 1'- 61 0'- .44 rc i Electric Resistance Gas; Natural or LP. Fuel Ol EF = .88 EF = .54 EF = 54 EF = EF EF o~ In unconditioned space In conditioned space R-6 No minimum COMPONENTS E606.1 ION REQUIREMENTS Exterior Joints & Cracks .1 To be caulked sketed weather -stn ed or otherwise sealed. Exterior Windows & Doors .1 Max. 0.3 cfm/ .h. window area; 5 cfm/s ft. door area. Sole & To Plates Sole ates and penetrations throw top later of exterior walls must be sealed. Recessed LI htin .1 Type IC rated with no penetrations two alternatives allowed). MulEng ouses 606.1 Air bamer on perimeter of floor cave between floors. HEC TABLE 6C -2: PRF.'LRIPTN= oVn11rochucur& con n..c.. _ * See Table 6 -3.6.7 Maximum Dercantage glass to floor area allowed is selected by WN. overhanct length, and solar heat oaln ooefficient. Maximum% = 3e3 Installed % _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single DoSin a ouble Single Double Single Double q78(:'j�-2� 1'- 87 0'- 0'-.75 1'-.75 0 - .57 11% 78 0'-.61 3-.87 2'-.75 1- 57 0- 39 2 - .78 1'- 61 0'- .44 4-.87 3'-.75 2'-.57 1'-.39 3'- .78 2'-.61 l'-.44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC =.87. double clear SHGC =.78, and single tint SHGC =.75. TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS E606.1 ION REQUIREMENTS Exterior Joints & Cracks .1 To be caulked sketed weather -stn ed or otherwise sealed. Exterior Windows & Doors .1 Max. 0.3 cfm/ .h. window area; 5 cfm/s ft. door area. Sole & To Plates Sole ates and penetrations throw top later of exterior walls must be sealed. Recessed LI htin .1 Type IC rated with no penetrations two alternatives allowed). MulEng ouses 606.1 Air bamer on perimeter of floor cave between floors. HEC Exhe 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with int I exhaust ductwork. • • Com 606.1 �exce Watrs 612.1 Combustion space and water heating systems must be provided with outside combo stern air, • • for direct vent appliances. . • • • • • Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circ@i r (electric)* o cat s must rove External r built-in t it for ve 'cal rise • • • • Swipas Poo 612 1 Hot 612 1 Shos 612 1 HVAC Duct 610.1 Construction, Insulation & Installation HVAC Controls 607.1 GENERAL DIRECTIONS & heated pools must have covers (except solar heated). Non - commercial pools must have a um timer. Gass & I heaters must have minimum thermal efticie of 78 ! • Insulation is r wired for hot water circulatin s stems includin heat recoye units . Water Row must be restricted to no more than 2.5 gallons minute at 80 PSIG. • • • • 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. Du6ts in alts must ado insulated to a minimum of R•6. • • • Separate readily accessible manual or automatic thermostat for each system • • • • • / . / • YYY I On Table6C-1 While the R -value ol the ns fabon added b each • • o canpafierit and the dlhaerhry levels of the equpment berg msfaBed A6 R•valnres and el4txniaes rsfa6ed mist rred or the nnncriYtivduGS Wed 2 ADDfTfONSb� rimier being added nor renovated may be LA blardc � • • � • • Determ the percentage d new glass b conditioned floor area m the addmori as lottom Toth the areas of