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HomeMy WebLinkAbout8208 KIAWAH TRCE PAPERWORKFrank W. Farley, Inc. Consulting Engineer P.O. Box 33425 Indialantic, Florida 32903 Vero Beach (561) 569-0153 1 October, 1996 St. Lucie County Building Department 2300 Virginia Avenue Ft Pierce, Florida 33482 re: Bluewater Homes Model Permit#96-060391 Dear Sir: SCANNED BY St Lucie County As engineer of record for the subject project, we submit this letter as an addenda to the construction drawings. The gable end may be masonry with an 8"x8" tiebeam (2#5 min) at the rake. We have also provided detail sheets for the construction which were inadvertently omitted from the permit set Should you have any questions, please feel free to call. ?, ez)-1 l r *q6 O (003 a I�j�vc (emu i Y.l �i7r�; rS INSULATION CERTIFICATE BATT BLOWN_ t M - /1 ,Rsuunax uuusss L / iauutisM �[rOtsasl R L '—-- trrr �stuss110s ova,,, �,, , Vthnralass Insulation or Kneat or —_ � ufuunow usruur IN 7_ s, MAGICTRIANGLE,INC.—r— � N UC�RVIr ✓r� FARLEY & ASSOCIATES, INC. JOB F3L-0 t5L w \P"n--f2-- \2'fO vr�-S vhoht-.1, 2101 South Waverly Place SHEET NO. ` OF I MELBOURNE, FLORIDA 32901 ( (407) 984.9661 CALCULATED BY DATE IT� d\(j CHECKED BY DATE SCALE •OCT •1 1.1996 a\rd-eT 'F-S—� V4r � �L U BV,cc" f �OL'IsLn m� �om YV I�P,mi I 0/(4) A to 7-013 SETG" Ipepo�-1 (NflLt Oe �q= J C�vCS I � nn ST. LUCi,' OUNTY BUILDING O W ISION WI 3 REVIEWED FOR COM?LI rD NCE BY NS AND PERMIT UST BE KEPT ON JOB OR NSPECTION WILL BE MADE wooun mr.� nse» M ,u.. aa: ,.n. -,aN .+[-a. •�[[ ..n.::,:n r-1G,-bloD�`� I Joh Truss Truss Type Oly PIY 8858 F5-R ROOF TRUSS 1 2 BLUE WATER HOMES BRASILIA G/L 1-&0 W-1 &415 &FO �xtST17.1 C.) Ik 6.00 12 W -1 10A OIC )'.XISiI 7.Jf,) C-, I JZD EX /arrEP- IJS710-"t-444 AV-w ' III G11Z>7�2 Fs-R, i 3 3 / �2 vawarvaym uov ,vu wn umumn �. nw ..�, ,v vv.w.w uev raye i 13-&0 1 147-0 1 19P0 1 &0.o 0.11-0 .5.0 -lx4=-' - - - 5 6 7 3x6 4 i 7mm� 3x6 11 8x10 = 10x10 = 9 7x8= a 5x8 = 8x10 = / 3x5 11 -t�,oLT o E1cISyl EorTTDt`M aioY-v 4tn; KV' 60�115 24'0-C-_ 3-7-1 7-0 10-40 1}&0 16. 10 190-0 - 3-7-1 3 15 3 0 &LO 2-&10. 2-7.6 Plate Offsets (X,Y): [1:0-1-0,0-1-14], 12:0-0-0,0-3-0], [4:0-1-8,0-1-8], [9:0-0-0,0-43], [10:0-0-0,0-5-8], [11:0-0.0,0.6-0], [12:0-1-8,0.5-81 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (lac) I/de0 PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.09 3 999 M20(20ga) 258/216 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Ved(TL) 0.16 3 999 BCLL 0.0 Rep Stress Incr NO WS 0.83 Horz(TL) 0.02 10 n1a BCDL 10.0 Code SSBC Min Length / LL deg = 360 Weight: 187 Ohs) LUMBER BRACING TOP CHORO 2 X 4 SYP Na.2D TOP CHORD 2.0-0 on center purlin spacing, BOT CHORD 2 X 8 SYP No.1 D except end verticals. WEBS 2 X 4 SYP No.3'Except* BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing: 7-8 2 X 6 SYP No.2, 12-3 2 X 6 SYP No.2, 12-4 2 X 4 SYP No.2D 11-5 2 X 4 SYP No.20 REACTIONS (lbs/size) 1=3858/0-8-0, 8=982/0-3.8, 10=12812/0-6-8 Max Harz 1=888(load case 3) Max Uplift 1=-2025(load case 4), 8=-487(load case 4), 10=.6602(load case 4) FORCES I TOP CHORD 1-2=-7213, 2-3=-7053, 3-4=-7053, 4-5=-2726, 5-6=1520, 6-7=170, 7-8=193 BOT CHORD 8-9=-0, 9-10=-1520, 10-11=704, 11-12=2432, 12-13=6283, 1-13=6286 WEBS 2-13=67,2-12=29,3-12=-300,4-12=7216,4-11=-4373,5-11=7849,5-10=-6935,6-10=-3263, 6-9=323217-9=456 NOTES 1) 2-ply truss to be connected together with tOd nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with i row(s) at 3 inches on center. Webs connected with 1 row, at 6 inches on center. 2) This truss has been checked for unbalanced loading conditions about joint 7. 3) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f. top chord dead load yp{j,$ pp s.f bottom chord dead load, 10.0 miles from hurricane oceanline, an a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCl/ASCE 7��1'�1e� 14fA1/f�se = 1.33. Plate Increase = 1.33. Both end verticals, are exposed. 4) Provide hanger required drto support concentrated onentratt dloads. - ``���``Gv . • • �e�4i'��i adequate9 P P g. ` T•',� LOAD CASE(S) � 7 •`�� 1) Lumber Increase=1.33, Plate Increase=1.33 No Q17g55 • ' Uniform Loads Qbs per it)) - 1` ' tY Vert:1-2=.90.0, 2-3=-90.0, 3-4=-90.0, 4-5=-90.0, 5-6=-90.0, 6-7=-90.0, 8-9=-985.0, 9-10=•985.0, 10-11=-985.0, i sz�N : 11j12=-985.0, 12-13=-20.0, 1-13=-20.0 i� C : Concentrated Loads (lbs) i� , O R,\ , Vert:1=-135.0, 12=4125.0 ��if STERED It rrX'/5/ zl E F �• a 6 rP �1 G �G7 4, /c1 t�L ''i�Crdil f + 7 a-s .107-eo Jab Truss Truss Typo Oy Ply �'SM C2 ROOF TRUSS 1 1 BLUE WATER HOMES BRASILIA GrL a.ow a rvray <e u� mi. ex muusuiw, era. aun.ep ca iY:en.<n . rays r 1.6-0 739 737 430 450 4.6.0 2- 8-1-0 8-1-0 138 r?Ei 0%J E G A.ai S)=O_T1 01J Ai0 OtYr�t2 12v�r�A11Z 2�y�J12�D SA a411 ss= 8.00 12 4 5 6 3x4 ii Sx10= Safi= h4= �10 7 8 9 10 3 F II 1 S2 2 I r 19 14 17 16 15 1/ V } 11 4ffi= 2z/0 5m= 9a= h/=he= 3x4= 4X4 h6= 5&= 47-11-8 j 75-9 1450 IV-0 2}60 1 308-0 3 7-0 1 4�47,O4a _ 7-59 &11-7 Oh0 8-90 7-0-0 8.1-0 6.1-0 0b 0.11-8 Plate Offsets (X,Y): [1:0-0-0,0-1-0], [2:0-0-0,0301. [4:0-M.0-1-12], [6:0-0.0,0-1-12], (8:0.M.0-4-0], [18:0.0-0,0.2-12] LOADING (psf) SPACING 24)-0 C51 DE FL (1n) Qoc) Udell PLATES GRIP , TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.12 15114 999 M20(20ga) 258/216 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(fL) 02115/14 999 BCLL 0.0 Rep Stress Incr YES WB 0.87 Hom(TL) 0.05 12 rda SCDL 10.0 Code SSBC Min Length / LL deg = 360 Weight: 371. Qbs) LUMBER BRACING TOP CHORD 2 X 4 SYP NO.1D TOP CHORD 24)-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2D except end verticals. WEBS 2 X 4 SYP No.3'Except• BOT CHORD 1-19:6-3-0,1&19:6-3-0,17-18:630, 13.14:6-2-0,12-13:6.3-0, 111-11 2 X 6 SYP No.2 11-12:5-11-12, 1647:630, 15.16:6-3-0, 14-15:6-2-3. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 2-18, 4-16,165,16-6, 6.15, 15.7, 7-13, 13-8,12-9, WEDGE Left:2 X4 9.11 - 2 Rows at 1/3 pts 18-4, 8-12 REACTIONS Qbs/size) 1=665/030, 12-1749/0-8-0, 18=2958/0-8-0 Max Harz 1-1373(load case 3) Max Uplift 1-2950oad case 4),12-769Qcad case 4). 18=-1291Qcad case 3) Max Vert 1=742Qcad case 5). 12=17490oad case 1), 18=2958Qoad case 1) . FORCES TOP CHORD 1-2-260. 2-3=590, 3-4=591, 4-5=-844, rG6=4W4, 6-7=-1574, 7-8=-1117, 8.9=7, 9.10=0,10.11=-48 BOT CHORD 11-12=7,12-13=1109,13.14=1408, 14.16=1408,15.16=1143,16-17-287,17.18=287,18.19=226.1-19=228 WEBS 2-19-146, 2-18=861, 3.18=515, 4.18-2036, 4-16-1328, 5.16=-402, 6-16s711, 6-15=1067, 7-16=-882; 7-13=-422, 8-13=467, 8-12-1634, 9-12=-063, 9-11-59 NOTES 1) This truss has been checked for unbalanced loading conditions about joint S. - 2) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f, top chord dead land and 5.0 ps.f bottom chord dead load, 10.0 miles from hur icane oceanline, on a category1 enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCUASCE 7.93). Lumber Increase - 1.33. Plate Increase - 1.33. Both end verticals are exposed. 3) Provide adequate drainage to prevent water ponding. LOAD CASES) Standard Vab Truss Truss Type Oty Pb 8858 C3 'ROOF TRUSS 1 1 BLUE WATER HOMES BRASILIA GIL 3.300 s May 26 1995 MiTex Industries, Inc. Non Sep 23 14:3925 1996 Page 1 46 all 1-6-0 7-19 149-0 1944 236 I 280.0 32b0 39-74 46-e-0 47-11i8 13-0 7b9 737 4J0 4i-0 4.60 44i-0 7-1-0 7-1-0 138 _ RE,novf- 4-'sz.-3-r sscnv.a. N0 p-rFFEQ 1ZE-Pm IIz sx5= &411 5w= sW 12 4 5 8 ]i411 2[411 $i10= •hall Slit= 3 ] 8 9 10 a 2 a I� ai 1 4x = 19 h4,1 18 17 w ifi W 14 13 15 Sdf= 2r411 A-[r�F11c-N �ur V µ Z4 q A). &1r—X Lf c fPJ y 47-11-8 7S9 14- 0 1#9 234i-0 3Ttm'cF 32- 0 7-0 I 4 1 47*pa{FO 1 7$9 fi-11-7 W-0 &9-0 9-0-0 7-1-0 7-1-0 O+b68 Plate Offsets (X,Y): [1:0-0-0.0-1-0], [2:0-0-0,0J-0], [49-0-0,0-142], [6:0-0-0,0-1-12], [18:0-0-0,0-2-121 LOADING (psr) SPACING 2-0-0 CS] DEFL (in) Qoc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.16 1M13 999 M20(20ga) 258/216 TCDL 16.0 Lumber Increase 1.33 BC 0.51 Vert(TL) 02916/15 999 BCLL 0.0 Rep Stress Incr YES WB 0.93 Hoa(TL) -0.04 12 n/a BCOL 10.0 Code SSBC Min Length / LL deg - 360 Weight: 359 Ohs) LUMBER I BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD BOT CHORD 2 X 4 SYP. No.213 WEBS 2 X 4 SYP No.3 *Except* BOT CHORD 10.11 2 X 6 SYP No.2 OTHERS 2 X 4 SYP No.3 WEBS WEDGE Left: 2 X4 REACTIONS, Qbs/size), 1=620/0-3-0, 12-1728/041-0, 18=3024/041.0 Max Harz 1=1327(load case 3) Max Upl'dt 1-2620oad case 4),12-753Qaad case 4),18=-1223Qoad case 4) I Max Vert 1-7230oad case 5),12=1728Qoad wse 1), 18=3024Qoad case 1) 2-0-0 on center purtin spacing, except end verticals. _ 1-19:63-0, 18-19:63-0,17-18:63Q 14-15:6-3-0, 13-14:63-0, 12-13:63-0, 11-12:63q 16.17:63-0,15-166-M. 1 Row at midpt 2-18, 4-16,165, 1", 6-14. 14-7. 7-13,138, 13-9. 12-9 2 Rows at 1/3 pts 18-4 FORCES TOP CHORD 1-2=164, 2-3=688, 34=688, 45=-795, 53=-795, &7=1752, 7-8-1147, 8-9=1147, 9-10=0,10.11--48 - BOT CHORD 11-12=-8,12-13=-8,13.14=1567,14.15-1094,.15.16=1094,1617-228, 17-18-228, 18-19-141,1-19=144 WEBS 2-19-146, 2.18=-865, 3-18-S74, 4.18=2106, 4-1 W 1351, 576.-002, 6.16�712, 6-14-1127, 7-14--862, 7-13=-011, 8-13=-6i36, 9.13=1681, 9.12=-1646, 9-11-59 NOTES 1) This truss has been checked for unbalanced loading conditions about joint S. 2) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f, tap chard dead load and 5.0 p.s.f bottom chord dead load„10.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 80.7 by 60.0 with expasumC (SBCCUASCE 7-93). Lumber Increase - 1.33, Plate Increase - 1.33. Both end verticals are exposed. 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard ,lob. Truss Truss Type Oly Ply am C4 ROOF TRUSS 1 1 BLUE WATER HOMES BRASILIA G/L :1.: IS May 4e 1`M MI 19K InausIIles, Inc. Man aep L:i 14:J :. 1J 1'2901 4540 FIT 7s9 1a9.o 17- , Z3 s" 3oao I aas-o W4 1-60 7S9 73-7 230 B6e 6L-0 4$0 6.14 6mt-0 134 j R£mOV£ n&'JT- s7BC.T1o4-1 . AG OTF*81Z 9-sQp19- c 8.0012 S4 N4 it h49 WO= h411 be= 7 a 9 10 1I 9 9 17 16 is 14 13 11 4M= a4l 11 ym= W= ]M= 3t4= ]M= 214 it M= Gv-r A-6ry Fog /2=0"&6A&'),1J N -_ ArrACH $or1o7-1 r-o0 p TFJ SEAM _ - wm4vH7-+I)AAGEP-VSIgC, J('A).)A![LS 47-114 7-19 14 14:9-0 236 I 34G0 4 7-0 I r 7-19 6-11-7 FF64t-0t 8 9 11-0-0 - 61-0- 614 OJ-c-0E - 0-11-0 Plate Offsets (X,Y): [7:0-0-0,0-1-q. LOADING (pat) SPACING 2-0-0 CSI DEFL (in) Qoc) VdeB PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.27 14113 999 M20(20ga) 258216 TCOL 16.0 Lumber Increase 1.33 BC 0.65 Vert(TL) 0.5016115 768 BCLL 0.0 Rep SUessTncr YES WB 0.94 Hoa(rL) -0.03 12 rda BCDL 10.0 Cade SSBC Min Length /LL de0=360 Weight: 342 Qbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD 241-0 an center pur in spacing, BOT CHORD 2 X 4 SYP No2D except end verticals. WEBS 2 X 4 SYP No.3 *Except' BOT CHORD 1-19:630, 18.19:6-3-0, 17-18:6-3-0,14-15:610,1314:6-3-0, 10.112 X 6 SYP No.2 12-13:630,11-12:63-0, 16-17:6-3-0, 15-16:63.0. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 2-18. 4-16,165, 16-6, 6.14, 7-13,13-9,12-9 WEDGE Left:2 X4 2Rows at 113 pits 18.4 REACTIONS Qbs/size) 1=Ss9/030, 12-1704/0-8-0, 18=3098/0-8-0 Max Hum 1-11860oad case 3) Max Uplift 1-2510oad case 4),12,7760oad case 2), 18--1238Qcad case 4) Max Vert 1=6950cad case 5). 12-1704(load case 1). 