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Home My WebLink About12600 Harbour Ridge Blvd - PAPERWORKr- � I C/ V rts ILI • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONS�?RUCTION SECTION 5 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH: OFORM 500-8 6- ADUMMMSED BY DIIE DEPAff"MINT OF COMMU14iff AIPMRS STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS (SEE S. 5M.1 PROJECT NAME: [+Pf- Bove, LP I nl&L�- C-4: ZONE: G ADDRESS: CITY VP CODE: &)ef ucl BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: OWNER: JURISDICTION NO.: BUILDING INFORMATION — COMPONENT U-VALUE NET AREA (Total) (Square Fed Concrete Block Structure (CBS) U= j; 3 67' U= Wood frame U= Other Other U= Under Attic Cavity Single Assembly U_ U= s O Z_CL>_TT2 Q 'Other. U= Total Conditioned Floor Area Concrete 0 Over Unconditioned Space u- Wood Over Unconditioned Space U= Slab on Grade Clear Single Glaze U= U= Clear Double Glaze U= .576 3 S_!t Tint Single Glaze a Tint Double Glaze U= U= Skylights U= Other Wood U= W Metal U= 7 7 7 o 0 Insulated U= U= Other <w Total Lighting Wattage .................................... ,M� Total Conditioned Floor 0 z nzo Area (sq. ft.) ................ t ....................... Wafts/sq. ft. 0 W Lighting Budget Maximum = S Wafts1sq. ft. SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER )or (SEER _�! - _0 )or (COP' — HEATING SYSTEM TYPE STRIP HEAT PU_MP[_3 GAS[] OILD SOLAR E] HEATING SYSTEM EFFICIENCY COP __j_'0_ or EFFICIENCY % (Steady-state) HOT WATER SYSTEM TYPE ELECTRIC E] JJEAT RECOVERY E] GAS M,-161,L o SOLAR C] Uo wall Allowable o.-35 U, wall Actual If complying under the provisions of S. 502.1, enter the combined U. U,roof/ceiling AJ10wabl C7-10 U01,0011ceilingActual - 0 values for the entire envelope in this section. U, floor Allowable U door,-xtual • SQ1U.envelope Allowable — U, envelope Actual— OTTV wall Allowable -oTTv wall Actual OTTVroof/ceiling AJI(Ywable_,L�IL-I.-t-)—"I OTTV root/ceiling Actual —t--Z+_ In accordance With S n 5--3.967. IF di Me plans and Review of the plans and specifications covered by this calmTstion indicate m,,. specifications covered iscakula are in 9 t 15.16rklaEnergy Pliarce With the Florida Energy Code. Before construction Is completed, this Code. building will be Inspected for mmpliax;e in accordance with Section 553.908 F.S. OWNERJAGENT BUILDING OFFICIAL: ft 1� 4 .7 0'II 0 D 11-_ 0_ E D%ti IF R A..:. 