aA gins xvdows, s6drg l doors and glass door • • • • glass and add d to the preAo s lote1 When glass m embng witerior walls s being removed or enclosed by the a�born, an arigiad � je area of all ran•verbcal roof 9 aw fl by thecatdUded Odor area of th add6on Minlh 10p to the � b � total arm of the glass may be subbacted from"tEl ASS area. Dmde ft 4aled (Soigeorfbtibet>anhmdfi the ov flyby get pew Fmditlargest�SsPemaifageu> derwlxhyourcab /atedpercenlagghisanTade6C -2. Rescrovmaregwenbytlietypeclgbss fang (N pared with a solar lit gam eodicient (SHGC► For a given glass "and overhang, the mrm um solar heat gam coetfiaerd allowed is specified. Actual glass windows and doors previ 111tieexteirawallsofft house and bemgrentalledm the addirondD not havetocargryaMft over" arid solar heal gancoeffiderdr ri cn7ade6C.2 ABnewgla�sotlieaddloonmustmeet9neregwrenerq to one d the opbas m die glass percerhtege celegory YW mdcated The overhang (OH) disbuhce s measured perperhdiculady horn the d the glass b a paint directly caber the auteumoat 3 RENOVATIONS ONLY fieplacemaht glass needs tomcet de lo0ornng regnmeiriethte Any glass type and solar treat gamcoefficient may be used br glass areas which are order al Last a two f �werhang and whose bwes1 edge 4 BUILDING ot a terd kd$ than ll feet Irom the werhimg Glass areas beep renovated that do riot med nos rnlena must be enter sirgle pane ended, dwntle liaredear a double•pam wed Campy when new system s installed for system installed 5 Compete the mbmhahon requested on ire top hall of page 1 6 Read Vhmum Requremenis for Small Addilm and RenovaboW, Table 6G3, and check all applicable news 7 Read, sign and date ft 10w edAgenr cerftlion statement on page I 13.208 FLORIDA BUILDING CODE - BUILDING 1••G•• r • • • Goes** • .✓ J A FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Smell Additlons, Renovations 8 Buflddtg Systems Carp6moewilfiMeltodCdChaffer Sol IleRuidaGvWSbaier yCodemaybedemon0alEdbreleuseaFMIJUL ottaaamiaBamusquaremoresaswas ®eacvrgaewsw�n�a,wwr�w� AND ADDRESS: OWNER: OFFICE: PERWT N0. 7L_J8 No.: F7-7z SMALL ADDITIONSTODxISMRESIDOM (600SWireledori sdDa =4ftaipdwm# wainte4m6C- t, rAad6C3ap* o* tothoompnffbdtheaddlon .noltDteNSfigkdit Space heft cofarg. and water heeling gVneddmghrelsmaibe met o41whete*nvdboslAWVeokrlo9WMe9d 01` Is being oca0daivallieadd6a +anstrulionCmporaft separagrq urcondilloned Spam h min Ion P spacesmdmedAeprPm I P mmanur, ksulallonleft RENOVATIONS MesidenEdblslfttedagr9 ooWngmorelhan30%0I0e vakredlfie Rmak* ere# anbinTafiks6GlaW6C -2opplyaiytodmrr Ix , I andwAimentbeigretaredampfaoedMANIIFACTUMHDO AND MOM 0*sb4islailedcangon Zandteahees alea> oWbyftbmURLDINGSYSTBISCarylyvAenaompWre wsPMBhWd Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. i� - / 2. Single family detached or Multifamily attached 12. 3. H Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) S. 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- 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) 11. 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 homes with site installed components. 3. 