18=3098(joad case 1) FORCES TOP CHORD 1-2--W. 23=798, 3-4 799, 4-6=-824, 5-6=-824, S7s1917, 7-8=-1165, 8-9=-1165, 9.10.0, 10.11=-48 BOT CHORD 11-12z10, 12-13s10,13-14-1714, 14.15-1240,1S-16-1240,16-07=-174, 17.18=-174, 18-19=47, 1-19=50 WEBS 2.19=146, 2-18=-869, 3-18=423, 4.18---2162, 4-i6-1670, 5.16=.M, r.16=-697, 6.14=1036, 7.14-750, 7-13=803, 8-13=-646, 9.13=1717, 9.12--1633, 9-11=59 NOTES 1) This Imes has been checked for unbalanced loading conditions about joint S. 2) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load. 10.0 miles from hurricane oceanline, on a category 1 enclosed building, of dimensions 80.7 by 60.0 with exposure C (S8CCVASCE 7-93). Lumber Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed. _ 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard V� V � ya'nwCVV/ W� VV.,m 2160 Reserve Park Trace Port St. Lucie, Florida 34986 (407) 468-4604 ' Date: , m . Callaway Land and Cattle Company hereby assigns from its_Road Impact Fee Credit Agreement 93-02, to: for the purposes of constructing: (Check One) Single -Family Dwelling Multiple -Family Dwelling (# of Units: ) Commercial/Industrial (square feet ) Other ( ) This credit shall be for the following specific property: Subdivision: QL �� SX 5A_ �) Lot: _i _ Block (attach separate legal description if necessary) Property Tax ID# : Assigned by: Callaway Land & Cattle Co., Inc. TO BE COMPLETED BY ST. LUCIE COUNTY Received Date: Credit Assign Numb: CAL-93-02- C 7 Last Assign.Number: CAL-93-02- Credit amount available: Credit used this assignment: Remaining credit amount: Building Permit Number: CiI O(o 03W Reviewer: Date entered into Master Log: Approved: Date: $ \%\R 6 LI-� as Qa�lc•A !a3 Pwyi -c 43 p,l,« (Luau — F7a Sc.l,00l gOD _ a2S S T. L U C I E C O U N T Y 2300 Virginia Avenue, Room 201 Ft. Pierce, Florida 34982 Growth Management Division (561) 462-1553 P E R M I T Page 1 of 1 Permit #I: 96060391 Conf #:631 Type: BUILDING RESIDENTIAL Issued: 08/08/96 Job Location: 8208 KIAWAH TRCE / PT ST LUCIE Lot: 37 Blk: Subdiv: Parcel:13328-111-0001-000/4 S-T-R: 28-36-39 Master Nbr: 96060391 Owner: BLUE WATER HOMES L.0 Flood: N/A Elev: Fl Map: N/A Project:,: Job Description: * NEW SINGLE FAMILY RESIDENTIAL - MASTER 3/3 Appl Name: PAUL L ADAMS Appl Type: CONTRACTOR Appl Date: 06/13/96 Contact Phone: (407) 340-7400 Inspector Area: BLD11 Work w/o Permit Fee: N Contractor Name: ADAMS, PAUL L Cert Nbr: 10446 Business,Name: BLUE WATER HOMES L C Business.Addr: 201 SW PORT ST LUCIE BLVD 101 CSZ: PORT ST LUCIE, FL 34984 Setbacks'I Left: 10.00 Right: 26.65 Front: 25.00 Rear: 27.71 Square Footage: 3,603 Zoning: PUD Job Value: $259,000.00 Number of Units: 1 Floors: 1 Buildings: 1 Minimum Floor Elevation: 26.75 Add11 Information: 5 TREES REQD Item Description VALNU VALUATION - NEW CONTRUC TRUST INSPECTOR TRUST FUND RADON bBPR RADON FUND Permit Fee: $1,173.00 Plan Rev'Fee: $50.00 Quantity Cost 1 $1,173.00 3603 $18.02 3603 $18.02 Addit'l Fee $36.04 Total: $1,259.04 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Standard Building Code. Notice: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the iecords of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(1e),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NAY RESULT IN YOUR PAYING TWICE FOR BUILDING INPROV MME S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COHMENCEHENT. e.713.135, F.S. Building Official or Authorized Signature Date Received By Date For Inspection, Call (561) 462-2172 before 4:00 P.M. ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT • . 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL 34982-W52 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design archlteet or engineer. This Certification must be submitted with all applications for building permit invoking the construction of new residence (single or multi -family), residential addition, arty accessory - structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-217Z PROJECT NAME STREET ADDRESS I\ rt 'S-j ll CERTIFICATION STATEMENT: PR NUMBER PERMIT NUMBER OCCP,TYPE CST. WPE I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST.LUCIE COUNTY. IALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: lobate dock or MMillga sic awnwtm boil) 1. BUILDING CODE EDITION USED (rem 1 4 SBCCI ASCE 7-88 OTHER (SPECiFYi 2. BUILDING DESIGN IS (CHECK or47 ENCLOSED V PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: l!i� FT 4. VAND SPEED USED IN BUILDING DESIGN_ \C_ MPH 5. WIND EXPOSURE .CLASSIFICATION (FmFm To mmo8tirt TAwm IN eLomm COOS MearipjW IN UM sr): N 1 A 5. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE FSnS C `uP , I PSF PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: N A .PSF B. IMPORTANCFIUSE FACTOR (007ALN FROM eu mmm coon � i a. LOADS: FLOOR FSFL,uE ROOFMEAD: 25 PSF ROOFANE: ;'I(p PSF to. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (GIECK OM YES x NO if No, why? (aftadr e�tanation} N. IS A CONTINUOUS LOAD PATH PROVIDED pvjr.K oNn YES x NO— If NO, wty7' (at60.' e0knation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED pw= ow YES )c _ NO _ M NO, why? (zudr 13. MINIMUM SOIL BEARING PRESSURE 2obC7 PSF AS WITNES BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATiON;ANCLUDED WITH THIS CERTIFICATI / UE AND CORRECT, TO THE BEST OF MY /KNOWLEDGE ANO'BELIEF.1, NAME: CERTIFICATION NO: DESIGN FI DATE: q ISEACHEREI i mmaw A01A \-\oAn 6746&0%A 1 Jab Truss Truss Type Aty PIy 8858 FS-R ROOF TRUSS 1 2 BLUE WATER HOMES BRASILIA G/L 3.3UU S May Zb 199b MI I eK industries, Inc. I nu Uct lu Ub:bb:53 1996 Page 1 ® 1-a0 3-7-1 3-a15 a40 3-40 0.11-o J-50 ��R9lQ I Ell - --ic4=-' - - - -Axd-- oO�p.�9� 3xt5: 5 6 7 t= rlov E �x1ST171 !k l(�I.} 6.00 12 , 4 - W�10,.1 oI- F.x1STI QC" (III 1D'15-1` Li i /5x6 / 2 �T e - • _ • •LLIr I • 13 12 11 6il9 1 3x611 8x10= 10x10= 10 7x8= g 5x8 = 8x10 = 3x5 II E,DLT To ExIS-tI 1C7 g0'1Tf0Nj' CI}o'L1P c3LllH YV' Li7l-1S 74•`O-G. 3-]1 7M I _-10a0 F tab0 1aa10 I 19 1 3.7-1 3�15' - 31-0 3-0.0 2-6io 2-7a Plate Offsets (X,Y): [1:0-1-0,0-1-141. [2:0-0-0.0-3-0], [4:0-1-8.0-1-81, [9:0-0-0,0-441, [10:0-0-0,0-5-81. [1 1:0-0-0,0-6-01,[12:0-1-8,0-5-81 . LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (too) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(L-) 0.09 3 999 M20(20ga) 258/216 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Vert(TL) 0.16 3 999 BCLL 0.0 Rep Stress lncr NO WB 0.83 Horz(TQ (1,92 10 n/a BCOL 10.0 Code SSBC Min Length / LL dell = 360 Weight: 187 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD 2-0-0 on center pudin spacing, BOT CHORD 2 X 8 SYP NoAD except end verticals. - WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center timcing. 7-8 2 X 6 SYP No.2, 12-3 2 X 6 SYP No.2, 12-0 2 X 4 SYP No.2D - 11-5 2 X 4 SYP No.2D REACTIONS Qbstsize) 1=3858/0-8-0, 8=982/0-3-8, 10=12812/0-6-8 Max Horz 1=8880oad case 3) Max Uplift 1=-2025(lood case 4), 8=-487(load case 4), 10=-6602(load case 4) FORCES TOP CHORD 1-2=-7213, 2-3=-7053, 3-4=-7053, 4-5=-2726, 5-6=1520, 6-7=170, 7-8=193 BOT CHORD 8-9=-0, 9-10=1520, 10-11=704, 11-12=2432, 12-13=6283, 1-13=6286 WEBS 1 2-13=67,2-12=29,3-12=-300,4-12=7216,4-11=-4373,5-11=7849,5-10=-6935,6-10=-3263, 6-9=3232,7-9=456 NOTES 1) 2-ply truss to be connected togetherwith 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected With 1 row(s) at 3 inches on center.) Webs connected with 1 row at 6 inches on center. 2) This truss has been checked for unbalanced loading conditions about joint 7. 3) This truss: has been designed for the wind leadsgenerated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f. top chord dead Ioac5.0 p.s.f bottom chord dead load; 10.0 miles from hurricane oceanline, an a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCUASCE �Uf}it [two rease= 1.33, Plate Incr6ase = 1.33. Both end verticals are 4) Special hanger required to supped concentrated loads. N�``,G ;. • �F���i� 5) Provide adequate drainage to prevent water pending. "6�aL0`iJO�l7YTi. LOAD CASE(S) _ 1) Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads Qbs per 0) Vert:1-2=-90.0, 2-3=-90.0, 3-4=-90.0,4-5=-90.0, 5-6=-90.0,6-7=-90.0,8-9=-985.0,9-10=-985.0, 10-11=-985.0, 11-12=-985.0, 12.13=-20.0, 1-13=-20.0 Concentrated Loads Qbs) , ' II V Irt:1=-135.0, 12=-4125.0 BAIL- *-3 To 64,/5TY,"Jy Fi.,i 0 0 Job Truss Truss Type City 8858 C2 ROOF TRUSS 1 1 -BLUE WATER HOMES BRASILIA G/L 3.300 s May 25 1995 MiTek Industnes, Inc. Mon Sep 23 14:39:20 1996 Page 1 r�—I 10.9-0 I I9 I 23-60 28 13tF5-0 I 3 74 4 :1- 789 73.7 43-0 460 4d0 2-6e 8.1-0 8.1.0 134 Sx6= 2x411 Us- amTii 4 5 6 -_' 11 �?1'cMO\J V=— G M VT►}EIz 1ZEf�AI>Z S>=L�7 Or1 U4II i 47.114 7-5-9 14-5-0 1w 23-60 _� 30-s0 38-7-0 7-&9 rr11-7 fL4e 8-9-0 I 7-0e 9.1-0 9-1-0 0: e 0.11.8 Plate Offsets (X,Y): [1:0-M.0-1-01, I2:0-M.03-13j, [4:0-0-0,0-1-121, [6:0-0-0,0-1.121. I8:0-0-0,03-0j, [18:0-",0-2-12] - LOADING (psf) SPACING 24-0 CSI DER On) Qoe) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TO 0.93 Ven(LL) 0.12 15/14 999 M20(20ga) 2581216 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) 0.21 15/14 999 BOLL 0.0 Rep Stress Ina YES WS 0.87 Hea(TL) 0.0r 12 n1a BCDL 10.0 Code SSBC Min Length /LLdeg=360 Weight: 371 Qbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.iD TOP CHORD 2-0-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.20 except and verticals. WEBS 2 X 4 SYP No.3'Except' BOT CHORD 1-19:63-0, 18-19:630,17-18:6-3-0,13-14:6-2-3,12-13:6-3-0, 10-11 2 X 6 SYP No.2 - 11-12:5-11-12,16-17:63-0, 15-16:63-0, 14.15:6-23. OTHERS 2 X 4 SYP No.3 WEBS 1Row at midpt 2-18.4.16.16.5,16-6. 6.15.15-7.7-13.13-8.12-9. WEDGE Left:2 X4 9-11 2 Rows at 1/3 pis 18-0, 8-12 REACTIONS Qbs/size) 1-665/03-0, 12-1749/0-8-0, 18=2958/0-e4 Max Harz 1=1373Qoad case 3) Max UpliO 1--295Qoad case 4),12=769(lwd case 4),18s1291 Qoad case 3) Max Vert 1-742Qoad ease S),12=1749Qoad case 1),1S=2958Qoad ease 1) FORCES TOP CHORD 1-2=260, 23-590, 3-4=591, 45=-844, 5-6=-844, 6.7=-1574, 7-8=-1117, 8.9-7, 9-10=0,10-11=-48 BOT CHORD 11-12=-7, 12-13-1109,13-14=1408, 14.15-1408,15-16-1143, 16.17=287,17-18=287,18.19=226,1-19=228 WEBS. 2-19=146, 2-18--864, 3-18--515, 4.18=-2036, 4-16=1328, 516=-002, 6-16--711, 645-1067, 7-15=882, 7-13=-422, 8.13=467, 8-12=-1634, 9.12=-463, 9-11=59 NOTES 1) This truss has been checked for unbalanced loading conditions about joint S. 2) This truss has been designed for the wind leads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 p.s.f, top chord dead load and 5.0 p.s.f bottom chord dead load 10.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCVASCE 7.93). Lumber Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed. 3) Provide adequate drainage to prevent water pending. LOAD CASE(S) Standard - Job Truss Truss Type OH PH 8858 C3 ROOF TRUSS 1 1 BLUE WATER HOMES BRASILIA GIL a] > O.dw s ryBy <v 1..I aF mousmes, Inc. mon aep zi 14:J Uo lYA rage I t8.60 7d9 7a 7 4.1-0 65-0 46-0 44,0 7-1-0 7.1-0 13 REmovf- G0z"rr ser--rL04. eoa 0 () o-rFFE21ZEPAliz (ZIEQ, S,s= atn sm= 6.W 12 t 5 6 StII 2xtii Sx1o= ate ]N= 7 � 5 9 16 19 rp 17 16 - 14 13 Ifl 11 h491 Si<9= 45= 15 Se= zltn 36= SIt= Set_ cor \> er -M (-z-o- fogey 47.114t 739 G11-7 0+0 8.9-0 9-0-0 7-1-0 7-1-0 eLe-0.8 (c � '1 Ls , 3 P£f- F]-001I.d6f- Plate Offsets (X,Y): (1:0-0-0,0-1-0], [2:0-0-0,0-3-0], [4:0-0.0,0-1.12], [6:0-0-0,0-1-12], [18:0-0-0,0.2-12] LOADING(psf) SPACING 24)-0 CSI DEFL- Qn) (loc). Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TO 0.79 Vert(LL) 0.16 14/13 999 M20(20ga) 258216 TCDL 15.0 Lumberincrease 1.33 BC 0.51 Vert(TL) 0.2916115 999 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.04 12 n/a BCOL 10.0 Code SSBC Win Length / LL deg = 360 Weight: 359 abs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD 2-0-0 on center pudin spacing, BOT CHORD 2 X 4 SYP No.2D _ except and verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD 1-19:630, 18.19:6-3-0, 17-18:6-3-0, 14.15:6-3-0, 13.14:6-0-0, 10-11 2 X 6 SYP No.2 12-13:6-3-0,11-12:630,16-17:630,15.14.6-3-0. OTHERS 2 X 4 SYP No.3 WEBS 1 Raw at midpt 2-18. 4.16. 16.5, 16-6, 6-14,14-7, 7.13,13-8,13-9, WEDGE Left:2 X4 12-9 2 Rows at 1/3 pis 18-4 REACTIONS Qbs/size) 1-620/0.3-0, 12=1728/030, 18-3024/0.114 Max Harz 1-13270oad case 3) Max Uplift 1-2620cad case 4),12=-7530oad case 4), 18=-1223Qoad case 4) MaxVert 1=723Qcad case S), 12=1728Qcad case 1),18=3024Qcad case 1) FORCES TOP CHORD 1-2--164, 2.3=698, 34=688, 4-5-795, 6-6--795, 6.7z1752, 7-8=-1147, 8.9=l147, 9.10=0, 10.11=-48 BOT CHORD 11-12=-e, 12-13=-8, 13.14=1567, 14-15-1094,1Si6-1094,16.17=e228,17-18=228, 16.19-141, 1-19-144 WEBS 2-19=146. 2-18=-065, 3-1S=514, 4.18=-2106, 4-16-1351, 5-16=402, 64 W-712, &14-1127, 7-14=-862, 7-13--611, 8.13=-636, 9-13-1681, 9-12=-1646, 9-11=59 NOTES 1)This tmss'has been checked for unbalanced loading conditions about joint S. - 2) This tnrssihas been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 ps.f. top chord dead load and 5.0 p.s.f bottom chord dead load j 10.0 miles from hurricane ocaanline, on a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCIIASCE 7-93). Lumber Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed. 3) Provide adi equate drainage to prevent ester pending. LOAD CASES) Standard Job Truss Truss type ay Ply 8858 C4 ROOF TRUSS' 1 1 BLUE WATER HOMES BRASILIA G/L 3.Jw a May zu 199S MI I ex Industries, Inc. Mon Sep 23 14:39:31) 1596 Page 1 1-6-0 7S9 7-0-7 230 630 644 44.0 6.1-0 6.1.0 138 RIEMOVE c,&:J-' sEc.noa 6.00 12 US 4 7✓c.11 SYfi= 5 6 _ bu 3 31t411 U10= hill Us ] 6 9 10 Us � 2 Il�m �I �I - 1 19 1Me 9 17 18 15 H 13 11 44= hill ye= W= Ux6= Uri= axe= 2ri ll cv*r c6y Foe .12=0^dEA2JJJ& TT AG)4 8o7-ro M C 11 oizP -M- wm+v147-+0ArGE211sf>JG I�d>JA)LS - 3 REP 1=1-An j(a�• ar-11a 7-59 14S0 1w 2360 3480 4a7-0 ICI - - I 7S9 6-11-7 OJ-0 9-9.0 11-0-0 6.1-0 6-1-0 aM08 a11a Plate Offsets (X,Y): [1:0-0-0,0-1-01, [2:0-0-0,0301, [4.