'v" SECTION! S CALCULATIONS PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH WALL ASSEMBLY Uo-HEATING CALCULATIONS Rt -VALUES OF OPAQUE SECTIONS i:._ 11...9 SD' FE DATE: K K 2/86 ENVFLOPE SECTION it SECTION 21 Sf::C:TION 31 SECTION 41 SOLIDCON/INSISOLIDCON/FURICON PART/INSICON PART/FURI INSIDE AIR .68 .68 .68 .68 .Sin STUCCO .10 i0 0.00 0.00 .Sin DRYWALL .45 .45 .45 .45 Bin SOLID CONC .64 .64 .64 .64 .Sin FURRING 0.00 .62 0.00 .62 R-3 INS 3.00 0.0.0 3.00 0.00 INSIDE AIR I1 0.00 0.00 .68 .68 OUTSIDE AIR .i7 .17 0.00 0.00 CALCULATION OF ASSEMBLY Uo Rt 5.04 2.66 S.4S 3.07 Uwal.l = i/R .198 .376 . iB3 .326 Opaque wall. A 624S 568 3275 298 Uwall. x Aw 1239 213 601. 97 TOTAL'OPAQUE WALL Awall. fT2 Uwall btuh/degF/fT2 Uwal.lxAwal.l. btuh/degF TOTAL GLASS: Af ft2 Uf btuh/degF/fT2 Uf x Af btuh/degF TOTAL DOOR: Ad ft2 Ud bTuh/degF/ft2 Ud x Ad btuh/degF GROSS WALL Ao fT'2 Uo x Ao btuh/degF Uo btuh/deg/fT2 MAXIMUM WALL Uo ALLOWED BY CODE SECTION 51 I I0306 .207 2i50 9354 .560 S'2_.38 7.7 .S90 45 19%7 7434 .375 39 1Yq F:, Ifs 9.4 Y SECTION S CALCULATIONS PROTECT NAME :. HARBOR RIDGE CLUBHOUSE PROTECT NO. : HRCLH WALL ASSEMBLY OTTV-COOLING CALCULATIONS Rt -VALUES OF OPAQUE SECTIONS DATE: it/t2/8-6- ENVELOPE SECTION 11 SECTION 21 SE:CTION 31 SE:CTION 41 SOLIDCON/I:NSISOLIDCON/FURIC;ON PART/INSICON PART/FUR] INSIDE AIR .68 .68 .68 .68 .Sin STUCCO Ao 10 0.00 0.00 .Sin DRYWALL .4S .45 .45 .45 Sin SOLID CONC .64 .64 .64 .64 .Sin FURRING 0.00 .62 0.00 .62 R-3 INS 3.00 0.00 3.00 0.00 INSIDE AIR 11 0.00 0.00 .68 .68 OUTSIDE AIR .2S .25 0.00 0.00 CALCULATION OF ASSEMBLY UwallxAwa.LI.xTDeq SE:CT10N SI I Rt S.12 2.74 S.45 3.07 Uwall = I/R 195 .36S .183 .326 Opaque wall A 6245 568 3275 293 TDer.I 23 23 20 20 UwallxAwxTDeq 280S4 4766 12018 1940 TOTAL OPAQUE WALL Awall. ft2 Uwall btuh/degF/f12 TDeq degF UwallxAwallxTDeq btuh i038E .205 22.0 46778 TOTAL DOOR: Ad ft2 77 Ud btuh/degF/ft2 .590 TDeq degF 44.0 UdxAdxTDeq btuh 1999 PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH DATE: ii/12/86 WALL OTTV-GLASS COOLING CALCULATIONS CLIMATE AREA 8 SHADED AND UNSHADED GLASS AREAS NORTH GLASS iI GLASS 21 GLASS 31 CLASS 41 GLASS 51 ].2.Oft HT I10.Oft Ht I I I I GLASS HEIGHT t2.0 to.0 OVkRHANG LT 0.0 0.0 SHADE LINE K 0.00 0.00 SHADOW FROM OH 0.00 0.00 DIST TOP GL-OH 0.0 0.0 SHARD GLASS HT 0.0 0.0 UNSHD GLASS HT 12.0 tO.O WIDTH OF GLASS 7.7 48.0 SHADED GLASS A 0.0 0.0 UNSHDD GLASS A 92.0 480.0 SHADE COEFF SC 56 .56 Uf COOLING .56 .56 Tout - Tin dT 13 13 OSFshaded 43 43 OSFunshaded 43 43 UfxAfx(To-Ti) 670 3494 Afx(OSF)shdxSC 0 0 Afx(O5F)dirxSC 2216 K 558 WEST GLASS i I 12.Oft HT I CLASS HEIGHT 12.0 OVERHANG LT 0.0 SHADE LINE K .83 SHADOW FROM OH 0.00 D.I ST TOP GL-OH 0 . 