4. _�- 5. � Single Pane Double Pane 6a. _ 15 sq. ft. sq. ft. 6b. 7. �- sq. ft. sq. ft. % - - 8a. R= O 415 lin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= �' 1 sq •n. ..... • _ 9a -2 R= sq. 4ft.• 9b-1 R= sq fit• : • • • • 9b-2 R= sq• ft;- .... • 9c._. .• 10a. 2�, R= � � sq R" 10b. R= ;,.' sq. ft. ----- 11. T �� : v• • •••• EE ER: 12. Type: - '7G�J i� ✓ HSPF/COP /AFUE• 13a. 1 144. . Type: EF: I hereby certify that the aNcific ons c re by the cae ul io are i Reviewdptansendspegficehor�scoveredby thrscakviatron mdicatescortpinarux� compliance with the Flon E the Florida Energy Cade. Before construction B completed, this budding will be PREPARED BT: DATE• J i ed for compliance m amordance with Section 553.908, F S 1 hereby cerofy that this udd nda Energy Cod eu0.DtrrG or Rpn� OVWERAGENT: _ -- - ____ --- _ DATE -- -__ DATE. -__ - FLORIDA BUILDING CODE - BUILDING 13.205/ • Climate Zones 7 8 9 TABLE 6G1: PRESCRIP1WE RE0tMM FMS FnR cteei I erwnnue rem e., n GLASS TYPE, OVERHANG, AND UP�� ;le Double Sint 50e Table 6 -3.6.7 - --- - - .....o....n.c.nuc.w. -- l- 1ufn7b= m5tarreO76- R HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED TO 30% UP TO 40% UP TO 50% ble Single Double Sinale I)rn.h 0 -- .78 � 1'- .78 3.- .87 2'-.78 E.57 .87 3'- .78 0'- .75 1 '- .75 0'- .61 2'- .75 1 61 .75 2 .61 0'- .57 1 - 57 0'- .44 1 '- .44 0'- 39 .39 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87. double dear SHGC = 7A ana ¢innln tint cur_r _ �_ I kA t able %mil undcate Qre R-vA e ol pre esulafim berlg added to eachconponent and the dhaerxy levels of the equpmglt beng,nstaW All R -skies and elfidenaes installed must rtreol or exceed the rnrrmr a values listed Components and eq qn d treNmer being added nor renovated may be left blank 2 ADDITIONS ONLY Determine the percentage of new glass b conditomed poor area in the add+ton as tollows Total the areas of all gals wumdows, 5p6rrg l doss and glass door paned DaNle area ol all roiFVerbcal cool Vass area total by Ste Pcorldtroned poor area oltlteaddAror, edema wells is bung removed a enclosed by dre addtron, an amotai eq al to the total area of this glass may be sublraoled tram the low Vass area. Dtvlde the adputed (Smgle aDai>lepane ► andpreov Muleplyby100logetthlepercet. Fulditlargest Vass pKantage�whrchyaucalaiatedpercentapef�an Table 6G2 Presoovesaregxenbydietypeolgless overhang (OH) paced with a solar treat gain owFuent (SHGC) Far a grvem glass type and overhang, the mrmnan solar treat gain ooet6raenl allowed is speafied Actual glass windows and doors prehmsiyntheeztenorwallsdtllehowardbagre istalldntheadditondorolhavet000nplywithpreover "andsolarhealgancce9beVre ntaonTable6C2Aprew snlheadaAOnmustmeetpleragrmement lot one Of the o f oris in the glass percentarle cam you mr tted The overhang (OH) distance is measured perpenelcliarly from the lace of the 3 RENOVATIONS ONLY Replacement glass reeds to meet the following gals as point xh ar y under the asta W t edge of the and whose ng regwements Any glass type and sitar heat gain CoelfiCrerll may be used for glass areas whit, are ands at least a two lad overhang and whose bvresl edge does not extend hupcer than 8 feet Iran pre overhang- Glass areas berg retwated that do not meet this c hems n=1 be