-0-",0-1-121, [6:0-0-0,0.1-12], [18:0-0-0,0-2-12] LOADING (pan SPACING 243-0 CS] DEFI. Qn) Qoc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Ven(LL) 0.27 14/13 999 M20(20ga) 258216 TOOL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) 0.5016116 768 BCLL 0.0 Rep Stress Incr YES WE 0.94 Hoa(TL) -0.03. 12 n/a BCDL 10.0 Code SSBC Min Length /LL dell =360 Weight: 342 Qbs) LUMBER I BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD 2.0-0 on center punin spacing, BOT CHORD 2 X 4 SYP No.2D except end verticals. WEBS 2 X 4 SYP No.3'Excepr BOT CHORD 1-19:630, 18-19:6-3-0, 17-18:6-3-0, 14-15:6-3-0, 13-14:6J-0, 10.112 X 6 SYP No.2 12-13:630, 11-12:6J-0, 1&17:6,1-0. 15-16:6a-0. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 2-18, 4-16, 165,16-6, 6-14, 7-13,13-9,12-9 WEDGE Left: 2 X 4 2 Rows at 113 pis 18-4 I REACTIONS pbs/size) 1=56910-3-0, 12=1704/0-8-0, 18=3098/0-8-0 Max Horz 1-11860cad case 3) Max Uplift 1=-251(load case 4),12=-776(load case 2),18=12380oad case 4) Max Vert 1=695Qoad case 5), 12-1704(load case 1), 18=3098Qcad case 1). FORCES TOP CHORD 1-2--56, 2-3=798, 3-0=799, 4-5=824, 5-6=$24, 6.7-1917, 7-e--1165, &9=-1165, 9.10=0, 10-11=48 BOT CHORD 11-12s10,12-13s10,13-14=1714,14-15=1240, 15.16=1240, 1&17-174,17-18=-174,1&19=47,1-19=50 WEBS 2-19=146, 2-18=A69, 3.18= 423, 4-18=-2162, 4.16-1670, 5-16--W3, &16--697, &14=1036, 7-14=750, 7-13=803, &13=546, 9-13=1717, 9.12=-1633, 9.11=59 NOTES 1) This truss has been checked for unbalanced loading conditions about joint S. 2) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 5.0 ps.f. top chard dead load and 5.0 p.s.f bottom chord dead load, 10.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCl/ASCE 7-93). Lumber Increase = 1.33, Plate Increase - 1.33. Bath end verticals are exposed. _ 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard Jab Truss TrussTjpe City .Ply 8858 CS ROOF TRUSS 1 BLUE WATER HOMES BRASILIA G/L 4.4 s May 46 1r4o 6v 1 es industries, Inc. Mon Sep 44 14:4e:36 lsso rage 1 48- 17-7-1 1 75-00 1 23£-0 1 320 i 3660 41.7-0 1 d680 d7-11-0 15-0 7-7-1 7- i5 8-60 a-60. 4E-0 &1-0 5.1.0 1J3 6.0011 7A= 74= 7x3= 3 4 5 5xe. 2 t3o ormaZ SZ8 RA)K K Q' U411 5x6= Non W= 6 7 8 9 1 17 16 15 14 13 12 1 10 yq= 2140 y,g=0x8= be= 5ffi= axe= 3In cur GES+ Go-P /2:0" B Q b6j s6= ,QTTAC.0 607701" c/jaeD M BEAM � /444Ce° AAIC/JC e90 �ivA �Q1LS .3 ,o_Cz xz2.4.LJ 6 4-, 47-11-8 1 7-7-1 1450 1d1 0 23.60 i— 32-0-0 41-74 1 4&" d],p0-p0 7-7-1- 6.315 0=6o - s." 8-6-0 9-7-0 &14 Oi 0.D8 — ana Plate Offsets (X,Y): 11:0-0-0,0.1-01, [2:040,0.3-0], P.-0 38,42-01, (4;0-0-0,04-81, 15:0.2-4,0.2-01, [13:0-0-0,63-0],116.9-0-0,0.2-121 LOADING (psf) SPACING 2-0-0 CS' DEFL Qn) Qoc) Well PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.19 14/13 999 M20(20ga) 258216 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) 0.34 13/12 999 BCLL 0.0 Rep Stress Ina YES WO 1.D0 Horz(TL) 0.04 11 n1a BCDL 10.0 Code SSBC Min Length /LL dell=360 Weight: 326 Qbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.20'Except• TOP CHORD 2-0-0 on center pudin spacing, 45 2 X 6 SYP Not, 34 2 X 6 SYP No.2 except end verticals. BOT CHORD 2 X 4 SYP No213 BOT CHORD 1-17:fiJ-0. 16-17:63-0,15-16:6-3-0. 12-13:6-3-0, 11-12:6J-0, WEBS 2 X 4 SYP No.3 *Except* 10.11:63-0, 14-15:6-M, 13.14:63-0. 10-9 2 X 6 SYP No.2 WEBS 1 Row at midpt 2-16, 3.14, 144,145, 612, 11-8 OTHERS 2 X 4 SYP No.3 - 2 Rows at 113 pis 163 WEDGE Left:2 X4 REACTIONS Qbs/sae) 1-59810-3-0,11-173210-&0, 16=3042/0-8-0 Max Harz. 1=1040(Icad case 3) Max Uplift 1=2830cad case 4),11=-799Qcad case 2),16=-1187Qoad case 4) Max Vert 1=726Qcad case 5),11=1781 Qcad case 6),16-3042Qoad case 1) FORCES' TOP CHORD 1.2=-103, 23-737, 34=-1024, 4-5s1024, 5-6=-1709, 6.7=-1225, 741-11225, 8-9=0, 9-10 48 BOT CHORD 10.11-11,11-12,11,12-13=1906,13.14=1534,14-15=533, 15.16=-533,16.17=88,1-17=91. WEBS i 2-17=145;2-16=-867,3.16�2448,3-14=2100,4-14=-773,5.14=4i88,5.13=633,6-13=586,6.12=-1000;7-12=-055,8-12-1820,8-11=-1671,8.10=60 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generated by 110.0 m.p.h. winds at 15.0 feet above ground level, using 6.0 p.s.f. top chord dead load and 5.0 p.sJ bottom chord dead load, 10.0 miles from hurricane oceanline, an a category I enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCVASCE 7-93). Lumber Increase - 1.33, Plate Increase - 1.33. Both end ver icals are exposed. 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply S858 C6 ROOF TRUSS 1 1 BLUE WATER HOMES BRASILIA GIL 3.300 s May 261995 M'Tek Industries, Inc. Man Sep 2314:39:42 1996 Page 1 48 0-0 13-00 183-0 I 2360 i 2&" I 34" 38.6-0 1 42.7-0 , 46&0 47-11-A 1 r0 6.6-0 6.6-0 53a 530 530 533 44-0 &1-0 &14 138 t5�y+t O V E AD V71AEQ 6.w 2 SW= h4= Sx6= h4= W= 3 4 3 6 7 0-04 C'a .3T. 1z1F-29%) �D U411 U4= 10 11 MEN 47-114 &z-0 13-0-0 1830 23 28.90 3d-0-0 -� 42-7-0 4 440 11 i _— &2-0 Od-0 64-0 i I 53-0 53a 530 33-0 _ 8-]-0 41-0 0-/-p-e8 0.114 Plate Offsets (X,Y): [1:0-0-0,11•1-0). [2:0-M.O- 01. [3:0.2-0.0.1-121, [5:0-0-0,03-01, [/42-8.0-1-121. [13:0-0-0,0.2-12j LOADING (psf) SPACING 2-0-0 CSI 'DEFL (in) Qoc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.19 18/17 9W M20(20ga) 258/216 TCDL 15.0 Lumber Increase 1.33 BC 0.72 Vert(TL) 0.3615114 999 BCLL 0.0 —Rep Stress lncr YES W B 0.98 Horz(TL) 0.10 13 n1a BCOL 10.0 Code SSBC Min Length I U. dell -360 Weight: 336 Qbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD 2-0-0 on center pudin spacing, BOT CHORD 2 X 4 SYP No.20 except end verticals. WEBS 2 X 4 SYP No.3'Except* BOT CHORD 1-22:54a3, 21-22:5-&6, 20.21:6-1-14, 15-16:5-9-0,1415:5-3-11, 13.12 2 X 6 SYP No.2 13.14:63-0, 12-13:63-0,19-20:&1-14,1&19:S-5-4, 17-18:54-10, OTHERS 2 X 4 SYP No.3 1&17:5-9-0. WEDGE Left: 2 X 4 WEBS 1 Row at midpt 3.19,19-4, 4-18,18-6, 17-7. &14, 9.13 REACTIONS Qbs/size) 1=.22/0-3-0, 13=2247/04e 0, 22=3146/044 Max Harz 1=9030oad case 3) Max Uplift 1=-212Qmd case 6), 13=-969Qoad case 4), 22z1267Qmd case 3) Max Vert 1-2490cad case 2),13=2247Qmd mse 1), 22-3146Qcad mse 1) FORCES TOP CHORD 1-2=1070, 2 3. -1648, 3.4--.2382, 45=-2933, 5-6--2933, &7=-3034, 7-8=3006, &9=-1719, 9.10=14; 10.11=0, 11-12=-08 BOT CHORD 12-13s14,13.14-1719, 1415=3009, 15.16-2688, 1&17-2688, 17-18=3034,1&19=2382, 19.20=1384, 20-21-1384, 21-22=-870, 1-22=-940 WEBS 2-22=-3018, 2.21-2569, 3-21-1116, 3.19=1624, 4-19y1176, 4.18=896, 5.18-472, &18=164, 6.17=.338, 7.17=562, 7-16=457, &15=-452, &14-.1914, 9.14=1542. 9-13-2576. 10.13=290, 10-12=60 NOTES 4) This truss has been checked for unbalanced loading conditions about joint 5. 2) This truss has been designed for the wind Inds generated by 110.0 m.p.h. winds at 16.0 feet above ground level, using 5.0 p.s.f, top chord dead load and 5.0 p.s.f bottom chard dead Iced, 10.0 miles from hurricane oceanline, on a category( enclosed building, of dimensions 80.7 by 60.0 with exposure C (SBCCVASCE 7-93). Lumber Increase- 1.33, Plate Increase - 1.33. Both end verticals are exposed. - 3) Provide adequate drainage to prevent water pending. LOAD CASE(5) Standard Department of Community Affairs SN: 6568 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Resi'gleht`Tal Whole Building Performance Method A CENTRAL PROJE6T NAME: ;BUILDER: AND ADDRESS: !PERMITTING !CLIMATE. !OFFICE: !ZONE: 41_! 5!_! 6!_! OWNER !PERMIT NO. !JURISDICTION NO. CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single -Family 3. If Multifamily -No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft.) 5. 2704.00 6. Pre ominant eave overhang (ft.) 6. 1.00 7. Por h overhang length (ft.) 7. 6.00 S. Gla s area and type: Single Pane Double Pane a. Ciear Glass Ba.626.2sgft O.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 260.00 ft 1o.Net Wall type area and insulation: a. E,terior: 1. Concrete (Insulation R-value) 10a-1 R= 8.20, 1744.00sgft b. A jacent: 2. Wood frame (Insulation R-value) lob--2 R=11.00, 212.00sgft 11.Cei ing type area and insulation: Under attic (Insulation R-value) 11a.R=30.00 , 2779.00sgft 12.Air distribution systems Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Coo ing system 1.3. Type: Central A/C EER: 10.00 14.Hea ing System: 14. Type: Heat Pump HSPF: 6.80 15.Hot water system: 15.. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 l8.HVA Credits (CF-Ceiling Fan, CV -Cross vent, is. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 1.9.EPI (must not exceed 100 points) 19. 95.26 a. Total As -Built points 19a. 44392.04 b;. Total Base points 19b. 46602'.66 I Hereby certify that the -plans and`v, specifications covered by this calcu- lation are in compliance with the Florida) Energy Code. PREPARED BY: 12 DATE: irt2 I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: i Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. ! BUILDING OFFICIAL: ! DATE: *T_INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST -k* COMPON�NTSSECTION- REQUIREMENTS FOR EACHPRACTICECHECK PRACTI E #1. 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ___... ..... .... _............ Windows .... ..... ..... ..... ----------------------------------------------------------- 606.1 Maximum of 0.34 CFM per linear foot of operable sash_ Icrack (includes sliding glass doors): , Exterior &-____606.1- Maximum-of-O.SNCFM-per sq. ft of-door_area:-solid~_- Adjaceit Doors core, wood panel,insulated or glass doors only. Exterior Joints 606.1 To be caulked, gasketed, weath.er-stripped or. other- & Crackls wise sealed. PRACTICE #2wN _ 606.1 ~- COMPLY -WITH _PRACTICE #1 ANDTHEFOLLOWING: ___-___. Exterior 4- Walls - - 606.1Tap __ _ platepenetrations 'sealed. Infiltration barrier & Floods installed. Sole plate/floor joint caulked or sealed. ------------------- I -------------------------------------------------------- Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. Ductwork 606.1 ___----------------.__--_____ Ductwork in unconditioned'space must be -sealed._ _ _ - Firepl-ces __- -606.1 Equipped with outsidecombustionair, doors and flue dampers. Exhaus Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. -- Combustion -----------------------_ 606.1 ------------------------------------------- Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ____--_--__-----.__--_---_--__.--_-_- :kW OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-) ------- ----------_.-----_---_--_.-_--__-__-_---_-__q_-_-----__-_--_-_----___--_- Water Heaters 612.1 Comply with efficiencyrequirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- _____--_L__-_______ in heat traprequired. Try_.--____-_.____--_-_-_--.______---__----------- Swimming Pools 612.1 Spas and heated pools must have covers (except solar Spas heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. --------------- --------------------- Air Distribution 610.1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordancewith the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ----------------___- ----------------------------------------------------------- HVAC Cotrols 607.1 Separate readilyaccessible manual or automatic thermostat for each system. Insulation ---------------------------- 604.1 _----------- -_------------------------------ Ceilings minimum..R-19. Common Walls - Frame R-11 or 602.1 CBS R-3 both sides. Common ceiling & floors R•-11. SUMMER CALCULATIONS BASE === __= AS -BUILT GLASS- r------__------ ORIEN _N iAREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ¢3.60 - -82.2 -N5227.9 i YSGL CLR N14.3 __ 51.0 ..___ .92 674.0 i SGL CLR N 49..3, 51.0 .89 2246.2 E 266.80 82.2 21931'.0 ; SGL CLR E 34.8 109.2 .92 3498.9 SGL CLR E 21.0 109.2 .60 1375.9 SGL CLR E 21.0 109.2 .34 781.0 SGL CLR E 80.0 109.2 .34 2975:1 SGL CLR E 54.0 109.2 .52 3066.3 ' SGL CLR E 56.0 109.2 .89 5448.1 S 160.80 82..2 13217.8 'SGL CLR S 21.0 100.2 .90 1898.6 SGL CLR S 9.3 100.2 .83 772.0 SGL CLR S 4.0 100.2 ,65 259.6 SGL CLR S 23.2 100.2 ,87 2024.7 SGL CLR S 21.6 100.2 .25 526.0 SGL CLR S 12.0 100.2 .25 300.6 SGL CLR S 15.0 100.2 .87 1309.0 SGL CLR. S 21.0 100.2 .25 526.0 SGL CLR S 14.3 100.2 .25 358.2 SGL CLR S 20.0 100.2 .25 501.0 W 135.00 82.2 11097.0 ; SGL CLR W 21.0 109.2 .94 2165.3 i SGL CLR W 8.0 109.2 .29 253.3 SGL CLR W 36.0 109.2 .60 2358.7 SGL CLR W 42.0 109.2 .94 4330.5 SGL CLR W 28.0 109.2 .94- 2887.0 --__ - .15 x OND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS i GLASS AREA_--_AREA------FACTOR- POINTS -_POINTS -----,------- POINTS .15 NON ^GL ,704.00 626.20 .648 51,473.64 33,340.32 1 40,536.19 REA x BSPM = POINTS WALLS-------_____._____ TYPE R-VALUE AREA x SPM = POINTS Ext 1744.0 1.0 1744.0 ; Ext NormWtBlock In 8.2 1744.0 .68 1185.9 Adj 212.0 .7 148.4 ; Adj Wood Frame 11.0 212.0 .70 148.4 DOORS------------- Adj 18.0 1.6 28_8 ; Adj Wood 18.0 2.40 43.2 i UA 2704.0 .6 1622.4 ; i Under Attic 30.0 2779.0 .60 1667.4 Slb 260.0 -31.8-8268.0 ; i Slab -on -Grade .0 260.0 -31.90 78294.0 i INFILTRATION --------- 2704.0 10.9 29473.6 ; Practice #2 2704.0 10.90 29473.6 TOTAL SUMMER POINTS 58,089.52 64,760.71 TOTAL -Y<--SYSTEM -W`COOLING -TOTAL ^~x~ CAP -x^ DUCT ^x~SYSTEM -x- CREDIT R= COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS . 58,0891.52 .37 21,493.12 64,760.71W1.00 1.070 -- N`V-y .3401.000`-23,559.95 WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS ------------------_._____i________.______.___________________________ i _------ ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS ----- _-.N_-_-1------__-------1.04_-__:142 -----------------------216.2 ;-SGL CLR 8 SGL CLR N 49.3 9.6 1.06 502.8 E 266.80 -3.4 -907.1 ; SGL CLR E 34.8 -2.2 .57 -43.9 SGL CLR E 21.0 -2.2 -1.34 61.8 SGL CLR E 21.0 -2.2 -•3.94 181.9 SGL CLR E 80.0 -2.2 -3.94 692.9 SGL CLR E 54.0 -2.2 -2.03 241.2 SGL CLR E 56.0 -2.2 .41 -50.8 S 160.86 -3.4. -546.7 ; SGL CLR S 21.0 -10.9 .94 -216.1 1' i SGL.CLR S 9.3 -10.9 88 -89.5 SGL CLR S 4.0 -10.9 .66 29.0 SGL CLR ' S 23.2 10.9 .92 -232.8 I SGL CLR S 21.0 -10.9 -1.09 249.5 SGL CLR S 12.0 -10.9 -1.09. 142.6 SGL CLR S 15.0 -10.9 .92 -150.5 SGL CLR S 21.0 -10.9 -1.09 249.5 SGL CLR S 14.3 -10.9 -1.09 169.9 SGL CLR S 20.0 -10.9 -1.09 237.6 W 135.00 -3.4 -459.0 i SGL CLR W 21.0 -2.2 .68 -31.6 i SGL CLR W 8.0 -2.2 -4.62 '81.3 SGL CLR W 36.0 -2.2 -1.34 105.9 SGL CLR W 42.0 -2.2 .68 -63.1 SGL CLR W 28.0 -2.2 68 -42.1 ----------------------------------------------------- .15 x OND. FLOOR / TOTAL GLASS = ADJ. x GLASS --------------I------------ = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINT. .15 2,704.00 626.20 .648 -2,129.08 -1,379.04.; 2,110.32 NON GLASS------- AAREA. x BWPM = POINTS TYPE R_VALUE' AREA x WPM = POINTS WALLS_.J--_------_-____ n Ext 1744.0 1.1 1918.4 ; Ext NormWtBlock In 8.2 1744.0 2.06 3592.6 Adj 212.0 1:8 381.6 ; Adj Wood.Frame 11.0 212.0 1.80 381.6 i DOORS_.____-______-_._._ Adj 18.0 4.0 72.0 ; Adj Wood 18.0 5.90 106.2 CEILINGS ------------- UA 27,04.0 .6 1622.4,; Under Attic 30.0 2779.0 .60 1667.4 FLOORS-_:"________­_FLOORS-___._._______�_ Slb 260.0 -1.9 -494.0 ; Slab -on -Grade .0 260.0 2.50 650.0 INFILTR TION------- i 2704.0 4,1 11086.4 ; Practice #2 2704.0 4.10 11086.4 TOTAL WINTER POINTS `V 13,207.76 ; 19,594.56 TOTAL ^MULT -^---POINTS-„ SYSTEM = HEATING TOTAL x-CAP x- DUCT Wx SYSTEM -x- CREDIT y=YHEATING WIN PTS� _--_-_ COMPON. ----------------------------------=-------------- RATIO MULT MULT MULT POINTS 13,207r76^A1.10`V-14,528.54-; 19,594.56 1.00 1.070 .500 1.000 10,483.09 NUM OF BEDRMS 3 COOLIN POINTS 21493. WATER HEATING -= BASE _-- i --= AS -BUILT =-- xry MULT = TOTAL TANKVOLUMEEF _ TANKx MULT vxWCREDIT - TOTAL RATIO MULT ------------- 3527.0, 1,0,581.00 40 .90 1.000 3449.7 1.00 10,349.00 ------------ SUMMARY Nc �: M �c le;K %: �::K:k �=k W. k:=K �=k:K X<�c X<�:.Y• �-l�W Xc W.W:K Xc xc W.:K:K-K �svti:K w:=KW :K-K yc-K YF=K�: N<�;K Xc-K-K YK-K •1K *W-YF:K:K * Xc �c �c �c:K �c>k %K _- BASE a =_= AS -BUILT -YHEATING m^µHOT YWATER ~ TOTAL COOLING yv HEATINGv HOT WATER 'TOTALM POINTS + POINTS -• POINTS POINTS + POINTS + POINTS = POINTS 1 1452B.5 10581.0 46,602.66 ; 23559_9 10483.1. 1034.9.0 44,392.04 EPI -: 95.26 ENERGY ,GUIDE For detailed information 'of the EPI rating number or for any ITEM listed, ask your Builder for DCA .Fo�m 60OA-93 or Form 6008-93 0 10 20 30 The maximum allowable EPI is 100. EPI= 95.3 40 50 60 70 80 90 100 ------------ .-x-- 1 The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE WINDOWS .....................Single Clear INSULATION .................. Ceil'ng R-Value......... 30.0 Wall R-Value......... 8.2 Floor R-Value......... 0.0 AIR CONDITIONER ............. i EER........................ 10.0 HEATING SYSTEM............... Electlric HSPF............ 6.8 .WATER HEATER ................ Electric EF.............. 0.90 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES... ........... Low Efficiency SINGL CLR X----- High Efficiency DBL TINT R-1'0 R-30 --------------------Xi R-•O R-7 '------------------'---'x 1 R-0 R-19 X---_----.------------ 9.7 EER 16.0 6.8 HSPF 12.0 'X--------------------' 0.BB 0.96 '------------------' 0.54 0.90 0.40 0.80 ---------------------' I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Addressf Signature: Date: City/Zi Florida Florida Energy Code for Building Construction - 1993 Department of Community Affairs, FL.-•EPL CARD93 Out I n: De: RIGHT-J LOAD AND EQUIPMENT. SUMMARY File name: BRASILIA:BLD For: BLUEWATER HOMES BRASILIA-L ST. LUCIE COUNTY FL By: COMFORT CONTROL OF SLC;, INC 1691 S. MACEDO BLVD. PORT ST. LUCIE FL 34984 (407) 785-9010 WINTER DESIGN CONDITIONS aide db: ide db: Lgn TD: HEATING SUMMARY Job #' Wthr : Fort_Pierce Zone : Entire House. 05/07/96 SUMMER DESIGN CONDITIONS 42 Deg F Outside db: 70 Deg F Inside do: 28 Deg F Design TD: Daily Range Rel. Hum. Grains Water Bldg. Heat Loss 62830 Btuh Ventilation Air 150 CFM Vent Air Loss 4620 Btuh Design Heat Load 67450 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 j. HEATING COOLING Area (sq.ft.) 3450 3450 Volume (cu.ft.) 33888 33888 Air�'Changes/Hour 0,7 0.4 Equivalent CFM 396 226 HEATING EQUIPMENT,SUMMARY Make Model TYp� Efficiency / HSPF 0.0 Heatring Input 0 Btuh Heating Output 0 Btuh Heating Temp Rise O Deg F Actual Heating Fan 2825 CFM HtgAir Flow Factor 0.045 CFM/Btuh FL 90 Deg F 75 Deg F 15 Deg F L 50 n 62 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 59047 Btuh Ventilation 2475 Btuh Design Temp.•Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 0.95 Total Sens Equip Load 58446,Btuh LATENT COOLING,EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 6324 Btuh Infiltration 9544 Btuh Tot Latent Equip Load 17248 Btuh Total Equip Load 75694 Btuh COOLING EQUIPMENT SUMMARY Make Model Type COP/EER/SEER 0.0 Sensible Cooling 0 Btuh Latent Cooling 0 Btuh Total Cooling 0 Btuh Actual Cooling Fan 2825 CFM Clg Air Flow Factor 0.048 CFM/Btuh Space ThermostatLoad Sens Heat Ratio 84 f MANUAL J: 7th Ed. RIGHT-J: V2.15 S/N 3690 Printout certified by ACCA to meet all requirements of Manual Form J i RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: BRASILIA.BLD 05/07/96 For: BLUEWATER HOMES BRASILIA-L ST. LUCIE COUNTY FL By: COMFORT CONTROL OF SLC, INC 1691 S. MACEDO BLVD. ! PORT ST. LUCIE FL 34984 (407) 785-9010 WINTER DESIGN CONDITIONS Ou"ide db: Inside db: Design TD: B1 Ve Ve Fi HEATING SUMMARY . Heat Loss ilation'Air Air Loss gn Heat Load Job #: Wthr : Fort Pierce FL Zone : ZONE #1 SUMMER DESIGN CONDITIONS 42 Deg F Outside db: 70 Deg F Inside db: 28 Deg F Design TD: Daily Range Rel. Hum. Grains Water 36284 Btuh 100 CFM 3080 Btuh 39364 Btuh INFILTRATION ruction Quality laces Area (sq.ft. ) Volume (cu.ft.) AirfChanges/Hour Equlivalent CFM Simplified Average 0 HEATING COOLING 2083 2083 20213 20213 0.7 0.4 231 132 90 Deg F 75 Deg F 15 Deg F L 50 % 62 gr SENSIBLE COOLING EQUIP LOAD SIZING ,Structure 39163 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 0'.95 Total Sens Equip Load 38773 Btuh LATENT COOLING EQUIP LOAD SIZING. Internal Gains 460 Btuh Ventilation 14216' Btuh Infiltration 5553 Btuh Tot Latent Equip Load 10229 Btuh Total Equip Load 49002 Btuh II 1 HEATING EQUIPMENT SUMMARY, r COOLING EQUIPMENT SUMMARY ke Ma I Model I Make Model . Type Type Efficiency / HSPF 0.0 COP/EER/SEER 0.0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 'Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 2094 CFM Actual Cooling Fan 2094 CFM Htg Ai,r Flow Factor 0.045 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 87 I! MANUAL J: 7th Ed. RIGHT-J: V2.15 S/N 3690 Printout■certified_by ACCA to meet all requirements of Manual Form J RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: BRASILIA'.BLD For: BLUEWATER HOMES BRASILIA-L' ST.'LUCIE-COUNTY FL By: COMFORT CONTROL OF SLC, INC' 1691 S. MACEDO BLVD. PORT ST. L'UCIE FL 34984 (407) 785-9010 WINTER DESIGN CONDITIONS Ou side db,: 42 Deg F In ide' db: 70 Deg F Deign TD:. 28 Deg F, HEATING SUMMARY Blc�g. Heat Loss 12737 Btuh Ventilation Air- 50 CFM Vert Air Loss 1540 Btuh Design Heat'Load 14277 Btuh i INFILTRATION Method Simplified Construction Quality Average Firleplaces 1 0 HEATING "COOLING Area (sq.ft:) 621 621 V61lume ( cu . f t . ) 6210 6210, Ai r I Changes/Hour. 0.6 0.4 Eq iva,lent CFM 64 36 HEATING -EQUIPMENT SUMMARY Ma 1 EffIiciency / HSPF Heating 'Input Heal'ting Output Heating Temp Rise Actual Heating Fan Htg,Air Flow Factor Thermostat 0.0 0 Stull 0 Stull 0 Deg F 758 CFM 0.045 CFM/Stuh Job #: - Wthr : Fort Pierce Zone : ZONE #2 05/07/96 SUMMER DESIGN CONDITIONS FL Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum. : 50 % Grains Water 62 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 14177 Stull Ventilation 825 Stull. Design Temp.Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 0.95 Total Sens Equip Load 14252 Stull LATENT COOLING EQUIP LOAD SIZING' Internal Gains 460 Btuh' Ventilation 2108 Stull Infiltration, 1532 Btuh Tot Latent Equip Load, 4100 Stull. Total Equip Load 18352 Stull COOLING EQUIPMENT SUMMARY Make Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling. Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 0.0 0 Btuh 0 Stull 0 Btuh 758 CFM 0.048 CFM/Btuh M MANUAL J: 7th Ed. RIGHT-J: V2.15 S/N 3690 ntout certified by ACCA to meet all requirements of Manual Form J .RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: BRASILIA.BLD For: BLUEWATER HOMES BRASILIA-L ST. LUCIE COUNTY FL By: COMFORT CONTROL OF SLC, INC 1691 S. MACEDO BLVD. PORT ST. LUCIE FL-34984 (407) 785-9010 1 WINTER DESIGN CONDITIONS Job #: Wthr : Fort Pierce Zone : ZONE #3 05/07/96 SUMMER DESIGN CONDITIONS FL outside db:, 42 Deg F Outside db: 90'Deg F Inside dl : 70 Deg F Inside-' db: 75 Deg F De 'ign TD: 28 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum. 50 % Grains Water .62 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Neat Loss 13809 Btuh Structure 13031 Btuh Eg. tilation Air 0 CFM Ventilation 0 Btuh t,Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Del'ign Heat'Load 13809 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total -Sens Equip Load 12379 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fi 'replaces 0 Internal Gains 460 Btuh' Ventilation 0 Btuh HEATING COOLING Infiltration 2459. Btuh Area (sq.ft.) 746 746 Tot Latent Equip Load 2919 Btuh Vo ume ( cu . ft,. ) 7465, 7465 Ai4 Changes/Hour 0.8 0.5 Total Equip Load 15298 etuh EqLlivalent CFM '102 58 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT,SUMMARY Ma e Make Mot Model Tyre Type Efficiency / HSPF 0.0 COP/EER/SEER Hecting Input 0 Btuh Sensible Cooling He Ming Output 0 Btuh, Latent Cooling He ting Temp Rise 0 Deg F Total Cooling Actual Heating Fan 623 CFM Actual Cooling Fan Ht ;Air Flow Factor 0.045 CFM/Btuh Clg Air Flow Factor 0.0 ' 0 Btuh O Btuh 0 Btuh 623 CFM 0.048 CFM/Btuh Space Thermostat Load :Sens'Heat Ratio 82 ' I MANUAL J: 7th Ed. RIGHT-_J: V2.15 S/N 3690 P 'intout certified by ACCA to meet all requirements of Manual Form J i RIGHT-J CALCULAT-ION PROCEDURES A,B,C,D 'Job #: IFile name: BRASILIA.BLD 05/07/96 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* - -------------------------------------------------------------------- 1-.1. Winter Infiltration CFM 0.7 AC/HR x 33888 Cu.Ft.' x 0.0167 = 396 CFM 2. Winter Infiltration Btuh ' 1.1 x 396 CFM x 28 Winter TD = 12201 Btuh `3. Winter Infiltration HTM 12201 Btuh / 788 Total Window - 15.5 HTM & Door Area Procedure B - Summer 'Infiltration HTM Calculation* -- - -- ------------------------------------------ 1. Summer Infiltration CFM '0.4 AC/HR' x 33888'Cu.Ft. x 0.0167 = 226 CFM 2. Summer Infiltration Btuh , 1.1 x - 226 CFM x 1,5 Summer TO - 3. Summer Infiltration HTM 3735 Btuh / 788 Total Window = & Door Area ----------------- Procedure C - Latent Infiltration Gain --=------------------------- { 0.68 x 62 gr .diff . • x, 226 --------------------------------------- Procedure D - Equipment Sizing Loads ---------------------------------- 1. Sensible Sizing Load 3735 Btuh i 4.7 HTM CFM = 9544 Btuh ' ;. ----------------------------- Sensible Ventilation Load 1.1 x 150 Vent.CFM x` 15 Summer'TD Sensible Load for Structure (Line 19) {; Sum of Ventilation and Structure Loads Rating and Temperature Swing Multiplier I' Equipment Sizing Load - Sensible � I 2. Latent Sizing Load 2475 Btuh •+ 59047 Btuh 61522 Btuh x 0.95 *RSM + 58446 Btuh Latent Ventilation Load 0.68 x 150 Vent.CFM x 62 gr.diff. = 6324 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C +• 9544 Btuh Equipment Sizing Load -,Latent = 17248 Btuh ----------------------------------------------=----------------------- *Construction Quality is: a No. of Fireplaces is: 0 I'1 j MANUAL J:•7th Ed. RIGHT-J: V2.15 S/N 3690 Printout certified.by ACCA to meet all requirements of'Manual Form J RIGHT-J CALCULATION PROCEDURES A,B,C,D b #: Fide name: BRASILIA.BLD ne: ZONE #1 ocedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.7 AC/HR x 20213 CU.Ft, x 0.0167 = 2. Winter Infiltration Btuh !; 1.