0 SHADD CLASS HT 0.0 UNSHD GLASS HT 12.0 WIDTH OF GLASS 7.7 SHADED GLASS A 0.0 UNSHDD GLASS A 92.0 SHADE COEFF SC .56 Uf COOLING .56 Tout - Tin dT 13 OSFshaded - 43 OSFunshaded 146 UfxAfx(To--Ti) 670 Afx(OSF)shdxSC 0 Afx(OSF)dirxSC 7525 GLASS 21 GLASS 31 GLASS 41 1 1 1 a CLASS 51 I PROJECT NAME 1 HARBOR RIDGE CLUBHOUSE PROJECT NO. : HRCLH WALL DTTV~GLASS COOLING CALCULATIONS CLIMATE AREA , B SHADED AND UNSHADED CLASS AREAS DATE; 11/12/86.. ------_--'-' ----- - 'NORTHEAST GLASS l| GLASS 21 CLASS 31 GLASS 41 GLASS 5( 2.33ft HT~OH118.0ft Ht-OH|iU.Uft Ht~O8110.0ft Ht~OH|18.Uft Ht~OHI CLASS HEIGHT 2.3 10.0 10.0 10.0 18.8 OVERHANG LT 21.0 31-0 iS.0 21.S 9.5 SHADE LINE K 0.00 0.00 8.00 0.08 8.00 SHADOW FROM OH 0.08 0.80 0.00 0.00 0.08 DIST TOP CL~OH 0.0 0.8 0.0 0.0 0.0 SHADC^ GLASS HT U.0 8.0 U.0 U.0 U.O UNSHD GLASS HT 2.3 10.0 10.0 10.0 10.0 WIDTH OF CLASS 84.0 35.0 35.0 ii.0 3S.0 SHADED CLASS A 0.0 0.0 0.0 8.8 U.0 UNSHDD CLASS A 195.7 350.0 3SU.0 i18.0 3S0.0 SHADE COEFF SC .56 .56 S6 S6 .56 Uf COOLING S6 .56 56 .56 S6 Toot ~ Tin dT 13 13 13 13 13 OSFshaded 43 43 43 43 43 OSFonshaded 83 83 83 83 83 UfxAfx(Tu-Ti) 1425 2948 2548 801 2548 Afx(OSF)shdxSC U 0 0 0 0 Afx(OSF)dirxSC 9097 16268 16268 S113 16268 NORTHEAST GLASS l| CLASS 21 CLASS 31 CLASS 41 CLASS S| 10.8fT Ht~OH15.29ft Ht-OH|iO.8ft Ht~OH11.0.0ft Ht 1i0.8ft HT~OH| CLASS HEIGHT 10.8 5.3 1.0.0. i0.0 iU.0 OVERHANG LT 6.5 6.5 6.S 0.0 6.5 SHADE LINE K 0.80 0.80 8.80 0.08 0.00 SHADOW FROM OH 0.00 8.00 0.00 0.80 0.80 DIST TOP CL-OH 6.8 0.0 2.0 0.0 5.4 SHADQ CLASS HT 8.0 0.0 0.0 0.0 0.0 UNSHD GLASS HT 10.0 S.3 i0.0 10.0 10.0 WIDTH OF CLASS 140.0 140.0 11.0 22.0 11.0 SHADED CLASS A 0.8 0.0 0.0 0.0 8.8. UNSHDD CLASS A 1480.0 740.6 110.0 220.0 110.0 SHADE COEFF SC S6 .56 .56 S6 S6 Uf COOLING S6 .56 .56 S6 S6 Tout ~ Tin dT 13 i3 13 13 13 OSFshaded 43 43 43 43 43 OSFonshaded 83 83 83- 83 83 UfxAfx(To~Ti) 10192 5392 801 i602 801 Afx(OSF)shdxSC 0 0 8 8 U Afx(OSF)dirxSC 65072 34423 Si13 10226 S1i3 PROJECT NAME HARBOR RIDGE CLUBHOUSE. )JECT NO. : HRCLH WALL OTTV-GLASS COOLING CALCULATIONS CLIMATE AREA : 8 SHADED AND UNSHADED GLASS AREAS DATE: li/i2/86 ZTHEAST- 3.3Bft GLASS iI HT-OHIiO.Oft GLASS 21 HT-OH16.67ft GLASS 31 Ht-OHli0.0ft GLASS 41 Ht-OH15.29ft GLASS 51 Ht-OH1 ISS HEIGHT 3.4 10.0 6.7 lo.o 5.3 -RHANG LT 6.S 6.5 6.5 42.0 42.0 aDE LINE K 0.00 0.00 0.00 0.00 0.00 1DOW FROM OH 0.00 0.00 0.00 0.00 0.00 iT TOP GL-011 0.0 8.7 0.0 6.8 0.0 ADD GLASS H'T 0.0 0.0 0.0 0.0 0.0 'HD GLASS HT 3.4 10.0 6.7 1.0.0 5.3 )TH OF' GLASS 11.0 22.0 22.0 35.0 3S.0 iDED GLASS A 0.0 0.0 0.0. 