either single-pane coned, dalhle-panedear or double -parre doted 4 BUILDING SYSTEMS Co ply when new system is installed for system installed 5 Complete the mfor ablin requested on be top hall 0 page 1 6 Read - Mnunum Requaemlems for Small Addilm and Rmovabons -. Table 6C -3. and dred all applicable terms 7 Read, sgn and date fix VwnedAgenr cerh 6bon statemem on page 1 13.20A FLORIDA BUILDING CODE - BUILDING • • • • • • • • • --"-- -• nw'- wurwMWOlic-MIALLMLAAW NWIF5UFMANWACfIJ11EDHOMES. MINIMUM COMPONENT INSULATION INSULATION MINIMUM INSTALLED INSTALLED EqUtWENT EFFICIENCY EFFICIENCY Concrete Block RR_51 - -j Frame, 2' x 4' c� C tral A/C - SEER = 10.0 SEER =.[� a Frame, 2'x 6' R -19 -j Single Pkg. SEER = 9.7 SEER = 3 Common, Frame R -11 U Room unit or PTAC EER = 8.5' EER _ Common, Masonry R -3 = Under Attic R -30 ectric Resista ANY co z Single Assembly, Enclosed Heat pump - B HSPF = 6.8 HSPF = Frame R -19 Metal Pans R -13 Single Pkg. HSPF = 6.6 HSPF -- v Single Assembly; Open R -10 = Room unit or PTHP COP = 2.7' HSPF/ _ Common, Frame R -11 a ran Gas, natural or propane AFUE _ .78 COP AFUE _ U) Slab -on -grade No Minimum p O Raised Wood R -11 Fuel Oil AFUE _ AFUE _ O Raised Concrete R -5 .78 u_ Common, Frame R -11 Q z Electric Resistance Gas, Natural or LP. EF = .88 EF = 54 EF = EF = ~ In unconditioned space R-6 In conditioned space No minimum 3 Fuel 08 EF = .54 EF = GLASS TYPE, OVERHANG, AND UP�� ;le Double Sint 50e Table 6 -3.6.7 - --- - - .....o....n.c.nuc.w. -- l- 1ufn7b= m5tarreO76- R HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED TO 30% UP TO 40% UP TO 50% ble Single Double Sinale I)rn.h 0 -- .78 � 1'- .78 3.- .87 2'-.78 E.57 .87 3'- .78 0'- .75 1 '- .75 0'- .61 2'- .75 1 61 .75 2 .61 0'- .57 1 - 57 0'- .44 1 '- .44 0'- 39 .39 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87. double dear SHGC = 7A ana ¢innln tint cur_r _ �_ I kA t able %mil undcate Qre R-vA e ol pre esulafim berlg added to eachconponent and the dhaerxy levels of the equpmglt beng,nstaW All R -skies and elfidenaes installed must rtreol or exceed the rnrrmr a values listed Components and eq qn d treNmer being added nor renovated may be left blank 2 ADDITIONS ONLY Determine the percentage of new glass b conditomed poor area in the add+ton as tollows Total the areas of all gals wumdows, 5p6rrg l doss and glass door paned DaNle area ol all roiFVerbcal cool Vass area total by Ste Pcorldtroned poor area oltlteaddAror, edema wells is bung removed a enclosed by dre addtron, an amotai eq al to the total area of this glass may be sublraoled tram the low Vass area. Dtvlde the adputed (Smgle aDai>lepane ► andpreov Muleplyby100logetthlepercet. Fulditlargest Vass pKantage�whrchyaucalaiatedpercentapef�an Table 6G2 Presoovesaregxenbydietypeolgless overhang (OH) paced with a solar treat gain owFuent (SHGC) Far a grvem glass type and overhang, the mrmnan solar treat gain ooet6raenl allowed is speafied Actual glass windows and doors prehmsiyntheeztenorwallsdtllehowardbagre istalldntheadditondorolhavet000nplywithpreover "andsolarhealgancce9beVre ntaonTable6C2Aprew snlheadaAOnmustmeetpleragrmement lot one Of the o f oris in the glass percentarle