� x 231 CFM x 28 Winter TD = 3. Winter Infil"tration HTM 7099 Btuh / • 458 Total -Window - & Door Area ----------------------------------------------- ------------------------------------------- re B - Summer Infiltration HTM Calculation* Summer Infiltration CFM 0.4 AC/HR x 20213 Cu.Ft. x 0.0167 = 2..Summer Infiltration Btuh 05/07/96 231 CFM i 7099 Btuh 15.5 HTM ----------- ------------------- 132 CFM I 1.1 x 132 CFM .x 15 Summer TD = 2173- Btuh 3. Summer Infiltration HTM ; 2173 Btuh / 458 Total Window - 4.7 HTM &' Door Area ------------------------------------------------------------------� Prj!ocedure C -,Latent Infiltration Gain -'--------------------------- -------------------- =----- 0.68 x 62 gr.diff. x 132 CFM 5553 Procedure D - Equipment Sizing Loads ------------------------------------------------------- 1. Sensible Sizing Load 1 , Sensible Ventilation Load Btuh 1.1 x 100 Vent.CFM x 15 Summer TD = 1650 ' Sensible Load for Structure (Line 19) + . 39163 Sum of Ventilation and Structure Loads = 40813 Rating and Temperature'Swing Multiplier x 0.95 q Equipment Sizing Load - Sensible + 38773 2. Latent Sizing Load Latent Ventilation Load 0.68 x' 100 Vent.CFM x 62 gr.diff Internal Loads = 230 x 2 No. People Infiltration Load From Procedure C Equipment Sizing, .Load —Latent ------------------------------------------ Btuh Btuh Btuh RSM Btuh -, 4216 IStuh + 460 Btuh # 5553 Btuh 10229 Btuh *Construction Quality is: a No. of Fireplaces is: 0 6 MANUAL J: 7th Ed. RIGHT-J: V2.15 S/N 3690 Printout certified by ACCA to meet all requirements of Manual Form J I ' I RIGHT-J CALCULATION PROCEDURES A,B,C,D 'Job # File name: BRASILIA.BLD 05/07/96. Zone: ZONE #2 Procedure A - Winter Infiltration HTM Calculation* J--------------------------------------------------------=------ ---- '1. Winter Infiltration CFM 0.6 AC/HR x 6210 Cu.Ft. x 0.0167 = 64 CFM �12. Winter Infiltration Btuh 1.1 x 64 CFM x '28 Winter TD = 1959 Btuh 3. Winter Infiltration HTM. 1959 Btuh / 126 Total Window = 15.5 HTM & Door Area --------------------------------------------------------------------- Procedure B - Summer Infiltration HTM Calculation* ------------------------------------------------------------------ 1. Summer Infiltration CFM, 0.4 AC/HR x 6210 Cu.Ft. x 0.0167 = 36. CFM 2. Summer Infiltration Btuh 1 1.1 x 36 CFM x •15 Summer TD - 600 Btuh 3. Summer Infiltration HTM 600• Btuh / 126 Total Window - 4.7 HTM . & Door Area P ocedure C'- Latent Infiltration Gain -�- --------------- --0-68--x- .___---------------------------------- ---------------x----36-. CFM ----- ------ 1532 ----------- 'Btuh y- 1 ure D - Equipment Sizing Loads ------------------------------- Sensible•Sizing Load Sensible Ventilation Load- 1 1.1 x 50 Vent.CFM x 15 Summer TD - 825 Btuh Sensible Load for Structure (Line 19) + 14177 Btuh ;- Sum of Ventilation and Structure Loads 15002 Btuh Rating and Temperature Swing Multiplier x 0.95 RSM Equipment Sizing Load. —Sensible + 14252 Btuh, 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 62 Internal Loads = 230 x 2 No. Infiltration Load From, Procedure C Equipment Sizing.Load - Latent ------------------------------------- gr.diff. 2108 Btuh People + 460 Btuh + 1532 Btuh 4100 Btuh ----------------------------- nstruction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT-J: V2.15 5/N 3690 ntout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A,B,C,D c Job #: Zone: - Pr I oce'd 1 File name: BRASILIA.BLD 05/07/96 ure A Winter Infiltration HTM Calculation*, ----------------------- ------------------------- --------------- Winter Infiltration CFM 0.8 AC/HR x 7465 Cu.Ft. x 0.0167 = 102 CFM 2. Winter Infiltration Btuh 1.1- x 102 CFM x 28 K, 1 Winter TD = Winter Tnfiltration HTM 3143. Btuh / 203 Total Window & Door Area ---------------------------------- ure B - Summer Infiltration HTM Calculation* - Summer Infiltration CFM 0.5 AC/,HR x 7465 Cu.Ft: x 0.0167 2. Summer Infiltration Btuh 1.1 x 58 CFM x 15 Summer TO - 3. Summer Infiltration HTM 962 Btuh' / 203 Total Window - & Door Area ure C - Latent Infiltration Gain - 0.68 x 62 gr.diff. x58 --------------------------------- ocedure D - Equipment Sizing Loads CFM = 3143 Btuh i 15.5 HTM ------------ - - - - - - - - - - - - - - -- i .58 CFM' i i 962 Btuh 4:7 HTM j - 2459Btuh ------------------- 1. Sensible Sizing �Load Sensible Ventilation Load 1.1 x 0 Vent.CFM x 15 Summer TD - 0 Btuh Sensible Load for, Structure (Line 19) + 13031 Btuh Sum of Ventilation and Structure Loads = 13031 Btuh Rating and Temperature Swing Multiplier x' 0.95 RSM Equipment Sizing Load- Sensible + 12379 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 0 Vent.CFM x 62 9r.diff. = 0 Btu'h 1 Internal Loads = 230 x 2' No. People + 460 Btuh, Infiltration Load From Procedure C + 2459 Btuh Equipment Sizing Load - Latent = _2919• Btuh -------------------------------------------------------------------- uction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. I RIGHT-J: V2.15 S/N 3690 ntout certified by ACCA to meet all requirements of Manual Form J -BRASILIA'.BLD Job# Zone:Entire House 05/07/96 --'-- MANUAL J' 7th Ed. ---- RIGHT-J: V2.15 --- S/N 3690 --- Page I ---- Name of Room ; Entire House ; ZONE #1 Running Ft. Exposed Wall : 359.3 Ft. ; - 187.0 Ft. 3: Room Dimensions, Ft.. : : 0.0 x 0.0 Ft. Ceiings-,Ft : Condit, Option: '9.9 ; d : 9.7 ; p n: _L"------------------------------------------------- TYPE OF ; :CST: HTM ; rea : Btuh :--------------------: : Area : Btuh : EXPOSURE : :NO.iHtg ;Clg :L ngth: Htg Clg ;Length: Htg : Clg : ------------`-' Gross -----------------.------------------:---------------__--- IaI14B, 4.01 .2.2I 33031 , `15801 I1 I Exposed I bI 13CI 1.31 2251 2251 1 I I ,,Walls and ,2.7I 1 1 I I I ,c, , 0,0, 0.0, 1 01 I **** , I **** , I 0, I **** , 1 **** , .I I •, Partitions , I I I I ,d, , 0.0, 0.0, 1 0, I **** , , **** , 1 � 0, I I I I I I I 1 1 I I I 1 I I I 1 I I I 1 I 1 '-------------------- 1 I I ' I --------=--------=-------------' : .: Windows I -------------------- ;a: 1C:32,3:. ** ,; 478: 15459: I **** : 316; 10219: I : : & Glass ;b; 8C:32.3: ** 80: 25871 **** : 801 2587; *** Doors Htg. ;c; 9C;33.9: ** 59: 1999: ****'; 461, 15421. **** : I I I I 1 dI � I 0.01 DI 0I **** 01 01 -1 : :f: : 0.01 ** ; 0: 0: **** : 0: 0; **** ' ------ - -------------- ---------- '-------- ------------ ' -------------------- I : Windows , : North :27.0; 352: **** : I 9491: 295: **** : I 79531 : : & Glass : NE&NW :60.0:- 101 **** : 6301 0: **** : 0: : : Doors Clg.-: E&W :85.0: 2221 **** : 18870: 1361 **** : 11543 SE&SW : 0.0: 0: '**** : 0: 0: **** : 0: : South :44.0: 331 **** : 1452:- 11: **** : 488: ' Horz : 0.0: I..-,..,,,�__.-.-------------- 0: ****-: 0: 1 0: **** : -------•- 0: 1 -� I : ___..,__..•.:. : _.�__-..... Othr doors _.---.....__..---•-1----,. f :,a:11A:16.5:13.3: 154:. 2544: I 20531 -------_-_--- 0: 0: I 0: '--- -------------------------- jbjlODj 0.8:,0.0: '-------------------- 1,71 219: 1771 '-------------------- 171 2191 1771 ' - : 9:.Net 1 :a:14B: 4.01 2.2:' 2632: 10211: 55791 11391 4592: 25091 Exposed :b:13C: 2.7: 1.31 208: 562: 262: 2081 5621 2621 Walls and ,:c: :.0.0: 0.0: 0; '0: 0: 0: 0: 0: : : Partitions :d! : 0.0; 0.0; 0: 0.: 0: 0: 0: 0: : ..: :e: : 0.0: 0.0: 0: 0: 0: 0: 0; 0 : : :f: : 0.0: 0.0: 0: 0: O: O: 0: 0: 1 - I _ _ -_. _. I I - _ _J----__-- 1 I -------------------- 1 I ,� :10: Ceilings. :a:16G: 0.91 1.41 3450: 31881 48961 2083; 19251' 2956: :b: ; 0.0: 0.0: 0: 0: 0: -0: 0: 0 : ': :c:, : 0.01.0.0: 0: 0: 0: 0: 0; 0 :-,--------------------------"--:----------- 11: Floors :a;22A:22.7; 0,0: 359: 8149;-_---0: :------J-------------: 187; 42411 0 :b: : 0.0: O.O: 0: 0: 0: O: .0: O :c: : 010: 0,0; 0: 0: 0: 0: of 0: --------------- 12: Infiltration ------------- - ' -------------------- a 115.5: 4.71 788: 12201: I 37351 ----- -----'---------- 458: 7099: ' 2173 :"� -----_----- -•------------:,-------------------:--------_-_--------- :13:Subtot Btuh Loss=6+8..+11+12; **** : 57118: **** ; *** 329861 **** :14: Duct Btuh Loss 10%: 5712: **** 10%; 32991 **** : :15: Total Btuh Loss = 13+14 : **** : 62830: **** : **** i 36284: **** : :-i------------ ----------------- :----- -------- ------- :--------------------: 115: Lnt, Gains: People @ 300: 6: **** 1800: 2: **** : 600 : is APPl. @ 12001 2: **** : 2400: 2: **** ' 24001 :17: Subtot RSH Gain=7+8..+12+16:'**** : **** : 51345: **** ; **** ; 31066 :18: Duct Btuh•Gain : 15%: **** 7702: 15%: **** : 4660 :19: Total RSH Gain=(17+18)*PLF : 1.00: **** ; 590471' 1•.10: **** ; 39163 :20: CFM Air Required : **** 2825: 2825: **** : 16321 1874 Printout certified by ACCA to meet all -•requirements of Manual Form J BRASILIA.BLD Job# Zone:Entire House 05/07/96 --i-- MANUAL J: 7th Ed. ---- RIGHT-J:-V2.15• --- S/N 3690 --- Page 2 ---- Name of Room : ZONE #2 : ZONE #3 Running Ff. Exposed Wall ; 86.5 Ft. ; 85.8 Ft. 3! Room Dimensions, Ft. ; 0'.0, x 0,0 Ft. ; 6.o x 0.6 Ft. Ceiings,Ft ! Condit. Option: 10.0 : , I----------------- { TYPE OF ; :CST! HTM ! Area ! -------- Btuh : Area ; ---' Btuh `EXPOSURE- :NO.:Htg :Clg :Length! Htg : Clg. !Length: Htg : Clg :-j-------------------------------------------------- ' 5: Gross :a!14B:.4.0! 2.2! 865: **�c* ! :--------------------! **** ! 858: **** ! **** ! •i, Exposed P , ,b,13C, 2.711.3, , 0, , **** , , **** , , 0, , **** , , ' Walls and , , , , , ,c, , 0.0, 0.0, , 0, , **** , , **** , , 0, Partitions ,d,, , 0.0, 0.0, 0,, **** , **** , 0, , **** , **** , 1 M ! 0.0: 0.0: **** ! **** ! O: **** ! **** ! ----------------------------:- Windows :a: 1Cl32.3! ** ! ----0: 116: ------------:--------------------: 3751: **** : 46: 1488: **** & Glass ,b, 8C,32.3,, ** , 0, 0,, **** , 0, 0, , Doors Htg. :c: 9C!33.9: ** : 10: 3561.**** : 3: 1021 **** .I , , , , , 0 , , , , , M : 0.0: **, ! 0: 0: **** ! 0: 0! -------------------------------- ! : Windows '--------------------, ! North :27.01 36: **** : 971: 21! **** ! 567! : & Glass !'NE&NW i60.0: 10: **** ! 6301 0, **** : 0! Doors Clg. : E&W :85.0: 58: **** : 4942: 281 **** : 2380: SE&SW ! 0.0:- 0: **** ' i 0: 0: **** : 0: South :44.0: 221 **** : 9641 0: **** ! 0: ! ! : Horz : 0.0: '0: **** ! 0: 0! **** ! 0! ------------------------------- 8: Othr doors ' :a:11A:16.5:13.3: ---' 0! ---------'--°- 0!, 01 154: 2544: ---' 2053:' -------------------- :b:IOD: 0.8: 0.0: - ----- ' 0: ---------------- 0: 0! --- ' • 0! 0! 0: ' ! 9: Net :a:14B: 4.01 2.2: 7381 2978: 16271 6551 2641: -- - - 1443! !,Exposed :b:13C! 2.7: 1.3: 0: 0: O: 0: 0: ,0: ! ,,! Walls and !c: : 0.0: 0.0! 0! 0: 0: 0: 0:. 0 Partitions :d: : 0.0: 0.0: 0: 0; 0: 0! 0:' 0: :e: : 0.0: 0.0! 0: 0! 0: 0: 0: 0: ------ --------------------- :f: : 0.0: 0.0: ' 0: ----- -_-_--__ 0: _ ------'------- 0: 0: ___---_--__ 0: 6! :10: Ceilings. !al16G: 0.91 1.4! 6211 5741 881: 746: 590: ---' 1059: ! : !b: i 0.0: O.O: 0: 0: 0! 0: 0: 0! I! ' :c: : 0.0: 0.0: ' 0:. 0: 0: 0: 0: - 0:' ,11, Floors ------------ ,a,22A,22.7, 0.01 ------ , 86, -------------'--------------------' , 1962, : 0, r 86, 1946: 0, ! i! :b! 0.0: 0.0! 0: 0! 0! '0: 0: 0: '- ---------------- :c! ! 0.0: 0.01 ------------' 0: -------------------- 0: 0: ' 0: 0: 0: ' :12': Infiltration 'a :15.5! 4.71 126: 1959! 600: ----'---- 203: 3143: 9621 ----------------------------- :`-------------------:--------------------- :13:Subtot Btuh L6ss=6+8..+11+12! **** 11579: **** : **** ! 12553: **** :14! Duct Btuh Loss ! 10%! 1158! **** ; 10%: 1255: **** ! :15: Total Btuh Loss = 13+14 ! **** : 12737: ****.: **** : 13809: **** ! y---------- ' ' J :161 -------------------' Int. Gains: People,@ 300! - ------------------ 2: •- **** ! 6001 -------------------- 2: **** !. 6001 !: Appl. @ 12001 0: **** ! 0: 0! **** : O! !17! Subtot RSH Gain=7+8..+12+161 **** : **** ! 11214: **** : **** : 9065! 1181 Duct'Btuh Gain !, 15%: **** : 1682: 15%: **** : 1360: :0: Total RSH Gain=(17+18)*PLF : 1.10! **** ! 14177: 1.251 **** ! 130,31! :29,: CFM Air Required : **** !' 