0.0 0.0 iHDD GLASS A 37.i 220.0 146.7 3SO.0 V':5.2 iDE COEFF SC .56 .56 S6 S6 .56 COOLING S6 .56 S6 .56 S6 it - Tin dT 13 13 1.3 13 13 shaded 43 43 43 43 43 'unshaded 83 83 83 83 83 :Afx(To-Ti) 270 1602 1068 254B 1348 :(OSF)shdxSC 0 0 0 0 0 :(C.)SF)dirxSC 1726 10226 6820 16268 8606 IT'HWEST GLASS it GLASS 21 GLASS 31 GLASS 41 GLASS SI 10.0fi Ht-OHIi2.0ft Ht I I I I a33 HEIGHT I0.0 12.0 CRHANG LT 99.0 0.0 iDE LINE I( 0.00 0.00 aDOW FROM OH 0.00 0.00 iT TOP GL-OH 0.0 0.0 aDD GLASS HT 0.0 0.0 iHD GLASS HT i0.0 12.0 )TH OF GLASS ii.0 S8.7 3DED GLASS A 0.0 0.0 ;HDD GLASS A 11o.0 704.0 iDE COEFF SC .56 .56 COOLING S6 .56 it - 'Tin dT 13 5.3 'shaded 43 43 'unshaded 83 83 :Afx(To-'Ti) 80i Si25 :(OSF)shdxSC: 0 0 ,(OSF)dirxSC 9113 32724 d PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. ' HRCLH DATE' il/i2/86 WALL OTTV~CLASS COOLING C UL#TIONS CLIMATE AREA � �� uHnu��u AND unSnnvcm *Lnou AREAS SOUTHEAST CLASS i| GLASS 21 GLASS 31 CiASS 4! CLASS S| 18.8f,t Ht |iU.8f-t H-t~OH118.8fT HT-OH|1U.Uft H-t-0H|12.8fT Ht | GLASS HEIGHT i0.0 1.0.0 1U.0 12.0 OVERHANG LT 0.8 26.5 38.S 2.0 8.0 SHADE LINE K i.83 1.83 1.83 i.83 1.83 SHADOW FROM OH 8.80 48.53 78.51. 3.66 0.80 DIST TOP GL~OH U.0 0.0 U.0 U.0 0.0 SHADD CLASS HT 8.0 iU.0 1U.0 3.7 U.0 UNSHD CLASS HT iU.8 U.0 U.8 6.3 12.8 WIDTH OF GLASS 15.3 8.0 11.0 3S.0 ii.8 SHADED CLASS M U.8 80.8 Ito .0 128.2 U.0 UNSHDD CLASS A 153.3 U.8 U.8 221-8 132.0 SHADE CDEFF SC S6 S6 .96 .56 .56 � Uf COOLING . S6 .56 .56 S6 .S6 � . Too-t ~ Tin dT 13 13 13 13 13 OSFshaded 43 43 43 43 43 OSFonshaded iSS iSS i5S iSS iSS UfxAfx(To-Ti) iii6 5,82 881 2548 96i Afx(OSF)shdxSC 8 i926 2649 3087 0 Afx(OSF)dirxSC 13306 U 0 19252 114L)8 SOUTHEAST CLASS i| CLASS 21 GI -ASS 31 CLASS 41 CLASS S| i0.0f-t Ht~OH|12.8f-t Ht-OH| | --___--_ | | � --.------__-- CLASS HEIGHT 1U.8 1.2.8 . OVERHANC LT 26.8 2.0 SHADE LINE K 1.83 1.83 SHADOW FROM OH 47.62 3.66 DIST TOP CL~OH 0.0 0.8 SHAl)D CLASS HT iU.0 3.7 UNSHD CLASS HT 0.0 8.3 WIDTH OF CLASS 4.0 3S.0 SHADED GLASS A 40.0 128.2 . UNSHDD CLASS A U.8 291-8 | SHADE COEFF SC .56 .56 Uf COOLING S6 S6 TooT - Tin dT 13 13 OSFshaded 43 43 OSFonshaded iSS iSS UfxAfx(To~Ti) 29i 3858 Afx((.SF)shdxSC 963 3�87 n PROJECT NAME_ PROJECT NO. : HRCLH HARBOR RIDGE CLUBHOUSE WALL OTTV-GLASS COOLING CALCULATIONS CLIMATE AREA : � DATE: 11/12/86 SHADED AND UNSHADED GLASS AREAS SOUTHWEST GLASS.il GLASS 21 GLASS 31 GLASS 41 GLASS SI 10.0ft Ht ItO.Ofi Ht-OHIi0.0ft Ht-OH15.29ft Ht IiO.Oft Hi-OHI GLASS HEIGHT i0.0 10.0 i0.0 5.3 10.0 OVERHANG LT 0.0 34.0 52.0 0.0 6.S SHADE LINE K 1.83 1.83 1.83 1.83 1.83 SHADOW FROM OH 0.00 62.27 9S.24 0.00 13..90 DIST TOP GL-OH 0.0 0.0 8.0 0.0 6.0 SHADD GLASS HT 0.0 i0.0 i0.0 0.0 5.9 UNSHD GLASS HT 10.0 0.0 0.0 5.3 4.1 WIDTH OF GLASS 69.7 11.0 1.1.0 35.0 i5.7 SHADED GLASS A 0.0 1i0.0 i10.0 0.0 92.5 UNSHDD GLASS A 696.6 0.0 