The URL can be used to link to this page

00-0151 JOB •COMBINED ENGINEERING SCIENCES, INC. SHEET NO OF Consulting Engineering CALCULATED BY DATE le / CHECKED BY DATE SCALE / r ! T Q /" 0000. 6 1�,�•r�l �',�� yr � - 40 �s � - - 6 • 0 6• � . 6 -- s a 0000•. 0000 g 6 - .... 0000 . .. .. 0000 . . . 0000.. A re rr w �1s 1 47 r a • • •... ROOF TIE ...... . BEAM , ...••• •• •.. • # 5 z 3- DOWELL DRILLED .:.... . IN 3/4' X 8' EPDXY FILLED HOLE • • •• r REINFORCE 2 END CELLS WITH "•' •' 2 # 5 IN CONC. PEA—ROCK KM • •••• . F'c=3000 PSI .•.. ...• . .. Y DRILI. {/ 5 X 3- DOWEL 6" IN'— MST FTG. IN A I" DIA. HOLE FILLED WITH EPDXY. EXIST F-rG. ALL REINFORCING FOR NEW MASOWi'Y OPENING Y Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida R ' BER DATE 04-06-2000 RIPTION• . DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 .05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE o•••• ° Y :ROpF SLQFg•; �••a 3.00 : 12 ( 14 .04 DEG). TMUTARY AREA ; _ ; 10.0 FT2 24EAS ROQF*UIGH?•• 8.0 FT Kh = 0 .801 qh = 27 . 4 PSF �YS''C'ANCE�'Z = • 8.0 FT Kz = 0. 801 qz = 27 . 4 PSF 00 °" WALL WIND LOADS • WALL AREA • . . .... .... . .. • GCp (+) 1 .400 1.400 . .. .... . . . •° GCp (-) -1 . 500 -2.000 PRESSURE 45 . 1 45. 1 (PSF) Y , � SUCTION -47 . 9 -61 . 5 (PSF) + P = gh(GCp) - gh(GCpi ) ++ ++ GCpi = f 0. 25 BUILDING WIDTH = 20. 0 FT a 4 5 a 4 5 CORNER DISTANCE, A = 3 .0 FT Y I BINED ENGINEERING SCIENCES r Title MI FLORIDA Ds gnr: Job# Description: Dabe: f1' Scope: A� 510300 U--KY 983- �`p'Y"5"9''''°°"`'"'" Masonry Column Design Page W 199399►aKiiGLLC Description General Information Calculations are designed to 1997 UBC Requirements Column Height 8.000 ft fm 1,500 00 Wig 36.000 In Fs p Seismic Factor 00000 24,000 00 psi Seismic Zone 0 Depth 8.000 in Em-fm• 7500 Wall De Column Area 288.00 In2Y 125 000 pcf • Rebar Size 5 Load Duration Factor 1 330 •••• Bar Count Each Face ° q Special Inspection .rebar grpill• 1.240 in2 • • Aebai•3epth • • 4.000 In •APplied•rr®ads ..... � �••.•0 verucal Load • Dead Load • ° 1.50 k Lateral Load 12000 #/ft °`•"` Live Load • • 0 10 k distance to bottom 3 500 ft • •••8� �ntn •••• 0.000 in• distance to top 8 000 ft • • ° Load Type • Roof Load Type Wind Wind Load 4000 psf DesigrrValdes •• •• Allo%%aple Steely ensidr= 24,000 00 psi n 0 22198 Fa •rm'Aseff* 5 w o s i p 1 0 83989 • e :.1.65�1 ( � p. nsp)`(5 if thk<12'� k 0 48032 2/k) 4 95761 •••• • •.1 X65-as' Fsc] 11-(h7l40r)A2] 459 90 psi n 25 778 •••• F4 WBOnry:0-k-Irm-4 w/o sp.insp)—2000 495 00 psi E 1,125,000 psi • • • Max Allow MO-;AtM/e;wal Load 4,792 63 ft-# in ••• •• Max.Allow Axial Load w/o Moment 132 45 k Summary 8ft high column, Width= 36.000in, Depth= 8.000in Using 4 -#5 bars at'd' = 4 00inColumn Design OK Governing Load Combination Is .. Dead + Live + Wind Between Top& Bottom Masonry Bending Stress 162 16 psi Steel Bending Stress 4,522 69 psi Masonry Axial Stress - 8 68 psi Combined Stress Ratio 0.3465 < 1.3300 (allowable) Summary of Loads& Moments Vertical Loads... Total DL(�Top 150 k Lateral Loads... Mid-Height DL+LL 0 10 k Wind+Lateral 240 00#/ft g 2.50 k 0 10 k Seismic+Lateral Combined Moments... 