cam you mr tted The overhang (OH) distance is measured perpenelcliarly from the lace of the 3 RENOVATIONS ONLY Replacement glass reeds to meet the following gals as point xh ar y under the asta W t edge of the and whose ng regwements Any glass type and sitar heat gain CoelfiCrerll may be used for glass areas whit, are ands at least a two lad overhang and whose bvresl edge does not extend hupcer than 8 feet Iran pre overhang- Glass areas berg retwated that do not meet this c hems n=1 be either single-pane coned, dalhle-panedear or double -parre doted 4 BUILDING SYSTEMS Co ply when new system is installed for system installed 5 Complete the mfor ablin requested on be top hall 0 page 1 6 Read - Mnunum Requaemlems for Small Addilm and Rmovabons -. Table 6C -3. and dred all applicable terms 7 Read, sgn and date fix VwnedAgenr cerh 6bon statemem on page 1 13.20A FLORIDA BUILDING CODE - BUILDING • • • • • • • • • STRUCTURAL CALCULAT McCOY ADDITION I off* 9 0 ONS::..:o o: Goof foe 0 so 000000 :0 off 00 :09 0 :so oo: 00 06: .0 0.0 0 :0 0 � 1 7-1, oe�Av m I Arr"Pi 1) r- L- 3,51517 i A WIND98 v2-8 Wind Load Design per ASCE 7 -98- MCCOY RES 5760 SW 84 ST User Input Data Structure Type Building Flexible Structure Basic Wind Speed M 146 mph Structural Category II 0.45 1 Exposure C truc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 14 Deg Type of Roof Gabled 0.154 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft can Roof Height (Ht) 1 12.00 Ift Width Perp. to Wind (B) 45.00 ft Width Parallel to Wind (L) 41.00 ft Damping Ratio beta 0.01 Rad valuoc chnodd ha rhannad nniv Ihmimh "Mmn Mam." Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No Calculated Parameters Importance Factor I 1 Humcane Prone Region (V>100 mph) Table C6-4 Values Alpha 1 9.500 Nh g = 1 900.000 0.45 1 Nb At = 0.105 Bt = 1.000 ... Am = 0.154 Bm = 0.6211 • Cc = 01 t = 500.00 It ' psilon = 0.200 min = 15.W ft r• • Rn Main Wind4kwce resisting s (7.47 "NF1) /(1 +10.302'NF1) "1.667 Gust Factor Category: I 0.0638 Gust Factor G 0.88 Nh 4.6•NatFreq'HWzm 14.6*NatFreq*BNzm 0.45 1 Nb 1.68 Gust Factor Summary Main Wind4kwce resisting s Components and Cladding: Gust Factor Category: I Gust Factor Category: I Gust Factor G 0.88 Gust Factor G 0.88 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non flexible) Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com 8/23/2005 • • •••• • ••••• • •••••• • Page No. 1 of 6 •••• • • 0 VWND98 v2-8 Wind Load Design oer ASCE 7 -98- McCOY RES 5760 SW 84 ST Elev. ft Kz Kzt Kd 1.00 qz Ibtft "2 Pressure IbNO2 v Windward Wall' api -GCpi 15 0.85 1.00 1.00 46.32 24.41 1 41.09 Figure 6-3 - Extemal Pressure Coefficients, CP Loads on Main Wind -Force Resisting Systems 2 Id I Variable Formula Value I Units Kh 2.01 *(15/zg)"(2/Alpha) 0.85 .. Kht Topographic factor Fig 6-2) 1.00 Gbh .00256* "2 *Im Fac *Kh *Kht *Kd 46.32 psf Wall Pressure CoefFicierrts, Cp Surface I C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.80 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsufting.com 8/23/2005 Page No. 2 of 6 • •.00. 0000 .. • . . ... 0000. 0000.. 0000 . . • 0000 0000.. . . . .• 0000.. • 0000 0000.. .. 