0.0 1S5.2 64.2 SHADE COEFF SC .56 S6 S6 .56 .56 Uf COOLING .56 .96 S6 .56 .56 Tout - Tin dT 13 13 13 13 13 OSFshaded 43 43 43 43 43 ' OSFunshaded 155 i55 i55 155 1S5 UfxAfx(To-Ti.) 5071 801 801 1348 Si.45. Afx(OSF)shdxSC 0 2649 2649 0 2228 Afx(OSF)dirxSC 60465 0 0 16071 S570 e M- .0 1 ID E= L E= N E; R Ya if C 0 D FE SECTION S CALCULATIONS PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH _ _ __DATE-:-44/i2/86-- WALL OTTV SUMMARY BUILDING LATITUDE degN: 26.7 Direction NORTH WEST NORTHEAST NORTHEAST NORTHEAST NORTHWEST Class Af 572 92 1356 2S8i 939 814 Shadd Glass Af 0 0 0 0 0 0 Unshd Glass Af 572 92 1356 2581 939 B14 UfxAfx(To-Ti) 4164 670 9870 18787 6836 5926 Afx(CISF)shdxSC: 0 0 0 0 0 0 Afx(OSF)dirxSC i377S 7525 63014 17.9947 43646 37837 TOT: AfxOSFxSC 1377S 7525 63014 i5.9947 43646 37837 Direction SOUTHEAST SOUTHEAST SOUTHWEST Glass Af 825 460 1258 Shadd Glass Af 31B 168 313 Unshd Glass Af S07 292 946 UfxAfx(To-Ti) 6008 3349 9162 Afx(OSF)shdxSC 7662 40SO 7526 Afx(OSF)dirxSC 44016 25328 82106 TOT: AfxOSFxSC 51678 29378 89632 WALL OTTV = TOTAL: (UwxAwxTDeq t UdxAdxTDeq •+ UfxAfxdT + Afx(OSF)xSC)/Ao TOTAL UwxAwxTDeq btuh 46778 TOTAL UdxAdxTDeq btuh 1999 T(:)'iAL UfxAfx(To-Ti): btuh 64772 TOTAL Afx(OSF)xSC: btuh 456430 TOTAL Ao = Aw + Ad + Af ft2 19817 BUILDING WALL OTTV: btuh/ft2 28.8 MAX WALL OTTV ALLOWED BY CODE btuh/ft2 30•V m E_ 044 EE Ft C=; Y 1-- 0 D E SECTION S CALCULATIONS PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH DATE, 11/12/86 ROOF ASSEMBLY Uo—HEATING CALCULATIONS Rt —VALUES OF OPAQUE SECTIONS ROOF SECTION it SECTION 21 SECTION 31 SECTION 41 LIGHT ROOF I I I I INSIDE AIR .68 .375in BU ROOF .33 R—i0 INS i0.00 R001= DECK .78 OUTSIDE AIR 17 CALCULATION OF ASSEMBLY Uo Rt 11.96 Uroof = S./R .084 Opaque roof A 20760 Uroof x Ar 1736 TOTAL OPAQUE ROOF Aroof ft2 Uroof b'tuh/degF/ft2 UroofxAroof btuh/degF GROSS ROOF Ao ft2 Uo x Ao btuh/degF Uo btuh/deg/ft2 MAXIMUM ROOF Uo ALLOWED BY CODE SECTION SI I 20760 .084 :1.736 20760 1736 .084 A 0 0"k i7 0 EE= L E ill: E iR< C' Y. C 1 n D E SECTION& 5 CALCULATIONS PROJECT NAME PROJECT NO—:- -HRCLH-,-- HARBOR RIDGE CLUBHOUSE ROOF ASSEMBLY OTTV-COOLING CALCULATIONS Rt -VALUES OF OPAQUE SECTIONS DATE: 11/12/86 ROOF SECTION 11 SFCTT.ON 21 SE.CTION 31 SECTION 41 SECTION 51 LIGHT ROOF I I I I I INSIDE AIR .375in BU ROOF' R-iO INS ROCIF DECK OUTSIDE AIR Rt Uroof = i/R Opaque roof A TCtotal. U/TC TDeq Ur o of xAr xT'Deq .68 .33 10.00 .78 .25 CALCULATION OF ASSEMBLY UroofxAroofx'TDeq 12.04 .083 20'760 1.96 043 75 129704 TOTAL OPAQUE ROOF Aroof ft2 20760 Uroof btuh/degF/ft2 .083 TDeq degF 75.2 UroofxAroofx'T'Deq btuh 129704 