0 00#✓ft Top DL+LL 0 00 ft-t Mid DL+LL+Wind 1,570 07 ft-i Mid.DL+LL+Seismic 0 00 ft-# 0' ❑ i„ 1' Y JOB - COMBINED ENGINEERING SCIENCES, INC. SHEET NO OF Consulting Engineering CALCULATED BY DATE CHECKED BY DATE SCALE Gr) G-. Lvsc� r { ' S . . .... .... / • • �•• • ••oo • • 00•• 0000•0 0 0 • • • • • 6044 •0000• GG /� 00000• •o•o 0 0 •••• •oo• • • . � s COMBINED ENGINEERING SCIENCES Title: Job# MIAMI FLORIDA Dsgnr: Date: Description Scope: rte.s,osoo Page 1 r«s,3. �,494. Masonry Column Design (c)144;!•99 fiNlRCMC Description General Information Calculations are designed to 1997 UBC Requirements Column Height 8.000 ft fm 1,500.00 psi Seismic Factor 0.0000 Width 36 000 in Fs 24,000.00 psi Seismic Zone 0 Depth 8.000 in Em=fm* 750.0 Wall Density 125.000 pcf Column Area 288.00 in2 Load Duration Factor 1 330 Rebar Size 5 Special Inspection Bar Count Each Face 4 ...rebar area 1 240 in2 Reber Depth 4.000 in Applied Loads • Vertical Load Lateral Load :'420.00#/ft Dead Load 1.50 k -distance to bottom : : :3.500 Jf"'. Live Load 0.10 k -distance to top .• ' 8 000 fr... �••••• eccentricity 0 000 in Load Type_ • Wind ••o• Load Type Roof Wind Load :. ;40 00 pt? •••• Design Values . .. . . ' Allowable Steel Tension 24,000.00 psi np 0.221,98 0.83989•.•. Fa:[.25*fm*Aseff*(.5 w/o sp.insp.)*(.5 if thk<12') k 0.48033.. 2/kj .. 4 95761 . +.65*as*Fsc] *(I-(h7140r)A2] 459.90 psi : : no.:..* 25.77$..:. Fb:Masonry:0.33*fm*(5 w/o sp.insp)<=2000 495.00 psi E •1,125,000 psi Max Allow Moment w/o Abel Load 4, .....• • Max.Allow Axial Load w/o Moment 132.45 k • . . .... ..... Summary Column Design OK :..' 8ft high column, Width=36.000in, Depth=8.000in Using 4-#5 bars at'd' = 4.00in • Governing Load Combination is.... Dead+ Live+Wind Between Top& Bottom Masonry Bending Stress 162.16 psi Steel Bending Stress 4,522.69 psi Masonry Axial Stress 8 68 psi Combined Stress Ratio 0.3465 < 1.3300 (allowable) Summary of Loads&Moments Vertical Loads... Lateral Loads... Total DL @ Top 1.50 k 0.10 k Wind+Lateral 240.00#/ft Mid-Height DL+LL 2.50 k 0.10 k Seismic+Lateral 0.00#/ft Combined Moments... Top DL+LL 0.00 ft-# Mid:DL+LL+Wind 1,570.07 ft-# Mid.DL+LL+Seismic 0.00 ft-# Fj{ t iie'u7i:��Jis "�T6�i{"`,p� �{Be�lt'a+ ��fa aF,f 'x�ae�•r1•, '� � .-' �` . :.° . .. �. _ E�€=�ErE^ft7't(?:'d'EE �iao4'�yE��3..`✓ Sri-"G'..�1��.�a°5�._ '"i�"i''aiL`1s:;Y:an:fii'w"4M1Y�•:�. � �1""�.i"�.�s.'a".z`...a"i..1.:..�3=7�•a4L"i�1:..:S3:�Se.`1;...:.`iYi)t.u7H','.'%.'?`!" �....1 .. :.'?-,+.L;�'! r�rs x•V,. rv^1::;.wr '�[�•°-+tf z�"S't.3�:.c�t:3L;°�.^s.�.r?��X, ?t_:_x_r#nl°�:,8�i' t3 • • • ��..i_., � - •'rsx,1�-'x�ar[!E;.�ub�•raa „� � ;, PeRli+fiiV TEpias{3 i•�iii•= �-='.r'�i"w?�� '01:"wear:�`'•..JS".,._ •�:tra�.`.:'rSttY�".eA7<.%n�.�^�'.�LG"..J;�.:�:3:rtds.`2+'.a-;:x:c?*: i:Y.J:.�S��::;:r .:C:Sc3Z`,'r;'u•ser�"�,�.•^*.i; ••••• •••• • • •••••it rI 9 }a C • • p�`k� �- 't g�a849��'�� !l ft OCI-1, -° *!ti--,E.d 2L`t (7(000.6 =di:Jwf ,E K*,'f,*)l'I.i)s =fits)AN .iidr;Ull:i ripiri Jib +1+33>"�.._�„raT�i_�'x"e+-3.'s21Y.:u�_�.,�.`+:.5'..R7`:!�k:a'.L''fL�::.„�.� �-.r:.2'3'".i�_v�3�3c_..,a:5,.�..lY'>”.X.t"-L.w.%+.°�.3°x+2'-,;..`::S,S;.,r=•:.'�uRi.,'�.'.es'i:A.r w�M"t'",�",L.'"".