0000 . . •.00 0000 . . . . .. . 0000 0000 . . . ...• •• . • 0 0000.. • Page No. 2 of 6 WIND98 v2-8 Wind Load Design per ASCE 7 -98- MCCOY RES 5760 SW 84 ST Roof Pressure Coefficients, Cp Roof Area (sq. ft.) - Reduction Factor 1.00 Description Cp , Pressure (psf) GCpf +GCpi +GCpi -GCpi Leeward Walls (Wind Dir Parallel to 45 ft wall) -0.50 -28.81 -12.1 Leeward Walls (Wind Dir Parallel to 41 ft wall) -0.48 -28.01 -11.33 Side Walls -0.70 -37.00 -20.32 Roof - Normal to R' to > =10 -40.30 -23.62 Windward - Max Negative -0.57 -31.84 -15.17 Windward - Max Positive 0.00 0.00 0.Q Leeward Normal to Ridge -0.47 -27.45 -10.27 Overhang Top -0.57 -23.51 -23.9 Overhang Bottom 0.80 0.71 0.71 Roof - Parallel to Ride All Theta 6 0.00 Dist from Windward Edge: 0 ft to 6 ft -0.90 -45.18 -28.41 Dist from Windward Edge: 6 ft to 12 ft -0.90 -45.18 -28.51 Dist from Windward Edge: 12 ft to 24 ft -0.50 -28.81 -12.13 Dist from Windward Edge: > 24 ft -0.30 -20.62 -3. - hor¢ontai aistance from winaward edge Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01'(15 /zg) "(2 /Alpha) = 0.85 Kht = Topographic factor (Fig 6-2) = 1.00 Oh = 0.00256G(V)"2GImpFaeKheKht*Kd = 46.32 Case A Surface GCpf +GCpi -GCpi qh Min P Max P 1 0.48 0.18 - 0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 - 0.18 46.32 -28.53 -11.86 4 -0.37 0.18 - 0.18 46.32 -25.66 -8.99 5 0.00 0.18 -0.18 46.32 -8.34 1 8.34 6 0.00 1 0.18 - 0.18 46.32 -8.34 8.34 1E 0.72 0.18 - 0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 - 0.18 46.32 -37.34 -20.66 4E -0.56 0.18 - 0.18 46.32 -34.09 -17.42 5E 0.00 0.18 1 -0.18 1 46.32 1 -8.34 1 8.34 6E 0.00 0.18 1 -0.18 1 46.32 1 -8.34 1 8.34 - p = qn - tLo_pT - tzicpq Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting com 823/2005 .. Goes *Gee Page No 3 of 6 WIND98 v2-8 Wind Load Design per ASCE 7 -98- McCOY RES 5760 SW 84 ST 4E Wind Direction Figure 6-4 - External Pressure Coefficients, GC�f Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01`(15 /zg)^(2/Alpha) = 0.85 Kht = Topographic factor (Fig 6-2) = 1.00 Oh = 0.00256•(V)112•lmpFac•Kh•Kht•Kd = 46.32 Case B Surface GCpf +GCpi -GCpi qh Min P Max P 1 -0.45 0.18 -0.18 46.32 -29.18 -12.51 2 -0.69 0.18 - 0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.45 0.18 -0.18 46.32 -29.18 -12.51 5 0.40 0.18 - 0.18 46.32 10.19 26.8 6 -0.29 0.18 - 0.18 46.32 -21.77 -5.10 1E -0.48 0.18 -0.18 46.32 -30.57 -13.90 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E -0.48 0.18 -0.18 46.32 -30.57 -13. 5E 0.61 0.18 - 0.18 46.32 19.92 36.59 IL 6E -0.43 0.18 -0.18 ___] 46.32 -28.26 -11.58 - p = qn - ttjcpr - cjcpq Copyright 2001 - MECA Enterprises, Inc. www.mecaconsufting.com 8/23!2005 Page No. 4 of 6 • • ••••• • • • ••• ••••• •••••• •••• • • • •••• •••••• • • • •• •••••• .. . .... .... . . . . . .... .. . . • . . • • • Page No. 4 of 6 WIND98 v2-8 Wind Load Design per ASCE 7 -98- McCOY RES 5760 SW 84 ST 4E a Wind Direction Figure 6-5 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/ Fit — 60 ft a a = 4.1 It = => 1 4.10 ft —L -2—: — ,3L -- : -3- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 21 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — T- --r— —r - -� -- 1 1 1 1 a a a Gabled Roof 10 < Theta <= 45 • 0000 0000•• • 0000 • 0000.. 