TDeq calculated from 084 Energy Code [Figure 5-il SPECIFIC HEAT x DENSITY x THICKNESS = TC btu/lb/ degF lb/c.f. x ft btu/degF/s.f. .375 BU ROOF .350 70.00 .0313 .766 R-10 INS .320 8.50 .2500 .680 ROOF DECK .290 34.00 .052i W PROJECT NAME HARBOR RIDGE CLUBHOUSE 'ROJECT NO. HRCLH ROOF OTTV—GLASS COOLING CALCULATIONS CLIMATE AREA : 8 GLASS AREAS DATE, 11/12/86 ROOF GLASS it GLASS 21 GLASS 31 GLASS 41 I I 1 I GLASS LENGTH WIDTH OF GLASS GLASS A SHADE COEFF SC Uf COOLING Tout — Tin dT OSF UfxAfx(To—Ti) Afx(OSF)dirxSC GLASS SI I m 0 I? a L E N E: R Ca Y SECTION S CALCULATIONS PROJECT NAME : HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH _ ROOF OTTV SUMMARY BUILDING LATITUDE degN: 26.7 C : 0 Is E=: DATE: _ 1/12/_8b__ Direction ROOF Glass Af 0 UfxAfx(To-Ti) 0 TOT: AfxOSFxSC: U ROOF OTTV = TOTAL: (UrxArxTDeq + UfxAfxdT + Afx(OSF)xSC)/Ao TOTAL UrxArxTDeq : btuh TOTAL UfxAfx(To-Ti): btuh TOTAL A-Fx(OSF)xSC: btuh TOTAL Ao = Ar + Af ft2 BUILDING ROOF OTTV: btuh/ft2 MAX ROOF OTTV ALLOWED BY CODE btuh/ft2 129704 0 0 ?07b0 W m ilWi. O I3 C= L E E_ R L: Y CCN ID [_ SECTION S CALCULATIONS PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. HRCLH DATE: ii/i2/86 FLOOR ASSEMBLY Uo—HEATING CALCULATIONS Rt—VALUES OF OPAQUE SECTIONS FLOOR SECTION it SECTION 21 SECTION 31 SECTION 41 SECTION SI FLR UNCD SPCI I I I 1 INSIDE AIR .68 R-3 INS 3.00 INSIDE AIR II .68 bin CONC SLAB .48 CALCULATION OF ASSEMBLY Uo Rt 4.84 Uflloor= f./R .207 Opaque floor A 2818 Ufloor x A 582 TOTAL FLOOR OVER UNHEATED SPACE Afloor ft2 Ufloor b•tuh/degF/ft2 UflrxAflr btuh/degF• GROSS FLOOR : Ao ft2 Uo x Ao btuh/degF Uo btuh/deg/ft2 MAXIMUM FLOOR Uo ALLOWED BY CODE 28W .207 582 28i8 582 .207 . 39� fi� t M 7D E L E " E R G Y C N I? IEc SECTION S CALCULATIONS PROJECT NAME HARBOR RIDGE CLUBHOUSE PROJECT NO. : HRCLH DATE: 11/12/86 BUILDING ENVELOPE WALL —ROOF —FLOOR COMPOSITE Uo REQUIREMENT GROSS WALL —ROOF —FLOOR: Ao ft2 4339S Uo x Ao b,tuh/deg 9752 Uo btuh/deg/ft2 .225 MAXIMUM WALL —ROOF —FLOOR Uo ALLOWED BY CODE: .251 BUILDING ENVELOPE WALL—R001= COMPOSITE: OTTV REQU-IREMENT GROSS WALL —ROOF: Ao ft2 40577 OTTV x-Ao btuh 699682 OTTV b•tuh/ft2 17.24 MAXIMUM WALL —ROOF OTTV ALLOWED BY CODE: 18.85 V November 6, 1987 Lt. Tomlinson St. Lucie County - Ft. Pierce Fire Prevention Bureau Ft. Pierce, FL 33450 Re: Harbour Ridge Golf & Yacht Club Dear Lt. Tomlinson: In reference to the Harbour Ridge Golf & Yacht Club, the enclosed documents address all items listed, in your Building Plan Check dated November 2, 1987, as additional requirements. It is our intent to comply fully with these requirements. Should you need further