� "ET: .. . -M1 a A• 7 1' a� _ r t� Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida `CdSTOMER ; JOB NUMBER DATE 04-06-2000 DESCRIPTION *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 .05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 8.0 FT Kh = 0.801 qh = 27.4 PSF •' ••• DISTANCE, Z = 8.0 FT Kz = 0.801 qz: =�*�7 .4 PSF 00 0 . . . .0000 00 . 0000 WALL WIND LOADS 0. . • .00. . . . t WALL AREA ' 0000. 0000 .. 0000.. 4 5 • . . . . 0 . . 0000 0000.. GCp (+) 1.400 1.400 •' ' . • . 0000 0000.. GCp (-) -1 .500 -2.000 '....� • C.... 0000.4- 4 0000 0000 . . PRESSURE 45.1 45. 1 (PSF) �4 ! % SUCTION -47.9 -61.5 (PSF) + P = gh(GCp) - gh(GCpi) ++ ++ GCpi = t 0.25 ++ ++ BUILDING WIDTH = 20.0 FT a 4 151 a 4 5 CORNER DISTANCE, A = 3.0 FT ROOF TIE BEAM # 5 s 3' DOWELL DRELLED •••• • IN 3/4• X 8' EPDXY FILLED HOLE •... .....• REINFORCE 2 END CELLS WTIH •••••• 2� # 5 IN CONC. PEA—ROCK NU •.. .. •• F c=3000 PSI . • . .... ...... ...... .... . DRILL # 5 X 3' DOWEL B° INTO EXIST FTG. IN A 1• DIA. HOLE FILLED WITH EPDXY. E ST FTG. WALL REINFORCING FOR NEW MASONRY OPENING JOB COMBINED ENGINEERING SCIENCES, INC. SHEET NO OF Consulting Engineering CALCULATED BY DATE CHECKED BY DATE SCALE r 4 u r Gar<,- -�.�r7 ro r7-7 ► , r� .�Q 7'c� Z' • • •• • •..• _ •.••�/i t LW-� • 11 11 _ / 1 . • /• • o • O • '= FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 • Smali.Additions,Renovations&Building Systerns Department of Community Affairs Compliance with Method C of Chapter 6 of the Flonda Energy Efficiency Code may be demonstrated by the use of Form 600C-97 for additions 6 OB-square feet or less,site-Installed components of manufactured homes,and renovations to single and multifamily residences Alternative methods are provided for additions by use of Fonn 6008 97 or 600A 97 PROJECT NAME: e$ OEIVCE. Md0e41N4• BUILDER: O!l/NE2^ lZ' AND ADDRESS: S W 2 PERMITTING CLIMATE 7❑8 ❑9 OFFICE S OWNER: ^ / EN�� PERMIT NO. 6 1 O / 5 j JURISDICTIONNO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area) Prescriptive requirements In Tables 6C-1,6C-2 and 6C-3 apply onlyjtethg• components of the addition,not to the existing building Space heating,cooling,and water heating equipment efficiency levels must bs Irtet"ly when equipment Is in iiiitalle4il specifically to serve the addition or is bung Installed in coniuAction with the addition construction Components separating uncondition*ed sgacgs from cory vried spaces�ysl meet the prescribed minimum Insulation levels RENOVATIONS(Residential buildings undergoing renovations costing more than 30'1 1tTtg`assessed y�lu•�dt the bulld�81• Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced MANUFACTURED HOMES AND BUILDINGS Only site- e Installed components and features are covered by this form BUILDING SYSTEMS Comply when complete new system Is Installed Pleast-Print • K • 0000 1. Renovation, Addition, New System or Manufactured Home 1. -No�'4 ridry :0 0 : • 2. Single family detached or Multifamily attached 2. S/ry ' 00 :909:4 • • 000000 • 3. If Multifamily-No. of units covered by this submission 3. _ 0000 00 . 4. Conditioned floor area (sq. ft) 4. 380 6000 00 5. Predominant eave overhang (ft.) 5. 0 0 0 Single Pane • Double P4r14•' 0 •'•0 6. Glass area and type: 37 Sq. ft 00..i 0� • a. Clear glass 6a. . � 0••00 b. Tint, film or solar screen 6b. -- sq ft0• _�g•ft. 7. Percentage of glass to floor area 7. /D % 0 ••.0. 