8232005 •• • • •0• ••.• • • 0000 • •. . • 0000 •0.0 0.00 • • •••• 0000 • 0000• 0000•• 0000.. 0000.. • 0000 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 6 9/19/2005 VWND98 v2-8 Wind Load Design per ASCE 7 -98- MCCOY RES 5760 SW 84 ST Component width (ft) Length (ft) Area (ft-2) Zone GCp 0.00 -0.55 -0.18 tnd Press (lb/f A2 Max Min Max Min ROOF TRUSS 2 25 50.00 1 0.36 -0.83 25.02 -46.79 ROOF TRUSS 2 25 50.00 2 0.36 -1.61 25.02 -82.95 ROOF TRUSS 2 25 50.00 3 0.36 -1.61 25.02 -82.95 MASONRY WALL 4 10 40.00 4 0.89 -0.99 49.74 -54.37 MASONRY WALL 4 10 40.00 5 0.89 -1.19 49.74 -03.34 FRENCH DOOR 25 6.7 1675 5 0.96 -1.32 52.83 -69.52 WINDOW 2 3 600 5 1.00 - 1.40 54.66 -73.19 WINDOW 3 3 900 5 1.00 - 1.40 54.66 -73.19 MULLIONS 2 5 10.00 5 1.00 - 1.40 54.66 -73.19 LE Note: ' Enter Zone 1 through 5, or 1 H through 3H for overhangs. Table 6 -7 Internal Pressure Coefficients for Buildings. Gcoi Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2001 - MECA Enterprises, Inc. www.meeaconsumng.com Page No. 6 of 6 WIND98 v2-8 Wind Load Desian ner ASCE 7 -98- McCOY RES 5760 SW 84 ST Component Width (ft) Length (ft) Area (ft" 2) Zone GCp 0.00 -0.55 -0.18 Wind Press Qb/ft" 2 Max Min Max Min ROOF TRUSS 2 25 50.00 1 0.36 -0.83 25.02 -48.79 ROOF TRUSS 2 25 50.00 2 0.36 -1.61 25.02 -82.95 ROOF TRUSS 2 25 50.00 3 0.36 -1.61 25.02 -82.95 MASONRY WALL 4 10 40.00 4 0.89 -0.99 49.74 -54.37 MASONRY WALL 4 10 40.00 5 0.89 -1.19 49.74 -63.34 FRENCH DOOR 25 6.7 16.75 5 0.96 -1.32 52.83 -69.52 WINDOW 2 3 6.00 4 1.00 - 1.10 54.66 -59.29 WINDOW 3 3 9.00 4 1.00 - 1.10 54.66 -59.29 .o* 00 e sees.. Note: ' Enter one 1 throuah 5. or 1 H throuah 3H for overhangs. Table 6 -7 Internal Pressure Coefficients for Buildings, Gcai Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 FE Iosedl Bulldlngs 0.18 -0.18 8/23/2005 sees sees sees sees sees sees sees 4 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 6 of 6 sees. sees. sees.. sees.. sees.. sees sees Fs = Fv = F'm = Es = Em = n= Fb = Fa = ACI 530-92 MASONRY DESIGN 32.00 KSI 35.00 PSI 1500.00 PSI 29000.00 KSI 1350 PSI 21.481481 Es /Em 666.67 PSI 4/3 INCREASE FOR WIND LOADS 300 PSI 4/3 INCREASE FOR WIND LOADS OUT OF PLANE BENDING FOR MASONRY WALLS HEIGHT = 10 REINFORCEMENT (1 #5 @ 48" O.C.) _ B = 12.00 in D = 3.8 in rho = 0.0017 rho *n = 0.0363 k = 0.24 j = 0.92 AXIAL LOAD /FT = 0.632 KIPS AREA OF MASONRY = 58 in2 WIND LOAD = 63.34 PSF fb = 505.31 psi fa = 10.90 psi fs= 35.24 KSI fa/Fa + fb /Fb = 0.077 in2 /FT MOMENT= 9.501 kip -in 0.79 < 1.0 O. K . . . ... ..... ...... .... . . . . . .. ...... . . . .... .... .. . .... .... . . . .... .. . MOMENT= 9.501 kip -in 0.79 < 1.0 O. K Mark E. Reardon, Inc. JOB NAME: Mr, Gem • Architecture DATE: • Planning Sheet No. • Construction Management .-- Lp 6-7_ 5 sees. sees.. sell . . . . sees sees.. e • • �� sees. � 'o:> . . sees sees 000000 . .. sees. . . PG-r'� 1.33`x1— �6 V6 15790 SW 88'h Avenue, Miami, F1 33157 Ph 786 - 573 -0702 Fax 305- 969 -7892 ROOF TRUSS REACTIONS TRUSS T -1 Uplift ASCE 7 -98 C&C INPUT DATA: Roof Net Pressures Zone 1 Zone 2 Zone 3 46.8 82.9 82.9 PSF PSF PSF Truss Span Overhang Span O.H. 25 2 Ft Ft Distance for a a 4.1 2 FT ea. end 2094 LB I_►`1.1111WALT Ft F Truss load distribution zone zone zone gone; •zone; OH 283 1 283 :.I..; • .... 