information, please call me. Sincerely, `n^ ohn E. Moore Vice President Construction JEM:jf Harbour Ridge, 13500 N.W. Gilson Rd., Port St. Lucie, Florida 33452, 305-336-1160 Harbour Ridge P.O. Box 2451, Stuart, Florida 33495 Telephone (305) 336-1800 t. WE ARE SENDING YOU X ENCLOSED UNDER SEPARATE COVER VIA MAIL YOUR MESSENGE X OUR MESSENGER PRINTER DATE November 6, 1987 JOB Harbour Ridge Golf 6 Yacht Club THE FOLLOWING ITEMS R X WORKING DRAWINGS X AS REQUESTED X SPECIFICATIONS X FOR YOUR USE X SUPPLEMENTARY DRAWINGS APPROVED SHOP DRAWINGS APPROVED AS NOTED PHOTOGRAPHS REVISE AND RESUBMIT QUANTITY DATE OR NUMBER DESCRIPTION 3 Full Sets of Original Permit Plans 3 I Sets of Civil Engineers Drawings 4 Sheets of Permit Application 6 Plan Review Documents_ 4 Sheets of Building Plan Check Requirements 3 Sheets of Signed.& Sealed Architect's Cover Letter REMARKS: COPIES TO: VERY TRULY YOURS. by SST SCHWAB & TWITTY ARCHITECTS. INC. NORTHBRIDGE CENTRE - 515 NORTH FLAGLER DRIVE -SUITE 1400 WEST PALM BEACH. FLORIDA 33401 3051832-5599 November 5, 1987 Lt. Tomlinson St. Lucie County -Fort Pierce Fire Prevention Bureau Fort Pierce, Florida 33450 In Re: Harbour Ridge Golf & Yacht Club Dear Lt. Tomlinson: Please - find attached three (3) sets of previously submitted, now revised, Construction Documents. As per your requirements, we have indicated on the attached blueprints your comments as summarized below and as they relate to these drawings, as indicated on your Building Plan -Check List, dated • October 27, 1987, Numbered Permit 1575. Summary of Revi-sons that now area part of the Contract and Construction Requirements for the Harbour Ridge Golf & Yacht Club. Clubhouse: Items #1 through #5, are the responsibility of the Civil Engineers of Record. Item #6, Stairs shall comply with NFPA 101, 5-2.2: a. Maximum of risers 7" b. Minimum of risers 4" c. Minimum tread depth 11" d. Minimum width of clearance 44" Due to structural requirements, we will have to review your recommendation and we will respond. Item #7, Rooms #229, #228, and #128 shall comply with NFPA 101, 8-2.4.3. Additional exit door needed in opposite direction. Pocket doors not allowed nor is door through service area. There are no pocket type doors as clarification indicates. �.,�•, ARCHITECTURE/COMPREHENSIVE PLANNING/INTERIOR ARCHITECTURE •AMERICAN INSTITUTE OFARCHITECTS/NCARB 1 � r -- -Lt. -Tomlinson--- In Re: Harbour Ridge Golf & Yacht C1uTi -- November 5, 1987 Page Two Item #8, a manual fire alarm station shall be provided in the natural path of escape near each required exit. NFPA 101, 7-6, 2.3. Item #9, F.A.C.P. shall be