8. Floor type and insulation: a Slab-on-grade (R-value) 8a. R= - . ft. b. Wood, raised (R-value) 8b. R= _ o sq. ft c. Wood, common (R-value) 8c. R= __ sq. ft. d Concrete, raised (R-value) 8d. R= - sq.ft e. Concrete, common (R-value) 8e. R= sq ft. 9. Wall type and insulation: �~ a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= S B sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1 Masonry (Insulation R-value) 9b-1 R= 3 20o sq ft 2 Wood frame (Insulation R-value) 9b-2 R= 2d a sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: 380s ft. a Under attic (Insulation R-value)_ 10a. R= 30 q' b. Single assembly (Insulation R-value) 10b. R= sq. ft. 11. Cooling system* (Types. central, room unit,;package terminal A.C., gas, existing, none) 11. Type: /V SEER/EER: 12. Heating system*: (Types.heat pump,elec strip,natural gas,L P gas, 12. Type: -" gas h p,room or PTAC,existing, none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b• 14. Hot water system: 14. Type: N fj (Types elec.,natural gas,other,existing,none) EF: * Pertains to manufactured homes with site installed components x I hereby certrf n*Aifications covered b the calculation are m ,Rene�eo> p��e�speafiUore�rY� ��m� �t��compliance l complian the Flo Energy 5�0-,pv inspected for compliance in accordance with Section 553.908,F S. PREPARE aY' DATE. BUILDING OFFlCIAL• I hereby t s building is i with the Flonda Energy Code t1�HrtIER AGENT: DATE DATE: 1 r Climate Zones 7 8 9 \� ro FABLE 6C-1. PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDI110NS(600 Sq.FL and Less)RENOVATIONS TO EXISTING BUILDINGS AND SIIEaNSTAL M MINIMUM OF MANUFACTURED INSTALLED HOMES. MINIMUM INSULATION EQUIPMENT EFFICIENCY EFFICIENCY COMPONENT INSULATION INSTALLED Central A/C-Split SEER = 10 0 SEER = 1410 ,Concrete R-5 = co Frame,2'x 4' R-11 — 2—�— J -Single Pkg SEER — 9.7 SEER = Q Frame,2"x 6 R-19 O Room unit or PTAC EER = 85* EER = Common,Frame R-11 3 Common,Masonry R 3 Electric Resistance ANY N/f} D HSPF = 68 HSPF = Under Attic R-30 Heat pump Spilt cco Single Assembly, Enclosed z Single Pkg HSPF = 6 6 HSPF = �! • • Frame R-19 ••!• 7• HSPF/ _ • • ° z R•13 Room unit or PTHP COQ � 2 —.— ° • Metal Pans _ • • • •CQP •• • w Single Assembly,Open R-10 w U R-11 ¢ •••••• 78 •�� _ ••• Common,Frame N Gas,natural or propane AFUE _ • No Minimum • 78 •AFIIE•_ � Slab-on-grade Fuel Oil AFU� _ • •• Raised Wood R-11 p Raised Concrete R-5 Electric Resistance f�F •s : .88 �F = • •• • LL Common,Frame R-11 0 C, Natural or L P EF = 54 •°• • _ • • •••• • In unconditioned space R-6 Fuel Oil EF = 54 EF = o In conditioned space No minimum Se:Table 6•:.6.7 °•s••° ••••i• TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY • • Installed /°_ • rr to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum%_ • • •• • TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENT:G�ALLP TO 5_0°b.. • •• UP TO 30% UP TO 40% ° % Double °%lilgle •t)bf3ble ° • Single Double Single ° ;• ° Double 9 OH-SC OH-SC OH-SC OH-SC OH•SC OH-SC OH-SC 3•- 1 0 2•-.90 4 1.0 3•- 90 0'- 90 2'-1 0 1'- 90 1'- 70 3'-.86 2'- 70 1 86 0•- 70 2'- 65 0 .50 2 65 1 50 0"-.65 0'- 45 1% 45 0'- 40 0"-.35 SHGC or SC may be obtained from the manufacturer. Single