573: 678: **** : 6211' 6231 Printout certified by ACCA-to meet all requirements'of Manual Form J BR'SILIA.BLD Job# Zone: ZONE #1 05/07/96 MANUAL J: 7th Ed. ---- RIGHT-J: V2.15 --- S/N 3690 --- Page 1 ---- :-1: Name of Room : ZONE #1, : FOYER : 2: Running Ft. Exposed Wall, ; 187.0 Ft. : 6.5 Ft. 3: Room Di6ensions, Ft. . : : 6.5 x 8.5 Ft. : 41: Ceiings,Ft ! Condit, Option;--9_7-;----------p n: 10.0 ;heat/cool -- --'--------------------' TYPE OF : :CST! HTM. : Area : Btuh Area : Btuh �,-EXPOSURE { :NO.:Htg :Clg !Length.: Htg : Clg :Length: Htg !'Clg - - 9, ------ Gross ,a,14B, 4.01 2.2, 1580, **** , -------• **** , 651 , , Exposed ,b,,13C, 2.71 1.3, 2251 **** , **** , 0, **** , - Walls and , ', , , , ,c, , 0.0, 0.0, , 0,�**** , , , ***� , , 0, , ****., , I , Partitions , , , , , ,d, , 0.0, 0.0, , 0, , **** , , **** , , 0, , **** , , , , , , , 1 ', , , ------------------------------ �•! Windows '-------------------- :a! 1C:32.3: ** 316: 102,19; '--------------------' **** ; 10: 3231 & Glass :b: 8C!32.3: ** ': 86: 25871 **** : 0': 0: **** : , Doors Htg. :c: 9C:33.9! **': 461 15421 ****•: 16: 5591 , , : 1 , , :e: : 0.0: ** : 0: 0: **** : 0: 0: **** ------------------------------'--------------------'----- ': Windows : North :27.0: 295: **** : 7953: 141 **** : -----' 380: : :'& Glass : NE&NW : 0.0: 0: **** : 0: 0: **** ! O: Doors Clg. : E&W :85:0: 136: **** : 11548: 12:'**** : 1056: SE&SW : 0.0: 0: **** :• 0: 0: **** : 0: •; South :44.01 11: **** : 488:, 0: **** : 0: 1 1 , Horz � 0.0,, 01 **** , 0, 0,,, **** , 0,, - -----------------------------'--------------------'-------------------- : 8: Othr doors :a:11A:16.5:13.3: 0: 0: 0: 0: 0: 0: : :b:IOD:12.9110.4: 17: 2191 1771 '0: 0: 0: 9: Net :a!14B: 4.0: 2.2: 1199: •4592: 2509:: 38: - 155: 8'5: Exposed :b:13C: 2.71 1.3: 208: 5621 262: 0: 0: 0: j: Walls and :c! : 0.0: 0.0: 0: 0: 0: 0: 0: 0: : Partitions :d! : 0.0! 0..0: . 0: 0: O: 0; 0: 0: :e: : 0.0: 0:0: 0: 0: 6: 0: 0: 0: :f: : 0.0: 0.0: '-------------------- 0: 0: 0: 0: 0: 0: ------------------------------- :10: Ceilings :a:16G: 0.9: 1.41 2083: 19251 '__------- 2956: 551 -------=--- 51: 781 :b! : 0.0: 0.0: 0: 0: 0: '0:- 0! 0: ;! :c: : 0.0: 0.0: 0: 0: 0: 0: 0: 0: '-=----------------- ----------- -' -------------------- '---=-----------------' :11! Floors :a:22A:22.7: 0.0: 187: 42411 0: 6: ]47: 0: ?: :b! ! 0.0: 0.0: 0: 0: 0: 0: 0: 0: I!: :c! : 0.0: 0.0: ' 0: 0: 0! ' 0: 0: 0: ' ------ :12: -- --- Infiltration a :15.5: 4.7 ------------------ 458: 7099: --- 21731 ----- 261 ------ ------ 410: 126: ---......---------------------'---------__--------- 113:Subtot :13:Subtot Btuh Loss--6+8,.+11+121 **** : 32986: - **** : - - - - - - **** : - - - - - - - - 1646: - - - - -- :141 Duct Btuh Lgss : 10%: 3299: **** : 10%: 165: **** :15: '--------------------- Total Btuh Loss = 13+14 : **** : 36284: **** : **** :- 1811: **** !- :16! Int. Gains: ------- :-------------------- People @ 3001 2: **** : i--------------------: 600: - 0: **** : 0: j: APpl. @ 1200: 2: **** : 2400: O': **** : 0: 17: Subtot RSH Gain=7+8..+12+16: **** : **** : 31066:•**** : **** : 1725: :18! Duct Btuh Gain : 15%: **** : 46601 15%: **** : 259! :19: Total RSH Gain=(17+18)*PLF : 1.10: **** : 39163: 1.25: **** : 2479: :261 CFM Air Required : **** : 1632: 1.8741 **** : 81: 119: -- Printout certified by ACCA to meet all requirements of Manual Form J -- BR'SILIA.BLD Job# Zone: ZONE 41 05/07/96 MANUAL J: 7th Ed. ---- RIGHT-J: V2.15 --- S/N 3690 --- Page 2 ---- 111 Name of Room :, DEN POOL BATH/HALL Running Ft. Exposed Wall : 18.5 Ft. ; 5.0 Ft. Room Dimensions, Ft. ; 12.0 x 14.5 Ft.. ; 5.4 x 18.5 Ft. : . ;.Ceiings,Ft ; Condit. Option: 10.0 ;heat/cool : 10.0 !heat/cool : - TYPE OF "i !CST! HTM : Area ! Btuh I I':. Area ! Btuh I. EXPOSURE : :NO.!Htg :Clg :Length: Htg :' Clg !Length: I. Htg ! Clg --7 Gross Ia114B1 4.01 2.21 _ 1851 **** , **** ___...'---------------- 50, I ,. I I Exposed I b1 13C, 2.7, 1.3I 0-, 0I I I IWalls and' I c, , 0.04 0'.0I 01 01, I , Partitions ,d, , 0.01 0.01 0, **** , **** , 0, I I , , ,. 1 1 , I I I I I I I I I I I f I I � .� 1 0 .�, I � I 1 *H=.** , I **%K* I„ 1 01 •**%K* I ,' I **** , _. 1 1 V1 I I 1 windows. .. I I , I 1a,-1C-32 .3, ** ' , I --45y I 1 `1455` I I ****T , -------------------- I 0 I 1 • 0'I I 1 & Glass , ,b,I 8C,I 32.3,I ** , 0,. 1 0, **** 1 0,I 1 0, I : ! Doors Htg. !c: 9C:33.9: ** ! O: 0: **** : 9: 305: I I 1 I I I 1d1 1 0.0, ** , , 0, , 0, I **** , I 0, 1 01 1 I , I 1 , 1 I ,el 1 0.01 ** ,, 1 0, 1 01 I **** , I 0, I 0, : ! !f: : 0.01 ** ! 0; O: **** 0: 0: **** !I - ---^--------- --f, Windows, ------------`:--:--------------------:-------------------- North I27.0I 1, .I 351 91 243I & Glass : NE&NW : 0.01 01 **** : 0: 0: ***K'; 0! Doors Clg. : E&W :85.0: 441 **** : 3715: 01 **** ! 0: SE&SW : 0.0: 0: **** 0; 0: ***.* ! Q: I 1 , I South ,44.0, 1 0, I **** , 0, 1 0, , ****-,, I 0, , I , I I - Horz I I 0.01I 1 0, *:�** ,, 01 ' 011 , **** , 0,1 :------------------------------- : :,Otter doors :-------------------- !a111A:16.5:13.3! 0! 0; :------- oil 0: ------------ 0: : 0: :bi10D:12.9110.41 Oi 0: 0! 0: 0! 01- : : Net ------------------- :ai14B: 4.0i 2.2! 1401 ':564: 3081' 411 .'165: 90 : Exposed !b!13C: 2.71 1.3! 0: 0: 0! 0: 0: O! Walls .and !c! ! 0.0: O.0! 0! 0: 0! 0;. 0! 0 Partitions !d! ; 0.0: 0.0! 0: 0! 0: 0; 0: 0! : ! :e! : 0.0; 0.0: 0: 0! 0!, 0: 0! Oi : I !f: ! 0.0: 0.0! 0: 0: 0! O: 0: 0'! I :-"------------------------------ 110; Ceilings .:.-------------------- :a:16G: 0.91 1.4:, 174: 1611 I 247: -------------------- 1001 • '9?: 142 :b! ! 0.01 0.0! 0: 0: 0! Oi 0! 01 :c! ! 0.0: O,Oi 1 O: 0: O� 1 O! 0: 0! 1111,! "------------------- Floors --------------------- :a:22Al22.7; 0..01 18: 4201 01 __--_.---------------' 51 1131 0: !b! ! 0.0: 0.0! 0: 0: 0; 0; 0: 0 :c.; ! O.Oi 0.0: O: 0;'' 0: Oi 0! 0 1 _ �- - _ _...-...--:.--- -- - - -- --- - ---- ! -- --- - ----- - - - - ----- : .................... 1121 Infiltration a115.5: 4^7: 1 451 6971, 2131 1 9l-V,139: 431 I 113;Subtot ------------------- Btuh ............-_..-------------- Loss=6+8..+11+121 **** ! 3297! **** ', ---- **** ! ---'"'____ 815: --- 11�: Duct Btuh Loss :' 10%: 330: **** : 100: 82: !1 : Total Btuh Loss = 13+14 : **** : 3627: **** ! **** : -8971 **** '-'------"---_----------------- 116,: Int. Gains: 1,------------------- People ® 3001 0: **** ; " I--------------- 0: 0: **** :' 1 0: i : APpl. @ 1200: 01 ****'i - 0: 0: **** : 0! 17: Subtot RSH Gain=7+8,.+12+161 **** ! **** 1 4519: **** : **** : 518!' 118: Duct Btuh Gain : 15%! **** ; 678: 15%! **** ; 78 !I?: Total RSH Gain=(17+18)*PLF : '1'.251 **** : 6496: 1.00: **** '! 5951' :20: CFM Air Required : **** ! 1631 311 **** : 40: 28: Printout certified by ACCA to meet all requirements of Manual Form J BRASILIA.QLD Job# Zone: ZONE #1- 05/07/96 -- -- 1: MANUAL Jd 7th Ed. ---- RIGHT-J: Name of Room ; V2.15 --- 'LIVING S/N 3690 --- Page 3 ---- ; MORNING RM 2: Running Ft. Exposed Wall : 12.0 Ft. : 17.5 Ft. ; 3: Room Dimensions, Ft. ; 18.0 x 15.5 Ft. ; 9.0 x 10.0 Ft. Ceiings,Ft : Condit. Option; 10.0 :heat/cool : 10,0 :heat/cool - : ---------- -.-------------------------------------- TYPE OF' : :CST: HTM : Area : Btuh :--------- : Area : -----------: - Btuh EXPOSURE : :NO.:Htg :Clg :Length: Htg : Clg :Length: Htg : Clg ---------------------------------------------------- 1 1 , 5,, Gross , , , , , ,a,14B, 4.0, 2.2, , 120, , **** , '--------------------' **** , , 175, 1 �II Exposed , , , , , ,b,13C, 2.7, 1.3, 1 0, , **:�* , , **** , , 0, 1 , 1 � Walls and. , , , 1 ,c, , 0.0, 0.01 0., : 1 **** , , **** , i 0, , ***� , 1 **** , 1 'I Partitions ,d, 0.0I 0.0, 0, 1 I 01 , , ' , , , , lei 1 1 , , I 1 ' , , , ,, , 1 ' , 1 , I - I 6, ---- ----------------- Windows -------- ,a, 1C,32.31 , - - ------------ 0, 0, --- -- - ---- --------- 751 2426, ------ & Glass :b: 8C:32.3: ** SO: 2587: **** : 0: 0: **** ,- Doors Htg. , , , , ,c, 9C,33.9, ** , I 0, , 0, I **** , 10, 1 339, 1 **** , I, , I , ,'I , , , I , , , 1e, 0.0, ** , 0, 0, *k** 1 0, 0, V if , 1 Oi 0: 1 :------------------- : 7: Windows '--------:-------------------- : North' 127.0: 80: **** : :---------- 2160: 68': d---------- ****'.: : 1842: & Glass : NE&NW : 0.0: 0: **** : 0: 0: **** : 0: Doors'Clg. : E&W :85.0; 0: **** : 0: 17: **** : 1426: SE&SW : 0.0: 0: **** : 0: 0: **** : 0: 1 , , , South ,44.0,, 0,1 I **** , 0,I 0,, 1 **** , 0,, Horz : 0.0: 0: **** : 0: O: **** : 0: --------------------------------- 8: Othr doors '-------------- :a:11A:16.5:13.3: 0: 0: - - 0:, 0: ^ 0: 0' :• ,: '--'�-------------------------- :b:lOD:12.9:10.4: ' 0: 0: 0: ' 0: -------------------' 0: 0 9;: Net :a:14B: 4.0: 2.2: ---- ---------------- 40: - 161: 88: 90: 3631 198: Exposed :b:13C: 2.7: 1.3: 0: O: 0: 0: 0: 0: Walls and :c: : 0.0: 0.0: 0: 0: 0: 0: 0: 0: Partitions :d: : 0.0: 0.0:. 0: -O: O: 0: 0: 0: :e: : 0.0: 0.0: 0: 0: 0: 0: 0: 0: �. :f: : 0& 0.0': 0: 0: 0: 0: 0: 0: ' ---- ------------ ---- --- ' -- --- --'--- --------- -------------------- , :101 Ceilings :a:16G: 0.91 1.41 2791 258: 3961 90: 83: 128: '!b1 : 0.0: 0.0: 0: 0: 0: 0: .0: 0: :'c: : 0.0: 0.0: 0: 0; 0: 0: 0: 0: -- I ------------------- --------- , - __-______-_-_______ I ____________________ I :11: Floors :a:22A:22.7: 0.0,: 12•: 272:. 0:- 18: 397: 0: :b: : O.O: 0.0: 0: 0: O: 0: 0: 0: :C: : 0.0: 0.0: 0: 0: 0: 0: 0: 0: ---------- ------------------ � I ' , -------------------- ' ------------------- , I :12;, Infiltration a :15.5: 4.7: 801 1239: 379, 85: 1316: 403: ---------------------------'----- -'-T- :13:Subtot Btuh , Loss=6+8..+11+12: ---------------:'------------------": **** : 4517: **** : **** : 4923: **** :14:'Duct Btuh Loss : 10%: 4521 **** : 10%: 492: 115 Total btuh Loss = 13+14 : **** : 4969: **** : **** 5416: **** :- -z-------------------- ,161 Int. Gains: ------:- People ® 300, ------------------- '0, **** , I ------------- 0, 0, -------: **** , 0, : APpl. ® 1200: 0: **** : 0: 0: **** : 0: 17l.,Subtot RSH Gain=7+8..+12+16: **** : **** -30231 **** : **** : .3997: :181 Duct Btuh Gain 1.: 15%: **** : 4531 15%: **** : 600: :19:, Total RSH Gain=(17+18)*PLF : 1.05:„**** : 36511 1.05: **** : 48261 :20:1 CFM Air Required : ****,: 2231 175:'**** : 244: 2311 ---,Printout certified by ACCA to meet all requirements of Manual Form J -- BRASILIA.BLD Job# Zone: ZONE #1 05/07/96 =-=-- MANUAL J: 7th Ed. ---- RIGHT-J: V2.15 --- S/N 3690 --- Page 4 ---- 1i Name of Room ; LEISURE ; KITCHEN/HALL, 2! Running Ft. Exposed Wall ;' 46.0 Ft. ; 0.0 Ft.. 3J! Room,Dimensions, Ft. ; 19.0 x 17.0 Ft. ; 12.5 x 18'.5 Ft. 4! Ceiings,Ft'! Condit. Option! 10.0 ;heat/cool ; 10.0 ;heat/cool ------------------- TYPE OF ; ;CST; HTM ; Area ! ' Btuh :,Area ; Btuh EXPOSURE :NO.:Htg :Clg ;Length; Htg Clg !Length; Htg ! Clg ------------------------ 5, Gross, ---------------------------'' ,a,14B, 4.0, 2.2, .460, **** , **** , --------------- 0, Exposed , , , , ,b,13C, 2.7, , 1.3, 0, : , **** , , **** , , 0, , Walls and ,c,, - , 0.0, 0.0, 0,,. **** , **** , ,0,, **** ,•**** , , , , , , , 1- , , , 1 , , , , 1 , , , ----------- Windows , a, 1C132.3, ---'---- - , ** , , 78, , 2523, , **** , ---- , 0, , 0, , r , & Glass , , , , ,b, 8C,32.3, , ** , , 0, , 0, , **** , , 0, , 0, , **** , !"Doors Htg. !c! 9Cl33.9'! ** ! 10; 339! **** i 0! 0! **** ! ! !d! ! 0.01 ** ! 0! 0i **** ! 0! - 0i **** ,' , , , , , , , , , l- ! ----------------------------- i Windows ; North 127.0; l ----=---------------l-------------------- 391 **** ! 10561 0: **** ! ! 0! ..& Glass ! NE&NW ! 0.01 0! **** ; 0; 0! **** ! 0! Doors Clg.,! E&W !'85.0! 46! **** ; 3876! 0! **** ! 0! i ! ! SE&SW :.0.0! 0! **** ! 01 0! **** ! 0! ! South :44.01 3; **** !. 145! 0! **** ! 0! '------------------------------- ! Horz ' , '------- , i , Othr doors !al11Al16.5l13.3! --------------------- 0! 0! 0; 0! 0! 0! ------------------------------- b:10Dl12.9l10.4! ' 0! -------------------- 0! 0! Oi 0; 0! ! 11 Net ia!14B! 4.0! 2.21 372i 15001 820i 0! 0: 0! Exposed ;bl13C; 2.7; 1.3; 0! 0! 0; 0! •0! 0! ! Walls and !c! ! 0.0! 0'.0; 0; 0! 0! 0! 0; 0! Partitions ld! ; 0.0! 0.01 0; 0! 0! 0; 0! 0! I; e; ; 0.0! 0.0! 0! 0; 0! 0,! 0! 0! =---- !f! i 0.0! 0.0! i 0! 0! 0! 0! 1 0: 0! - !10! -------=----------------- Ceilings, la;16G! 0.9! 1.41 ------ 323! 298! ---'----- 458; 231! 214! - 328! °i !b! ! 0.0! 0.0! _ 0! 0! 0! 0! 0! 0! {! !c! ! 0.0! 0.0; 0! 0; 0! O! 0! O ------------------------------- !1`1! Floors. ;ai22Al22.7i ! 0.01 461 ------------ 1043; ! 0! ----------------=--- 0! 01 01 !b! ! 0.0! 0.0! 0! 0! 0! 0! 0; 0 1i !c! ! 0.0; ------- 0.0! , 0! -------------------- 0! 0! ' 0! 0; 0; 12; Infiltration a ;15.5; 4.7! 88! 1363! 417! --------------------' 0! 0; 0! , ------------------- r !13:Subtot Btuh ------ ------' Loss=6+8..+11+121 =------------------' **** 7066! **** ! ----------------- **** ! 