located in Reception Counter area, not in Electrical Room. This is not included in NFPA 101, 8-3.4 Detection, Alarm and Communication Systems. (NFPA 72F, 3-1.1) NFPA 101, 8-3.4 shall be complied with in its entirety including emergency power source. Refer to Interstate Alarm System Company for all information pertaining to fire alarm and security systems. Item #10, all fire rated walls and smoke barrier walls shall be lettered as such in attic area. S.B.C.C. 702.1.6f. Item #11, Sprinkler system shall comply with NFPA #13, #14, #20 and #24, especially to Chapter #4, Spacing, Location, and Position. All valves which control flow of water to the system shall have a flow and tamper switch and be monitored by an approved monitoring company. Item #12, Automatic extinguishing systems and hoods for cooking protection shall comply with NFPA #96. Item #13, all system �r�W lers, sprinkler, hood, fire alarm, etc., shall obtain a permit from � office after plans have been reviewed and before any work is begun on the job. Item #14, ACHU shall comply with Standard Mechanical Code, Chapter #5. Item #15, Portable fire extinguishers required; minimum 40BC rated for Kitchen area and minimum 2A-I0BC rated needed every 75' of travel distance. Owner and General Contractor will locate portable fire extinguishers as per Code Requirements. Item #16, boiler and furnace rooms, laundries, and maintenance shops, including woodworking and painting areas, shall be separated from the remainder of the building by construction having not less than one (1) hour fire resistance rating with all openings protected by self -closing or smoke -actuated fire doors. Item #17, a) Interior finish shall comply with NFPA 101, 6-5. b) Interior finish in all corridors and lobbies shall be Class A or Class B and in enclosed stairways, Class A. Interior finishes not detailed on these drawings are not a part of the Architect's Contract, but General Contractor will adhere to the basic requirements as addressed by the above references. Lt. Tomlinson In Re: Harbour Ridge Golf & Yacht Club November 5, 1987 Page Three Golf Cart Storage Building: Item #1, need attic access. Generally, the golf cart parking area does not have an attic space. Item #2, Portable fire extinguishers: minimum 2A-IOBC every 75' of travel distance. Owner and General Contractor will locate portable fire extinguishers as per Code Requirements. If there are any additional requirements, please feel free to give us a call. Since ely JEF LOWE, AIA Vic es dent �'.. ?T &-. PMT/JKL/NXG/gb cc: Dennis Buford _— enclosure •`ti � ,.,`�) it I' �_ f) . � � �� r i e i { A