clear SC=1 0,double clear SC=.90,and single tint SC= 86. SHGC+ 87=SC TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES CHECK COMPONENTS SECTION REQUIREMENTS Exterior Joints&Cracks 606 1 To be caulked, asketed,weather-strip ed or otherwise sealed.door area Exterior Windows&Doorsj 606 1 Max 0 3 cfm/sq ft window area, 5cfm/sq ids of exterior walls must be sealed Sole&Top Plates 606 1 Sole plates and penetrations through top p a Recessed Lighting 6061 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 6061 Air barrier on perimeter of floor cavity between floors. _ Exhaust Fans 6061 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heatin except for direct vent aoDliances. Water Heaters 6121 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff as must be rovided. Fxtemal or built-in heat trap required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas 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 610 1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610 1 Ducts in attics must e insulated to a minimum of R-6 Air handlers shall not be installed In attics unless in mechanical closets Insulation&Installation HVAC Controls I 6071 Separate readily accessible manual or automatic thermostat for each system GENERAL DIRECTIONS 1 On Table IRE IONS the R•value of the insulation being added to each component and the efficiency levels of the equipment being installed All R•values and efficiencies installed must meet or exceed the minimum values panels Double the area of all nor, fisted Components and equipment neither being added nor renovated may be left blank 2 ADDITIONS ONLY Determine the percentage of new glass to conditioned floor area in the addition o toll traded by the addition,anlamoun equal to the toll garea oftthis glass may bersubtracted from the total glass area. vertical root glass and add n to the previous total When glass m existing extenor walls is being under Bch r calculated percentage falls on Table 6C•2 Prescnptrves Dmde the adjusted glass area total by the conditioned floor area of the addition.Multiply DY 100 to gat the percent Find the largest glass percedage You are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and shading coefficient the minimum cn coefficient C-2 A rs speaass Actual glass addition windows and doors previously in the extenor wails of the house and being re°utalled m the addition do not have to comply wNn the �pe�dn a�� face requirements the glass to a point directly under the out outermost edge must meet the requirement for one of the options m the glass percentage category you indicated The overhang(OH)distance tsmeas of the overhang M lass and sharing ccetficient maybe used for glass areas which are under at least a two toot overhang and whose lowest 3 RENOVATIONS ONLY Replacement glass needs to meet the following requirements• y 9 edge does not extend further than 8 feet from the overhang Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane dear or double•pane tuned 4 BUILDING SYSTEMS Comply when new system is irista led for system vnstalled. 5 Compete the information requested on the top half of page 1. 