214; ---' **** 14! Duct Btuh Loss ! 10%! 707! **** !• 10%! 21•.! !15! Total Btuh Loss = 13+14 ! **** ; 7772! **** ; **** ; 235! _i--------------------- 1161'Int.-Gains: --------' People @ 300! - -------------------'--------------------' 10; **** ; 0! 0! **** ! 0' APpl. @ 1200! 0! **** ! 0! 1! **** ! 1200! 117! Subtot RSH Gain=7+8..+12+16; **** ; **** ; 6772; **** ! **** ;' 1528! !18! Duct Btuh Gain ; 15%;•*** ; 1016! 15%; **** ;' 229! 119; Total RSH Gain=(17+18)*PLF ; 1.00; * ** ! 7788! 1•.00! **** ! 17571 l20; CFM Air Required **** ;, ' 349; 3731 **** ! 1`1! 84! Printout certified by ACCA to meet all requirements of.Manual Form J BR SILIA.BLD Job# ' I' Zone: ZONE #1 05/07/96 -- -MANUAL J: 7th Ed, ---- RIGHT-J: V2.15 --- S/N 3690 ---- Page 5 ---- Name of. Room i BDRM #3 ; BATH #2 Running Ft. Exposed Wall ; 16.5 Ft. i 9.0 Ft. Room Dimensions, Ft. ; 16.5 x'12.5 Ft. ; 8.5 x 12.5 Ft. 4; Ceiings,'Ft 1 Condit. Option; 8.8 ;heat/.cool ; 8.8 ;heat/cool TYPE OF. ;CST; HTM ; Area 1 Btuh ; Area ; Btuh, EXPOSURE' i i,NO.;Htg ;Clg ;Length; Htg 1, Clg :Length; Htg 1 Clg - ------------------------------------------------ Gross a,14B, 4.0, 2.2, 145, **** , -------------------- **** , 791 **** , Exposed ,b,13C, 2.7, 1.3, , 0, -**** , **** � 01 , , **** , , Walls and •,c, ., 0.0,, 0.0, •0,, **�* ,,**** 1 , , 0, **** 1 ' :.Partitions Id,, 0.0I0.0, .01 01 1 , - ----------------=------------'------- , Windows ya, 1C,32.3,, ** , 20, -------- 64711' -----'------ **** , ----------- 8, 259, ---' **** , , r •, & Glass , , r , , ,b, 8C,32.3, ** , 0, , 0, **** , o,, 0,-**** , , Doors Htg. , .,c, 9C,33.9, ** , 01 01 .**** , o, 0,, •, , , 1 , , , 1 , , , , , i , 01 : , - /!'Windows ----------------------------- 'i North 127.0; --------------------;-----------`---------1 20: **** 1 540i '8; *** i 216 1 & Glass' 1 NE&NW ; 0.0; 0; **** 0; 01 **** 1 0 Doors Clg. 1 E&W 185.01 01 **** i Oi Oi **** 1 0 'i 1 SE&SW i 0.0i ,0: **** i - 0i 0i **** 1 pi 1 ,. 'f , , , , South ,44.0, , 0, , **** , , 0, , 0, ., **** , , 0, Horz , 0.0,, : , 0, **** , 0, ,-_--__-__-_-__-_-___ 0, r **** , 0, , _---------------------- EI Othr doors' ;a;,11A;16.5113.31 ------------ 0; _-------- 0; 0; 0: 0; 0:. , ' -i ibi10'Di12.9110.4i 0i 0: 0: 0: O.i O --------------------------- -`--____----_---____ _---7--------------- Net iai14Bi,4.0i 2.2i 1251 505: 276`: 711 2871 157 Exposed ibi1.3Ci 2.71 1.31 Oi Oi Oi. � Oi O.i 0 Walls and ;c; ; 0.0; 0.0: 0; 0; 0; 0; oi- 0;- Partitions ;dl O.O; 0:0; 0; 0; 0; 0; 0;.•, '0 lei 0.0: O.Oi, Oi Oi Oi Oi 01 O - f; ; 0.0: 0.0: 0; 0; 0; 0; 0; 0 1 ^----------------------------i---------------------------------'-----'-- i Ceilings ;a;16G; 0.9; 1.4; 206: 1911 2931 1061 98': 1511 b; 0.0; 0.0; 0; 0; 0; O; Oi 0 c; ; 0.0: 0.0; '----- 0; 0; 0; o; 0; 0 ___---- 1��:'Floors iai22Ai22.7i' O.Oi 161 3741 0; 9;2041 __+ _ 0{ ;b; 0.0; 0,0; 0; 0; 0,: 0; 0; 0 _ '_..__........_._.___.........�_..._----_--.----' ;c; 1 0.0; 0'.0; 0; O; -----------_' 0; 1. 0; 0;• 0 �'; 1 1 Infiltration a' ;15.5; 4.7; 20: 310: --------------------., 95; 8; 1,241 38 '•iSUbtOt 1 Btuh'LOSS-6+8. +11+12i **** 2026i **** i **** 972: 14: Duct Btu-h Loss ; 100; 203; **** ; '. 100; 97 **** 15; Total Btuh Loss = 13+14„ ; **** 1 22291 **** ; **** ; 1069: **** I ----------------------------- Int. Gains: People @ 300: -------------------- 1i **** 3001 0:-****-; 0 ji APpl. @ '1200: Oi **** 1 Oi Oi '17I Subtot RSH'Gain=7+8..+12+16; **** 'i **** i 1503i **** i **** i 562 18: Duct Btuh Gain I; 15 : **** ; 2251` 15%; **** 1 84 19; ,Total RSH:Gain=(17+18)*PLF 1.00: *W** '1729: 1.001 **** 1, 646 20i CFM Air Required ;'****•i 100i 83: **** 1, �481 31 --i Printout certified by ACCA,to meet all requirements of Manual Form J -- BRAISILIA.BLD Job# Zone: ZONE #1 O5/07/96 ---'-- MANUAL J: 7th Ed. ---- RIGHT-J: V2.15 --- S/N 3690 --:- Page 6 ---- 1': Name of Room ! BDRM #2 : UTILITY ' Running Ft. Exposed Wall ! 28.5 Ft. ; -16.5 Ft. Room Dimensions, Ft. 16.0 x 12.5 Ft. 12.0 x 6.5 Ft. Ceiings,Ft !'Condit. Option: 8.8 ;heat/cool ; 10.0 ;heat/cool -------=------------------------------------ TYPE OF ; ;CST; HTM ; Area ; Btuh '--------------------' ; Area ; Btuh ; EXPOSURE : :NO.!Htg :Clg !Length: Htg l,Clg :Length: Htg : Clg !---------------------------------------------------- 5, Gross , - ,a,14B, 4.0,'2.2, , 141, , **** , **** :--------'------_-----: , , , 50, **** , , , L, Exposed 'i , , , , ,b,13C, 2•.7, 1.3, 110, , , **** , **** , , , 115, **** , , , ., Walls and , I , , , ,c, , 0.0, 0.0, , 0, , **** , **** , , , 0,, **** , , , **** , Partitions ,d, , 0.0, 0.0, 01 **** , **** , 0, , , , , 1 , •, , � !, , , i i ,f, , 0.0, 0.0, 0, ' **** '*** , ' ' , 0, *** ' **** ' , , - 6: Windows ---------------- -------------------- :a: 1C132.3: ** : 201 6471 & Glass lb! 8C:32.3: ** : 0: 0: **** : :Doors Htg. :c! 9C:33.9; ** "! 0: 01 **** : !d: : 0.0: ** ; 0: 0: **** ! :e! : 0.0: K* ! 0! Oi **** :f: : 0.0! ** : 0: 0: **** ----------------------- I Windows -------------------- ; North :27.0: 20: ****.! 5401 & Glass : NE&NW ! 0.0: 0: **** ! 0: Doors Clg. : E&W :85..0: A! **** : 0: :, : SE&SW : 0.0: - 0: **** ! 0! ! : ! South :44.01 0: **** : 0: ! ! : Horz : 0.0: 0: **** : 01 ---------------------' -------------------- ' -- 8: Othr doors :a:11A:16.5:1.3.3! 0: 0: 0: I: :b:16D:12.9,l10.4: 0: 0! 0: - --------------------------=--'--------------------'- :• Net la:14B: 4.01 2.2: 1211 4881 267 ,' Exposed lb:13C! 2.71 1.3: 110! " 2971 139: :•Walls and :c! : 0.0:'O.0: 0: 0: 0: Partitions :d: : 0.0: 0.0,: 0: 0: 0: !e: ! 0.0: 0.0: 0: 0: 0: if: : 0.0: 0.0; 01 0: 0: -------------------------------' ---- ------'- :10:, Ceilings :a!16G! 0.91 1.41 200: '185: 284! :b: : 0.0: 0.0! .01 0: 0: :c! : 0.0: 0.0: 0: 0: 0: -r _------" !-`"_---- " :11! Floors -- :a}22A:22.7:-6.0: 281 -646: 0i !b! : 0.0! 0.0: 0: 0: 0: :c: : 0.0: 0.0: 0: 0: 0: '.----------------------- ------ '------------- -- ----- I_ :12: Infiltration a :15-5: 4.7: 201 310: 95: :---------------------- ------l---__'---------------i !1 lSubtot Stuh Loss=6+8..+11+12: **** ! 2573: **** 114: Duct etuh Loss : 10%: 257: **** :151 Total Btuh Loss = 13+14 : **** ! 2830: **** !---------------------------:_---------------- -----l- 16: Int. Gains: People @ 3001 1!,**** : 3001 APpl. @ 1200: 01 **** : 0: 117: Subtot RSH Gain=7+8..+12+16: **** : **** : 1624! 118 :Duct Btuh Gain : 15%: **** ! 244: :191 Total RSH Gain=(17+18)*PLF 1.00: **** : 1867: :2i0; CFM Air Required : **** : 1271 89: --i Printout certified by ACCA to meet all requirements 18: 582! 0: 0: 0: 0: 0: 0: 0: 0: 0! 0: 32: 129! 98:. 265: 0' 0' 0: 0: 0: 0:. 0, 0,, 78: 721 0' 0' O , -'-----0, 16! 374: 0: 0! 0: 0: _ 35! 542!' **** : 218,3: 10%: 218: **** : 24011 0: **** **** 108: of Manual Form **** **** ! 275: 0: 0: 0 343! 0: , 0: 177: , 71: 1231 0: 0: 0! 0' , 111! 0!, 0' , i 0',, 0: 0! , 166: , 0: 1200: 2466: 370: 3261: 156: J -- BRASILIA.BLD I Job# Zone: ZONE #1 '05/07/96 ---',-- MANUAL J: 7th Ed. --- RIGHT=J: V2.15 --- S/N 3690 _-- Page 7 ---- 111 Name of Room DINING 2: Running Ft. Exposed Wall i 11.0 Ft.. Ft. 1 Room Dimensions, Ft, 16.5 x 14.5 Ft. ; x Ft. 1.41 1 Ceiings,Ft 1 Condit: Option; ,10.0 ;,heat/cool 1 ' 1. ' --=-------------------------------- TYPE OF ; :CST! HTM ; ---------------- Area i Stuh ; -------------------- Area.! Btuh ; _J: EXPOSURE ----- 1 1NO.:Htg.lClg ;Length;.,Htg ------------------ i Clg ;Length; __, Htg 1 Clg ___ SI, Gross ,a,1481 4.01 2.21 110,, i j'i Exposed lbi13Ci 2.71 1.3i 0; **** 1 **** i i Walls and ,c, , 0.01 0.01 0, **** , **** , , 1 ; Partitions ldl 1 0.01 0.01 0; **** 1 **** 1 1 **** 1 **** ,. , , , , I , 1 1 , 1 -------------------------------'--------------------'--------------------' �i Windows lal 1C132.31 ** 1 42: 1358i & Glass ,b, SC,32.3,, ** , 0, 0,, Doors Htg. ,c, 9C,33.9, ** , 0; 0, **** , , , , , , , , , - -----------------------------1-------------------- if: 0.01 ** ; Oi 0; **** i **** 1 Windows , North ,27.01 25, , **** , 665i ---------------------1. , , & Glass ; NE&NW ; 0.01 01 **** 1 - 0; 1 1 Doors Clg. 1 E&W 185.Oi 171. **** i 14751 1**** 1 1 SE&SW 1 O.Oi Oi **** i 0i South ' ' ' ' ' Horz : 0.0, '_1 0,, **** , , 0, ------------------------------- 1 E: Othr doors 1a111A116.5113.31 ------------ Oi Oi 01 1 li ib110D112.9110.41 ' Oi 01 Oi '---_----------------' i 1-------------- -- Net --------------- ,•1a114B1 4.0i 2,.21 -------------------- 681 2741 150 Exposed ibi13C1 2.71 1.31 Oi '0i O 1 Walls and, lcl 1 0.01 0.01 01 01 0l 1 1 1 1 1 Partitions {dl l 0.6l 0.01 Oi 0; 0:. 1 1 1 iei i 0.01 O.Oi_ O1 01 O . i ifi i 0.01 0.0: 0i 0•: 0i i i - ------------------------------'----____^-__ 110,1 Ceilings lai16G1 0.91 1.41 2401 2221 340: . i i 1 1 '1 lbl 1 0.01 0.01 0l 01 -01 1 1 1 0.01 0.01 O1' of O1 1 1. 1 1 ,11' , ----------------- Floors I 1 1 a,22A,22.7,�0.0, -------------------- 11, , 249, 0, -------------------- 1 ;.1 lb! 1 0.01 0.01 01 O1 0l 1 1 1 1 1 lcl. 1 0.01 0.01 0l o{ 01 1 1 1 1-=----------=------------------1 121 Infiltration a 115.51 4.71 ------ 421 ----=-------1--------------------1 6501 19911 -'------------- 113lSubtot Btuh ----1--------------------1----^ Loss=6+8..+11+121 **** 1 2754i '-------I 1141 Duct Btuh Loss 1 10%1 2.75: **** i %i 1 **** 1151 Total Btuh Loss = 13+14 3029: **** i **** i i **** 1- --------- 161 ^------------------i Int. Gains: People @ 3001 -------------------i------------------�---1 01 **** Oi 11 APP1. @ 12001 01 ****.1 Oi 171 Subtot RSH Gain=7+8..+12+16i **** i **** i 2830i 1181 Duct Btuh Gain 1 15%1 **** 1 424: 191 Total,RSH Gain=(17+18)*PLF ; 1.251 **** 40681 1 **** 1 1201 CFM Air Required **** 1 136: 1951 **** 1 1 1 Printout certified by ACCA to meet all requirements of Manual Form J BRASILIA.BLD Job#t Zone: ZONE #t2 05/07/96 `1; MANUAL J: 7th Ed. ---- RIGHT-J: V2.15 --- S/N,3690 --- Page 1 ---- Name 'of Room ZONE #2 ; MASTER BATH 2i. Running Ft'. Exposed Wall ; 86.5 Ft.' ; 27.0 Ft. Room Dimensions, Ft. I ; ; 12.0,x 15.0 Ft. Ceiings,Ft.; Condit. Option; 10.0•.; p n; ; -------------------- 10.0 ;heat/cool ----------------------------------------- TYPE OF ; ;CST; HTM ;.Area ; Btuh ; Area ; Stuh ; EXPOSURE ; ;NO,;Htg,;Clg ;Length;'Htg ; Clg ;Length; Htg ; Clg "' '-"-'-------------------------------------------------;-------------------- , 0: � Gross r , , , ,a,14B, 4:0,,2.2, i 865, , **** , , **** , , 270, ' **** t, Exposed ,b,13C, 2.7, 1:3, 0, , **** , **** , 0, , Walls and ,cj , 0.0, 0.0, 0,1. **** , **** 0, 1 Partitions , ;d, , 0.0, 0.0, 0, 0, , 0.0: 0.0:, , ' ----- ---- Windows - - -- --- ---- ---- ;a; 1C;32.3; ** ; --------------- 116; 3751: - -- -- ; - **** ; ------------- 57; --__.--.' 18431 *** ., & Glass b ,, 8C,32.3, , *W , 0, 0, , **** , 0, , 0,, Doors Htg. ;c; 9C;33.9; ** ; 10; 3561 **** ; 0; 0; i : , , Oi , I , 1 , 1 , 1 **** ----------------------- Windows ; ; North ;27.0; -------------------- 36; **** ; ;------ 9711 7--------------; 20; **** ; 550 & Glass ; NE&NW 160.0; 10; **** 630: 0; **** 0; . ; Doors Clg. ; E&W' :85.0; 58; *** ; 4942: 23; **** 1967 SL&SW 0.0{ 0: **** Oi 0; **** i 0 South ;44.01 22: **** ; 9641 14: **** ; 594; , Horz , 050, 01 ,**** , 0, 0, **�:*., 01 ---------- ----------------- ; Othr doors ;a;11A;16.5;13.3; 0; 0; 0; 0; 0 ' ;b;10D112.9;10.4; 10; Oi 0; 0; Oi Oi 0; - -----------------------------;-------___----------i--_-----------------; : Net ;a;14B; 4.0; 2.2; 738; 2978: 16271 213; " 859; 4691. ; Exposed ;b;13C; 2.7; 1.3; 0; 0; 0; 0; 0; 0; Walls and ;c; ; 0.0; 0'.0; 0; 0; 0; 0; 01• 0; ,; Partitions ;d; ; 0.0; 0.0: 0; 0; 0; 0; 0; •. 0 , ;e; ; O.Oi' 0.0; 0; 0; 0; 0; 0; 0; ;fi ; 0.0: 0.0; 01• Oi 0; 0: Oi 0; ;10; Ceilings ;a;16G; 0.9; 1.4; 621; 574; 881; 180; 166: 255 b; ; 0.0; 0.0;, Q; 0; 0; 0; 0; 0 ;C; ; O.Oi 0.0; Oi 0; 0; 0; 0; 0;, ;1 ; Floors ;a;22A;22.7; 0.0; 86;' 1962: o; 27; 6121 0 ;b; ; 0.0; 0.0; 0; 0; 0; 0; 0; 0; ;c; ; 0.0; 0.0; 0; 0; 0; ; 0; Oi Oi. ------------------------------- ;12: Infiltration a ;15.5; 4.7; '-------------------- -------------------- 1261 1959; ------------------ 600; 57: 883; _-' 270 ;13:Subtot ---_m---------------------- Btuh Loss=6+8..+11+12i•**** ; 11579; ----_---__-_-__-____, >k*** ; ****"i 4363; **** ; 114; Duct Btuh Loss ; 10%; 1158;'**** ; 10%; 436; ****.; 11�; Total Btuh'Loss = 13+14 ; **** ; 12737; **** ;'**** ; 4800; i------------------------------- ;10; Int. Gains: i___,___-____-____-_--i_ People @ 300; 2; **** ; 600: 0; **** ; , 0 Appl. © 1200; 0; **** ; 0; 0; **** ; 0 ;17; Subtot RSH Gain=7+8..