82.9 1 82.911 46.8 82.9 .46.8'. 829 2 4.1 4.3 8.2 .4.3 . . 4.T. s Truss span 25 Ft ees .. Roof design loads Dead 25 PSF Live 30 PSF Total 55 PSF Truss Span Span 25 Ft -Overhang O.H. 2 Ft .. sees sees .. sees . . sees sees.. Truss load distribution sees. �I-I'••• 82� 9 2....e sees.. 0 sees 0 0 0090 9s OH Total gravity load OH Truss spacing 2 FT Reactions gravity ea.end 1595 LB 1 55 55 55 2 Truss span 25 Ft 2 Uplift Reactions Truss R1 2094 LBS Gravity Reactions Truss R1 1595 LBS Roof design loads Dead 25 PSF Live 30 PSF Total 55 PSF Truss Span Span 25 Ft -Overhang O.H. 2 Ft .. sees sees .. sees . . sees sees.. Truss load distribution sees. �I-I'••• 82� 9 2....e sees.. 0 sees 0 0 0090 9s OH Total gravity load OH Truss spacing 2 FT Reactions gravity ea.end 1595 LB 1 55 55 55 2 Truss span 25 Ft 2 Uplift Reactions Truss R1 2094 LBS Gravity Reactions Truss R1 1595 LBS .. sees sees .. sees . . sees sees.. Truss load distribution sees. �I-I'••• 82� 9 2....e sees.. 0 sees 0 0 0090 9s OH Total gravity load OH Truss spacing 2 FT Reactions gravity ea.end 1595 LB 1 55 55 55 2 Truss span 25 Ft 2 Uplift Reactions Truss R1 2094 LBS Gravity Reactions Truss R1 1595 LBS Mark E. Reardon, Inc. • Architecture • Planning • Construction Management JOB NAME: 01 C �6 DATE: Sheet No.: . . .... ..... ...... .... . . Ty . .... ...... . . ... ...... ... .... .... ... .... .. . 15790 SW 88`h Avenue, Miami, F1 33157 Ph 786 - 573 -0702 Fax 305- 969 -7892 �I tttt� g�O t2..n ot.olyo6 •nw 7auss �.wxT.cTtP+t. ttt O 31B' N'[ Vl.7C rot• r.r. t. V tXWCfV LM ftYa6W/6a Cm �3/0' 67M FLAX. . no MAN". a'.a•' T *KK 6p � Fm um7amm.16W a.>a artcx a oinL w oun um amt 4 W Dun 1171 xm tat I (CAN%" smaA 7 4ov I/.- (Tw) t /a• (:19 )' • 7�BL6u. TIE g[a• •❑_❑• 1/r •❑_19 t1. N Ti TWO PLY TRUSS THREE PLY TRUSS••• •/2 -7/4- Ow BOLTS -48779 •/2 -3/4• OAK MXTS.•Bi7/ • SPECIAL BRACKET DETAIL 'SDL -2' (N.7 S) • SCHEDULE • I rot• r.r. t. V tXWCfV LM ftYa6W/6a Cm 67M FLAX. . no MAN". a'.a•' T *KK 6p � Fm um7amm.16W a.>a artcx a oinL w oun um amt 4 W Dun 1171 xm tat I (CAN%" smaA 7 4ov B MWABOC M %V C! OM PLT M • 1 15W DMINM Oft= PLTWW T C-Olm Ia1 D[!al • fOtJ3t! 611160 f1LL • • /7Rf/ /.CT/ . . C>9PAC /Tl' o1 '"O144f f1�Ch�p,P Bo1T i�3000 pS/ Co�/�.PET�. A.111oF/A6GE ,eOAO i ,VSH r,4lf HQ's E Il /.ST,Q�i�E = �r � ,�fOdCr�oi✓ �4CT0.� = , 6 / =3. ZS "74 /. S f/ S �� z APFOvCTio �1,lzo�,�,gl�C ,lc,�o °✓�R�`Ot�cr�crT = sizo 4%o-e7 l d lil. 7d% lz �o,tr� = �87L �-/A7F ��AC /j� I--A7 �Of Ts13•CE SovlHE,P� Pi�� Z ��r t == 3zS'ps/ �6spsf oK • • ••.• •..• =3. ZS "74 /. S f/ S �� z APFOvCTio �1,lzo�,�,gl�C ,lc,�o °✓�R�`Ot�cr�crT = sizo 4%o-e7 l d lil. 7d% lz �o,tr� = �87L �-/A7F ��AC /j� I--A7 �Of Ts13•CE SovlHE,P� Pi�� Z ��r t == 3zS'ps/ �6spsf oK CITE' OF SOUTH MIAMI BUILDING DEPARTMENT PLAN REVIEW COMMENT SHEET NAME: ADDRESS: ,/-7 &o kW jYsr DATE: /air P40Q.'QE wiN O W A -o s s Zoplss I N s sums . Po & F- s op r- T 10+101 @ CO AJAlCZ,iyYL I UP, J6. NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS FOR SECOND REVIEW. r