6 Read-Mrumum Requirements for Small Addition and Renwaf m,Table 6G3,and dtdr all aPPkaW dems• 7 Read.sign and date the'Owr*dAgeW certification statement on page 1 —2— FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 S;nall Add itions;lRenovations&Building systerns Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences Alternative methods are provided for additions by use of Form 60OB-97 or 60OA-97 'PROJECT NAME: a5 1D,ENGE. Md,9t411V4- BUILDER: O(!/NfIZ- / 2' AND ADDRESS: $ $W '1 R PERMITTING ZONE TE 7 8 �9 OFFICE: OWNER: f6,,V,4� PERMfTNO. JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area) Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conlurSction with the addition construction Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building) Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced MANUFACTURED HOMES AND BUILDINGS CKsite- nstalled components and features are covered by this form BUILDING SYSTEMS Comply when complete new system is installed Please Print 1. .Renovation, Addition, New System or Manufactured Home 1. 'N0✓gT�d/V 2. Single family detached or Multifamily attached 2• S/r441.If f/+M• - 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 3�CO 2.o ri 5. Predominant eave overhang (ft ) 5. • Single Pane :DOIe Pane 6. Glass area and type: • 6a. 37 SG sq. ft.` 6": - T ft- a Clear glass . • .. L q .... b Tint, film or solar screen 6b. sq. ft sq• t --�_ 7. lD °°/ 7. Percentage of glass to floor area - 8. Floor type and insulation: •• a Slab-on-grade (R-value) 8a. R= �' li�;fY. . .....0 j b. Wood, raised (R-value) 8b. R= •-• sc0 ft � •. 8c R= q • I c Wood, common (R-value) �_.� s f'• ____�""' f R= sq. ft d Concrete, raised (R-value) 8d. 8e. R= - • scan • ►• ...... p e.. Concrete, common (R-value) �- ' 9.; Wail typc:'and insulation: ' . . ... ..... a. Exterior. 9a-1 R= S �•� sq.ft ft • • i 1- Masonry (Insulation R-value) `�•• 2. Wood frame (Insulation R-value; 9a-2 R= sq ft b. Adjacent: 1 Masonry (Insulation R-value) 9b-1 R= 3 20a sq. ft 2. Wood frame (Insulation R-value) 9b-2 R= 2�n sq. ft. c Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= 3� sq. ft. b. .Single assembly (Insulation R-value) 10b. R= sq. ft. 11. Cooling system* �,�'NTiQA L (Types:central, room unit, package terminal A.C., gas, existing, none) 11. Type: 7 V SEER/EER: 12. Heating system*: (Types.heat pump,elec strip,natural gas,L P.gas, 12. Type: -' gas h p, room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed` (Yes/No) 13b. `FS' 14. Hot water system: 14. Type: N fj (Types elec.,natural gas,other,existing,none) EF: * Pertains to manufactured homes with site installed components. I hereby certif a ns fications covered by the calculation are in with theoFlorriddaa and especifications ore cr�c�is completed�thiisstbbuudding�will be compliance w he Flo ,Energy Co 30-00 inspected for compliance m accordance with Section 553.908,F S. PREPARED 8 = DATE:�-- I hereby certt that t uilding is in mpl with the onda Energy Code BUILDING ol�icfAL OWNER AGENT: DATE -- DATE 1 ( Climate Zones 7 8 9 TABLE 6C-1. PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(6W Sq.FL and Lessb RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED MINIMUM COMPONENTS OF MAC HOMES. INSTALLED MINIMUM INSULATION EQUIPMENT EFFICIENCY EFFICIENCY COMPONENT