+12+16; **** ; **** ; 11214;. **** ; **** ; 4106; ;18; Duct Btuh Gain ; 15%; **** ; 1682; 15%; **** 616; ,;19; Total RSH Gain=(17+18)*PLF 1.10; 14177; 1.25; **** ; 5902; 20; CFM Air Required ; **** ; 573: 678; **** ; 2161 282 -- Printout'certified by,ACCA to meet all requirements of Manual Form J -- , BRiSILIA.BLD Job# Zone, ZONE #2 05/07/96 -- -- MANUAL J: 7th Ed. ---, RIGHT-J: V2.15 --- 'S/N 3690-- Page 2 ---- ! I! Name of -Room ! MASTER CLOSET ; MASTER SUITE 2'l Running Ft. Exposed Wall ! 11.0 Ft. ; 48.5 Ft. ; l 3! Room Dimensions, Ft. ; 11.0 x 14.0 Ft. ; 14.0 x 20.t Ft. '-'------------------------------------------------- Ceiings,Ft 1 Condit. Option: 10.0 ;heat/cool ; 10.0 ;heat/cool ; TYPE OF ! !CST! HTM ; Area ! Btuh l--------------------! ! Area ! Btuh ; J--EXPOSURE i !NO.!Htg iClg !Length: Htg i Clg :Length! Htg i Clg* ! - 5, .i ------------------"'"__-_---._.--------_---------- Gross I , , , ,a,14B, 4.0, 2.2, , 110, , **** , ! -------------------- **** , , 485, Exposed , , b , 13C , , 2.7 , 1 .3 , 0: , **** , **** , 0: , **** , , Walls and , ,c, , 0.0,0.0, 0, , **** , **** , 0,, Partitions ,d,, , 0�,.0, 0.0, , 0, **** , **** , 0,, , , ! 1! !f! ! 0.0: 0.01 0: **** ! **** ! 0! **** ! **** ! ------------------------------- ! 6�l Windows '-------------------- la! 1Cl32.3! ** 1 4: 129: '--------------------' **** ! 551 17791 **** 1 &-Glass', ,b, 8C,32.3, , **" 0,, , 0, **** , 0, 0,, **** , , ! ! Doors Htg. icl 9C133.91 ** ! 0: Ol **** ! 10l 356! **** 1 , , : Oi : 1 , , ! ! le! ! 0.01 ** 1 0: 0: **** ! 0! + 0: **** 1 ' - 7 --------------------------- , Windows -- ' , North ,27.0, -------------------- d,, , **** , ' ---- 108,, -----------"--- , 12, , **** , -- ' , 313, ! i & Glass ! NE&NW l60.O: 0:'**** ! 0: 10l **** ! 630: ! l Doors Clg. I E&W 185.01 01 **** 1 0.: 351 **** 1 29751 ! ! ! SE&SW ! 0.01 0! **** ! 01' 0! ****'! 0: !! 1 South :44.01 0:'**** 1 O: 8:.**** l 3701 i HOYZ , 0.0, 0, , **** , 0, 01 , **** , 0, , ! -----------------------------'-------------------- : Othr doors lalllAl16.5l13.3l. 0! O! 0! 0: 0! ----' 01 ! �'! ' ---------- -- - !bl1ODl12.9.110.4! ---------------- ' 0V Ol O! ' 0: 0: 0! Net lal14B! 4.01 2.21 1061 4271 -- --- -------------------- 2341 420! 1691! 9241 ! ! Exposed !bl13C! 2.7! 1.31 0: O: 0: 0! 0: 0: ! ! Walls and !c! ! 0.0: 0.01 0: 0! Ol Ol 0! 0! ! ! Partitions.ld! ! 0.0: 0.0: Ol 0: Ol 0! 0: 0: ! ! !e! ! 0.0: 0.0! 0: O! 0: 0: 0: 0! ! ! if! ! 0.0: 0.0: Q! 0: 0: 0: 0: 0! !-"-----------------------------I----------'--_.-------l-- 116: Ceilings la!16G•1 0.9! 1.4! 1541' 1421 219: 287: 265l ------! 4071 ! '! :bl ! 0.01 0.0! 0: 0! 0: 0: 0: 01 ! ! !c! ' 1 0.0: O.0! 0! 0: 0: 0: 0: O !-------------------------------1-------------------- 1-------------------- 1111 Floors !al22A122.71 0.0! 11! 249: Ol 481 1100: ! 0! ! ! lb! ! 0.01 0..01 Ol 0: Ol 0: 0: Ol l ! ic! l.0.0! 0.0: 0: 0! Ol 0! 0: 0! ------------------------------ !12!-Infiltration '=-------------------'------- a 1.15.51 4.71 4! 62: 19: 66: 1014: 3101 ------=--=-------------------' 113lSubtot Btuh Lo5s=6+8..+ll+l2! --------------- **** 1 1010: '--------------------' **** 1 **** 1 6205! **** ! 1141 Duct Btuh Loss ! lOa! 101l **** l 10%! 6211'**** ! !15!'Total -7 ---------------- Btuh Loss = 13+14 ! **** ! 1112: **** ! **** l -6826: **** ! :16: Int. Gains,: People ® 300; Ol **** ! 0: 2: **** ! 6001 ! 1' ! APP1 . ® 1200 0: **** ! 0 1 0': **** ! 0 ! 117, Subtot RSH Gain=7+8..+12+16! **** !.'**** ! 579! **** ! **** 1 6530! :181 Duct Btuh Gain l 15%! **** ! 87: 15%! **** ! 979: .11�.1 Total RSH Gain=(17+18)*PLF ! 1.15: **** 1 766: 1.00: **** 1 75091 !22l OFMAir Required ! **** : 50! 37: ****.! 3071 3591 -= Printout certified by'ACCA to meet all requirements of Manual Form J -- BRASILI'A.BLD Job# Zone: ZONE #3 05/07/96 MANUAL J: 7th Ed. ---- RIGHT-J: V2.15- - S/N 3690 --- Page 1 - -- Name of Room ; ZONE #.3 : GARAGE ': a': Running Ft. Exposed Wall 85.8 Ft. ; 85.8 Ft. : : 3: Room Dimensions, Ft. ; 24.8 x 30.1 Ft. 4�:.Ceiings,Ft : Condit. Option: 10.0 :' p n: --------------------: 10.0 :heat/cool : :__________________________ TYPE OF : ;CST: HTM : Area :, etuh : Area : Btuh : : EXPOSURE : NO.:Htg :C1g :Length: Htg : Clg ;Length: Htg : Clg � - -_--_---.-..---------------.:...._._.. --------- 1-----------' -'----------------- , 1 Gross , ,a,�14B, 4,01 2,2, I 858, , , **** 1 **** , 858,I ,' I I �, Exposed , , , , , ,b,13C, 2.7, 1.3, 1 0, 1 **** , , **** , 1 0, 1 , ' �, Walls and I I , �c, , 0.0, 0.0, I 0, , **�* , ***:�', 1 01 1 **** , 1 **** , I • , -I „ Partitions , I , , ,d, , 0.0, 0.0, 1 0, 1 **** , ,' **** , , 0, 1 I I 1 , I • , 1 , I I' , ,, ,, , , 1 If: I 1 , '--------------__-_--, 1 1 1 I --:_____________________________,___'___:___________ Windows -:a: 1C:32.3: **`: 46i 1488: -, *** : 461 14881 **** I , , & Glass I bI 8CI 32:31 , 0I 01 1 0, 01 , _ : : Doors Htg. :c: 9C:33.9: ** : 3: 1021 **** ; 3: 102: I I , I 1 , I 0 1. , 1 1 1 I I ' I , , I I , , 1 1 I� , '- � , i 1, 1f, , 0.01 ** , I 0, 1 0, 1 **** , I 01 1 0.1 1 **** , -------------------------_'---I_____ : Windows : North :27.0: 21:''****': 567: 21.: **** : 567 : : & Glass : NE&NW : 0.0: -01 **** ;• 0: 0: **** : '01 : Doors Clg, I E&W :85.01 28: ****' : 2380:, 281 **** : 23801 : : SE&SW : 0.0; 0: **** : 0: 0: **** : 0: 1 '� - I South I , 0.0,r 0,1 I **** 0,, , 0, , , **** , 0, I , I , , Horz , 0.0, 1 0, I **** , , 0, 1 0, , **** , 1 0, ---------------- : I Othr doors .. 1 .. :a:11A:16.5:13.3:- _._ 1541. 2544: ___ I ________________... 20531 1541 25441 _... _. 1 20531 , :b:10D:12g9:10.4: 0: 0': Oi -------------------- 0: 0: - 0: I _-_-.-..--_...__J--... 1 Net ---.....--.....------' :a:14B: 4.01 2.21 ---------------,--__ 6551 2641: : 1443: 6551 26411' 1443, Exposed :'b:13C: 2.71 1.31 0: 0: 0:" 0: 0: 01 : Walls and :c: : 0.0:'0.0: 0: 0: 0: 0: 0: 0: . ,: Partitions :d: : 0.0: 0.0: 0: 0: .01 0: 0: 0: :. : :e: : 0.0: 0.0,: 0: O: 0: 0: 0: O: :f: : 0.0: 0.0: 0: 0: 0: 0: 0; 0: -------------------------------'---- p----------------i ,1Qi: Ceilings :a':16G: 0.9: 1.4: 746: 690:, ,_ 1059: _____________---_--: 7461 6901 1059: 1: :b: : 0.0: 0.0; 0: 0; 0: 0: 0: 0: : ' ": i'C: 1 0.0: 0.0:. 0:' 0: 0: 0: 0: 0: I--, 11�; ---------------- Floors --- ---__..__"-_ - I _ ,a,22A,22,7, 0.0,, --.--.-------------- 86, 19461 I 0, 861 _...__- 19461 --_ 0, :b: : 0.0: 0:0: 0: 0: 0: 0: 0: 0: 1 .._..._..___. _. _.------...... _.... I • --------- :12•: .1-„J' Infiltration --------- --------------------- a 115.51 4.71 ' 203: 3143: 962: ' --- 2031' 3143: 962: -----' .!19,:,Subtot Btuh Loss=6+8..+11+12: **** : 12553: **** : **** : 125531 **** 14:, Duct Btuh Loss : 10%:' 12551 **** : 10%: 1255: **** : I15: I_ Total Btuh Loss = 13+14 ; I **** : 13809: **** •1, **** : 13809: **** : 1161 _ Int. Gains: _... -_.------------------' People @ 300: 2: **** : ---__.-.-...._ 600: 2-: **** I 600: APpl. @ 12001 0: **** : 0: 0: **** : 0.: :171'Subtot RSH Gain=7+8..+12+16: **** : **** •: 9065: **** : **** : 9065: Ili: Duct Btuh Gain : 15%: **** : '1360: 15%: **** : 1360 1�1 Total RSH Gain=(17+18)*PLF ; '1.25: **** : 130311 1.25: **** : 13031: ;.:2 : CFM Air Required ; 'Printout **** : 6211 623: **** ; 621: 6231 -- certified by ACCA to meet all'requirements of Manual Form J -- , i II, MANUAL J:' 7th Ed. RIGHT-J: V2.15 S/N 3690 , RIGHT-J WINDOW DATA Job #JI File name: BRASILIA.BLD 05/07/96 W S, D W G L S S 0 N A S 0 0 W C W S N K j I A L 0 T H V G N H V V H H N H D Y I,' 'R L A W R A H L G C R R G T A A ,W L Z E M D G Z L. 0 X Y T M R R FOYER a njI w a c n n n y j 90 1.0 6.0" 1.0 2.0 85.0 10.0 10.0 c n• I: 1111 w a c n n n y 1 90 1.0 6.0 3.5 5.5 85.0 16.5 4.1 DEN a n w a c n ri n y 1, 90 1.0 1.5 1.0. 7.5 85.0 45.0 1.3 POOL BATH/HALL C, n' e a c n n n y 1 90 1.0 14.5 1.5 6.0 85.0 9.0 9.0 LIVING b n e a c n n n y 1 90 1.0 14.5 1.5 8.0 85.0 80.0 80.0 MORNING RM a n e a c n n n y 1 90 1.0 4.5 1.0 6.0 85.0 30.0 13.2 a n se a c n n n y 1 90 1.0 9.0 1.0 6.0 74..0 30.0 30.0 a n s a c n n n y 1 90 1.0 17.0 1.0 6.0 44.0. 15.0 15.0 c n .' e a ,0 n n n y 1 90 1.0 17.0 2.0 7.0 85.0 10.0 10.0 LEISURE a n i s a c n n n y 1 90 1.0 1.5 1.0 4.0 44.0 12.0 8.7 a n e a c n n n y 1 9.0 1.0 1.5 1.0 4.0 85.0 32.0 1.7 a n l e a c n n n y 1 90 1.0 1.5 0.0 4.0 85.0 22.0 6.7 a• n n a c n n n y 1 90 1 :0 1.5 1.0 6.0- 27.0 12.0 0.0 c n j; -s' a c n n n y 1 90 1.0 29.5 2.0 7.0 44.0 10.0 10.0 I , KITCHEN/HALL BDRM #3 a n! n a c n n n y 1 90 1.0 1.5 2.0 4.0 27.0 20.0 0.0 II BATH #2 a n n- , a c n n' n _y 1 90 1.0 1.5 2.0 4.0 27.0 8.0 0.0 BDRM #2 a 11 n I n a c n n n y 1 90 1.0 1.5 2.0 4.0 27.0 26.0 0.0 1 UTILITY a n i; s a c n n n y' 1 90 1.0 1.5 0.5 6.0 44'.0 18.0 10.2 ---I-Printout certified by'ACCA to meet all requirements of Manual Form J -- DINING • nj. W a o n n n y 1 90 1.0 1.5 0.0 7.0 .85.8 21.0 3.6 o n^ . a a u R O n , y �1 9O 1.O 6'�5 . O�U 7.�C/ 44.0 21.8 21.0 MASTER BATH a � w a o n n n y- 1 90 1.0 1.5 0.0 7.0 85.0 28.0 4.9 a U e o o n n n. y 1 90' 1.0 1.5 0.0 7^0 44`0 21.0 11.7 a n a a o n n n y 1 90 1.8 {. 2.0 4.8 44.0 8.0 3.8 / | / MASTER CLOSET | u n, a a u n n n y 1 90 1.0 1.5 1,0 -2.0 44,0 4.0 4.0 MASTER SUITE a n o a c n n n y 1� gO , 1.0 1.5 1,0 5.0 44.0 20.0 11.6 a n e a u, n n n >/ 1 '90 1^0 1.5 1,5 5.0 85.0* 35^0 O`O o n ne a c n n n y 1 90 1�U 9,8 2.O 7�O 6O.0 10.5 0.0 . GARAGE . a n[ W a c V n n y 1 90 1.0 1.5 3.0 7.0 85.0 . 28.0 0.0 a n1 a a o n n A y 1 90 1.0 1,5 0.5 6.0 44.8 18.0 18.0 o n: n a c n n n y 1 90 1.0 1.5 2.8 2.0 27.0 3.0 0.0 " / � | / | ` / / / � . 1 � � � � � � ` LEGEND: H G - DELTA AN'0.E NA • NOT RADIAL A . ARC LENGTH OE • OVFI°ANG EASERENf CATV • CABLE TV OAA .OFFICIAL RECORD BOOK CR • CATCH BASIN O/S - OFFSET CR.S. . CONC/ETE PLOD( & STUCCO PA - PLAT BOOK Q • CENTERLBE P.C. • PONT OF CURVATK/E LONG • CONOETE P.C.P. • PERAANENT fDNTROL PoDff COV. • COVERED P.DE • PRIVATE ORADAGE EASFP.EN DE - DRAWADE EASD.EIIT P.GE • PRIVATE GAS EASEMENT EI.EV. • ELEVATION PX • PARER KALON NAIL EOP. • EDGE W PAVEIE P.O.B. - POINT OF BEGNHMO E.O.W. - EDGE OF WATER P.O.C. - POINT W COM,ENCDXE FP. .FMISIED BOOR PP. -POWER POLE FM -FOUR PAIN PDUWFNT PFPERDICE MONl FPE -FLOOD RAW FASELENT PROP. -PROPOSED FPl . RORIDA POWER & UORT P.T. - PoDIT 6 TANYE}DY LINE .IAIE MAIMENANLE EASD.ENT P.UE . PRIVATE UTILITY EASEMENT MN-MABOLE R -MRS MON-MON.AEIfT RAD. -RADIAL 1NGVD. • NATIONAL KECOETIC VERTICAL DATIM R/W - HISR-OF-WAY rN o. P•c. P. LOT 3G C VRCgNTJ G '. D PPS n ��Ne. �np0•) J A.5' O \ 1 �P 3 c n�5 0 RR J i 1 'P� V CONCRETE DMJV6WRY) ` A�04 0 14 -A £ s \ R\K T5 A \ L a SURVEYOR'S NOTES: K L THIS SURVEY IS PREPARED FOR BLUE WATER HOMES, INC. AND Is NOT AssIGNPHLE. 2. THE LANDS SHOWN HEREON WERE NOT 49STRACTW FOR EASEF£FITS MD/OR RIU➢S-OF-WAY OF me m. 3. VISIBLE ENWOAOM ARE AS SHOW 4. DESWPTION FUODSED BY QIENT. 5. N OTIM THERE MAY BE ADDITIONAL RES➢BCTIONS THAT ARE NOT WCORDED ON THIS SUVEY THAT MAY BE FOUR IN THE PDLIC RECORDS OF THIS COMM 6. THIS SKETCH IS THE PROPERTY OF LAWSCX NOBLE & ASSOCIATES, DIG AFD SHALL NOT BE REPROOICED W WHOLE OR PINT WITHOUT THE PER.BSSION OF LAWSOH, NOBLE & ASSOCIATES, INC, IN T. 4gHWI11QEW ARE BASEDWTHE F4OATO LIEOF LoT 37 WHICH BEADS 1•1.7G-44105"E . AND ALL BFANWGS AIE RELATIVE TKJETO. B. BOUDARY DD.ETSIO S SHOWN APE PER PLAT AND FIELD MEASAEA4IT ULESS OTHERWISE NOTED. 9. ELEVATIONS SOWN HEREON ARE BASED ON NGVA AD USTWNT OF 1929. 10. LANDS SAWN HEREON LE WITHIN 2OE K ACCMM TO THE FLOOD INBLRANLE RATE MAP PANEL W. 120285-027W. DATED AMAiT 19. 1991. 11. DATE OF FIELD SURVEY: 3.I9••Ic (FDO.IAH rJRfLj' - UCH VBy) CERTIFICATION: I HEREBY CERTIFY THAT THE SIRIVEY SOWN HEREON WAS PREPARED IRDER W DIRECTION FOR THE SAX -SANRARY SRT. . SOUTHERN BELL TELEPHONE SF. - SQUARE FEET T.OD. • TOP OF BANK TV. • TYPICAL UL • UTLLITY EASEMENT O - SET IRON ROD WITH CAP HO. LB M32 • • FCllD WON R00 ■ . FOUR CONTROL - UB N H DISK NO. LD 3952 BAR. WITH ♦ A FOMDSET I,iAIL -WATE p - WATER SERVICES SUWI E DG • WATER VALVE • SANITARY SERVILE 'pp FEUD PERNLFM AFPERENCf H.ANA£Ni \ • EXIST* ELEVATION IN FEET . 0.00 > • PROPOSED REVATIOHS M FEET -+� • DRAINAGE ROW DOICATOR OME • OVEMWO MAMIENMICE EASENFNT !.lo7C: C-I .j ,Qa/200.OD' cL=37O.Bo' N m F//ZOPO$EO �\ COA/E S;"r Y /QE510EAJCE O m \4 .rO�F1� Act ) �( AR Diu p' q LOT 36 , (VRCr-- JT) MODEL: /5/3q Z/L/q DESCRIPTION: ➢CINGALLOFI.OT 3% , ACCORDING TO ME PLAT OF PINCIIURST, POD"25- AT"1'IIC RCSCRVC AS RECORDED INPLKI' ROOK 34, PAGES 34. 34AMIROUCII 34C, PUBLIC RECORDS OF ST. LUCK COUNTY, FLORIDA. BOUNDARY SURVEY CLIENT: BLUE WATER HOMES, INC. Lawson, Noble & Associates, Inc. ENGINEERS PLANNERS SURVEYORS 590 N.W. PEACOCK BOULEVARD SUITE PORT ST. Ll1CIE, FL 34986 k • f4071878-1700 9 REVISION FB/PG DATE BY CK'D DATE: 3•IB•' HOutim'Rmv suevav :-._ KA2L BY: J.S.Q.