INSULATION INSTALLED R-5 Central A/C-Split SEER = 10 0 SEER = �0 cn Frame,t2 x 4" R-11 �—�� ? -Single Pkg SEER = 9 7 SEER = Frame,2"x 6" R-19 o Room unit or PTAC EER = 8 5' EER = c Common,Frame R-11 3 co Common,Masonry R-3 Electric Resistance ANY Nf}• Under Attic R-30 O Heat pump-Split HSPF = 6 8 HSPF = CD Single Assembly, Enclosed Single Pkg HSPF = 6 6 HSPF = CD Frame R-19 Metal Pans R-13 = Room unit or PTHP COP = 2.7' HSPF/ _ W Single Assembly,Open R-10 w COP U Common,Frame R-11 Gas,natural or propane AFUE = 78 AFUE _ U, G co Slab-on-grade No Minimum Fuel Oil AFUE = 78 AFUE _ Cl Raised Wood R-11 oRaised Concrete R-5 ¢ Electric Resistance EF = 88 EF = "' u_ Common,Frame R-11 LU a Gas, Natural or L P EF = 54 EF = In unconditioned space R-6 Fuel Oil EF = 54 EF = o In conditioned space No minimum See Table 63 6.7 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDrrIONS ONLY Installed°/_ • • • Maximum percentage glass to floor area allowed is selected by type,overhang length,and shading coefficient. Maximum/°_ • • GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT 779 EQUIRED FOR GLASS PERCEN-IAGP A:'LOWED•••• e. UP TO 20% UP TF300% •• • UPTOS 800 • ••le • Single e•efsouble o Single Double Single ••SC •• H-'SC -SC OH-SC OH-SC OH-SC • �- 90 2•_ 1 0 0 i 1,6:0 •1 - 1 0 0 90 0 • 3 86 �•••�•70 • ♦e 0 - 86 1 .86 0 2'- 65 1'-.50 0'-.65 •••f-�•45 � •b•-e 40 • • 0"-f85 eeee • •e • SHGC or SC may be obtained from the manufacturer Single clear SC=1.0,double clear SC= 90,and single ti At S0= 86. SHGO+.87=SC • e _ ••eeee eeee e •111112. 176-w-il" " TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES • gee* COMPONENTS SECTION REQUIREMENTS fy ; eeee •••e • Exterior Joints&Cracks 606 1 To be caulked, asketed,weather-strip ed or otherwise sealed e •L� 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. • Recessed Lighting 6061 Type IC rated with no penetrations(two alternatives allowed). 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 6061 Combustion space and water heating systems must be provided with outside combustion air, Heatin except for direct vent a liances Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff as must be rovided. External or built-in heat tra re uin Swimming 6121 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78% Hot Water Pipes 6121 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 610 1 selaledtsnsua ed and mechanical nstal eld rn accordan a wplenum ith the criteria of Section 610.1 anDucts n attics must be Construction, Insulation&Installation Insulated to a minimum of R-6 Air handlers shall not be installed in attics unless in mechanical closets HVAC Controls I 6071 Sepaate readily accessible manual or automatic thermostat for each system GENERAL DIRECTIONS 1 On Table 6C-1 indicate the R•value of the insulation being added to each component and the efficiency levels of the equipment being installed All R-values and efficiencies installed must meet or exceed the minimum values listed Components and equipment neither being added nor renovated may be left blank lass door anels. Double the area of it non - 2 ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition o eolloseTotal by me addition,an all amount equal to the total glass of Nis glass may be subtracted from the total glass area- vertical root glass and add it to the previous total When glass m existing exterior walls is being under wMch r calculated percentage salts on Table 6C-2 Prescnpbves Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by too to get the percent Find the largest glassype and Y� tied Actual ass are given by the type of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and ovedtarig,the minimum re eints on Table 6C-2v All new glass in the addition windows and doors previasty in the extenor walls of the house and being re installed in the addition do not have to comply with the overhang and sluculartgy�the a�the glass to a point directly under the outermost edge must meet the requirement for one of the options in the glass percentage category you indicated The overhang(OH)distance a measured perpe of the overhang lass and shading coefficient may be used for glass areas which are under at least a two toot overhang and whose lowest RENOVATIONS ONLY Replacement glass needs to meet the following requirements.Any g meet edge doesING SYSTEMS Comply than 8 feet from system Is rig.installed system being mrimated t do not meet this criteria must be enter single pane tinted.deublepane dear or double-pane tinted 5 Complete the intomabon requested on the top halt of page 1. tioris'Table 6G3.and diedk aPD6 6 Read'Mcvrrum Requirements for Small Additions and Renwa 7 Read sign and date the'OwnedAgenr certification statement on Pagel —2— V _ 112- 0 r Qr \,o00 p�' ei • I U • /• • • u-. • C ••••• 1 C 0 r� � e •il • I o� ••••:• o •;�e6 •ee•ee .t C • • V • • e e • • :I ✓ S �l 7� 2: 2oY •m• ••• *1 a V� U t + — -• • e•• •ij) • 14 1 eojeoe o" l 2f , 3 u'v T <jt °Q t1 QJ� et•• ••e• Fill � . -Y� - �I '^--- �" K� tj1 / '105 •�` � .`` tr I • c�L� LIo 4 f(2 f4�� 13• }� I rn oC I I I Ul V �' 'Lo 44 U Survey !' n`' npaL Ill q Z S- IL l ' 0 `� c LFGAL C Ey'vp OF TF ' .{ ACCOR' OF THE LEGEND FIP= Found Iron Pi13 *;C.FC a ;,a•t � crs: SPC-SET 112 PIN S.CAPLB4769 I HEREBY CERTI LIC uN'.ESS EcuaCS;EO++�•� S PCP=SET PERMANENT CONTROL POINT L84-789 SURVEYOR'S SEAL (i•CENTERLINE P,'L-PROPERTY LINE, C/Ln ON LINE E'e eticrs based.-, hereon mees the i M H=MANHOLE,'W M-WATER METER,PP-POWER POLE 1� 3r � aaooled by the ST FC FENCE CORNER, R-RECORD, My MEASURED t�•�•- ' E i E''; rJ�� Da':'- Surveyors p�risua CHAIN LINK OR WIRE F£NCE4 .•---�---+— 1,-ca tot: Lndex # Stalin es V1000 FENCE t { ('iere are no encr MASONRY WALL apoea-9 on ine CONCRETE r Than as shown tie NA:l,'-YrANCE 6 ORL]]JAL;E F i� . .- I NOTES UNLESS OTHERWISE SHOWN,THE FOLLOWING NOTES APPLY 1 1)RECOrd and measured calls are in substantial agreement 2) Beatings, It shown are based on Plat data 31 The lands j t I shown hereon were not abstracted for Easements or other recorded emcurnbrances not shown on the plat and he came, i' REVISED. any may not be shown on this sketch 4)Underground portions of Footings,Foundauors or other improvemerls were not ".aRK ocated 5) Elevations are based on National Geodetic_Datum 6)Fence Ties are to the Centerline of the fen_ e 71 Wall Ties to the face of the Wall 8 6FAR% �•EN Slloij tuiE ?,FFI'itED TO AN PSSLk-TD tAi,M SAID F PAC`