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116 Pamala Ct 94-2399, 95-112, 95-405, 95-2454, 95-83 New SFHl l toTb ma Io" C;(- ZONE DATE `-'I A CONTRACTOR l Lha r k. IU e rz- S ADDRESS L-Ad 1- &j C, IBC. LT 7 PHONE # 3q'+'4 LOCATION YVj CA- ICA- T OWNER QC.IJVI ADDRESS PHONE # PLUMBING CONTRACTOR elf 3 €ss + - k&4 PHONE # 45- f ELECTRICAL CONTRACTOR ADDRESS PHONE # e gosMECHANICAL CONTRACTOR Ph 11.. ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT' # q4--DL3qci cl— JOB_i`S 510 a6 COST $ a j dD FEE $ STATE NO, OD CIy !SI FEE: $(07y r Uo FEE FEE LOT NO. BLOCK: SECTION: SQUARE j v FEET: / a6 MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ - ENERGY SECT EPI: i CERTIFICATE OF C UPANCY ISSUED # < DATE. _ FINAL DATE _ y Thin ` is t0 certiIfy hat the buildi: IS PAMAJA n which permit has heret has been completed according to plans a office of the Building aI prior tc permit, to wit as building, plumbing, elec rival, zoning ordinances of the City of Sanford and regulations. AMMAL Subdivision,, Regulatior BUILDING:7 FIRE: Fi.na.led Ins p _, ' ' f '.. ec ZONING: Inspected UTILITIES. Water Sewer Lines In Lines Muter Serer Set i'r >+.. Tap Reclaimed Water d " ENGINEERING Street l at for 3r n issued on 01.495 specifications filed in the me issuance of said building complies with all the nd subdivision regulations tth the provisions of thecae 9pplr: Yee- 'No . DATE APPROVAL 77 0 Bond ..... PUBLICWORKS: Street Name Street Signs Storm Lights Sewer . Driveway Street Work M"" `' AID DA= AM2 2 a 0WATER9ELTERIIPACTFEES 01-A PLCTN PEE -BUILDING 9/30/94 10.00 01-FIRE IMPACT - RESIDENT 9/30/94 59.27 01-LIBRARY IMPACT FEE" 9/30/94 54.00 01- OPEN SPACE 9/30/94 279.61 01-POLICE IMPACT - RESID 9/30/94 91.93 01-RADON GAS TAX. FEE 9/30/94 6.34 C 1-R(JAI IMPACT FEES4"01-RECOVERY 9/30/94 847.00 FD/CERT . PGM . 9/30/94 8.34 PAGE: This is to certify that the building located at AMAIA CT for which permit has heretofore been issued on f has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as _ complies with, all the building, plumbing, electrical, zoning and subdivision regulations ordinances of they City of Sanford and with the, provisions of these regulations. 01-HOOL IMPACT FEE 9/30/ 4 1384.00 ItIj i OMER 717i5IL NG OFFICIAL DATE Date Started: C.a _— CITY OF SANFORD, FLORIDA Request for Final Inspection for Certificate of Occupancy ADDRESS: The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After Your inspection, please come to the Building +, -Z!gn-off on the Certificate of Occupancy, or submit a certificate of denied. Your prompt attention will be appreciated. Thank you. Distribution: Engineering Fire Public Works Utilities Zoning Il 30 (to (, C re c4-- aaa l Date Started: '- 6 — S CITY OF SANFORD, FLORIDA Request for Final Inspection for Certificate of Occupancy ADDRESS: The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Distribution: Engineering IA Fire Public Works Utilities Zoning Pe c-o svLj rc lSCv W-, efe CocrS"vG ( cGf a5 regUi Gm' Date Started: o - - CITY OF SANFORD, FLORIDA Request for Final Inspection for Certificate of Occupancy ADDRESS: The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Distribution: Engineering Fire Public Works Utilities Zoning From: Joseph Demidovich, P.R. Date: Re: Proposed Design Criteria for Job: STEEL SYJYEMS QUF-F-U._aLtj SEMlL"0A- E Co, A Deaigu Criteria 1) DEAD LOAD Per ,Job Specs. - X__•0_PSF TOP CHORD Root Tile - Shingles - Xetal Rooting - Felt - Plywood - Xotal Hate - BOTTOX CHORD PSF _Insulation - Gypsum Board - Suspended Calling Metal Hats - H. V. A. C. - TOTAL -.p PSF 3, p PSF Z. TOTAL - , 0 PSF RQU I P)MIT At building A Truss: Equip DL= At building.,,,., Trusses: Equip DL= At building., Truss„,: Equip DL=_ Plus, "Truss Selfweight" 2) LIVE LOAD Z0.0 PSF To/ C400.0 Per Job Space. - 10.0 PSF - 6or Cw• t 0 ) VC a /S P 1,0 TA C 4 0 tl 3) WIND LOAD , Per Code: SAC I. 19 A), VELOCITY PRESSURES Wind Speed 160 MPH I(a1n Force Resisting System 1A Component and Cladding % , 71L 1 Wind SBCI (Cant.) Height =10 60, Table 1205.3A Standard Exposure Coastal Exposure Height G 80' t/ Table 1205.2A 0 - IS Basic Velocity Pressure Z'/ PSF Ir - LO Basic Velocity Pressure ,Z PSF B) PRESSURE COBFFICIBTTS 6' lZ a = ZG,S7a Category Applicable Table/Figure a)XVFRS: h w d0' Tables 1205.2E and 1205.2C _ Q Conponents and Clad- Figures 1205.2C, 1205.21) , r ( or 1205.2E ) ding. h gC- 40' CjXVFRS: h ZP40' : a GNi Table 1205.3E d Components and Clad- Table 1205.3C ding: h ."M- Q 0' : a gG10° Q XWFRS a Coup. and See ASCII 7-88 (formerly, ANSI 58. 1) Cladding: h a 60' at1.10• 4) VtSD LOAD Per Code: ASCII 7-88 (formerly, AEBI 5 > ign Vind Velocity = MPH Cat cry _ Impo' nee Factor, I - zi = Exposure XZ : A) Velocity Prose qZ = 0. 00256 X-L ( I B) Pressure Coe!! GC PP; - t . Category,/ elj XVFR$: A heights b)Ccmpon s and Clad - din C 60' G)Go onents and Clad- na: h -- ma d0' PSF Applicable ure for OCP Figure 2: page lb Figure 3: page 17 Figure 4: page 19 P1 2 P = qz( GC - GCP; ) 5) ROOF MIND LOAD DIAGRAM Location Pressure Coefficient 8 Z. D, $ o. s Design Pressure k L3 q/. 4- X23_s 27, x Z'J I P9 3 30 J Y N WIT toW Qb0 tpf rt coo 0 C4 r. 30 LoAOtNGs . 99- —, 5 QL LL DL J'r,...1. For cE Y LL OL LL MEN I 1`f Goa lnlX WY —,O/Z 7.04 0 Is- ZZ ", 0/Z. " .0 Z o i...rW..-.+...w- ... M'M z 7 r3 I + .093 oS5 To.vss MEM ry-K Pieop xTt E 5 I LOCAnoN 1 Tdtv Cr4vi=p 11 Oor CHoo-12 GRaur OVo. 1 Z Z l Mph, Nos r- /s--zZ L x ' 7 . s' VA l r L y /, 0 / 1 0 VA 9 r FiLLEM.' MEMBER PLOT I 8 f *- _ 13 1 2 . ' ••... 1? 18 ••.._ _19 28 21 22 -_1 15 1 4 O. 6 r 11 k :it Ac * 0( X :ic Oc * Ik * 4( tL 41 t,' 41 i'laxIIIII.Ifil ii,it.'rzacticn -t(itiaticin Value.:is ri e t- t L b BEoh 4, C, "? tj J 1 Q P a a 0005,12 131) - 11 0. 682 000 > Pa = 4.480 Mx 0. 385 1, .330 > Pa = 0-970 IM ca x i ITI 1"I ITI i pa V a I Ij C. 15 4 1-00o) i:: Or TOP CHORD Use - AC20 (ksi 33) r" Ic-ini:)e(-:,> -, 1 -1, '1 tc / K +, * * 4( * * * * * * * * * * * * * * ** * * * * * * * * * * * I( 'if 4c Ac interaction Equation Value- F I- X 7 L y 000 L b 1, e1c 21: J 0 ( 10() 21 Q-000 1 5 "'d > Na 0. i4f) I Y.? + Q IJ Q 000 P a 00Ok351.) x.* maximum ;Pa Value; 40 k * ;K ;K :K :1c K .M K .'k :k K K :K .k ;K ::K K K 3K 1c c .ok aK :'K * ::k :k * =K K * Yc :K :k V :k K k :* .K :K Ic 'K K .K :K K 'K :K :'K .:K .k * 8t ?K Ic : k 'K K :•K 'K :K 'K 'k k Maximum Interaction Equation Values WEBS Members: 23....29 Lx, Ly, and Lb Values Vary for WE:I::3 or, r o 1 Piahjrz BEAM 2C20 •3T '/ 17 0. 255+ 0 . 201+ 0.000 = 0 e4.55 < 26 = > 0 . 141+ U . 2 6 8 + 41.4kF 7 r? BEAM 4C;2Q 6 > 0.242+ 0.108+ 0.000 = 0.350 < 26 =: 0.1.21+ 0.144+ 0.000 0.265 < x* mz.,iximum ;rya Value; * 1. 100 ( 1_ 000 ) 0.430 ( 1.330) Fat-, WEBS Use : 2C20 (ksi 33 ) Members: 23....29 Zy.7 1 . 000 Pa = 1.100 Mx 0 _060 1.330 Pa .. 0.420 Mx 0.080 Fo+t Q t Or f'iA F oNsTtucrta j.000 Pa = 1.100 Mx i) 1.330 Pa = 0.420 Mx K 1 . UU*Case C*1 ] + 1. 00*Case 1.#2 1 U. 00*Case [#3] Member IE Node 1 IE Node 2 BEAM 2C20 ** 3 0.254 0. 452 iw : Lx= 3.540 Ly= 3.540 Lb-- 3 4 U.219 0.249 T: Lb= Z . 5 0.226 0.229 C : Lx = 7.070 Ly= 3.535 Lb7: 26.._• 4.56 0.320 T: Lb- 7 i), 194 U.232 V: Lx= 7.070 Ly= 3.535 Lb 28 0.114 0.146 T : L.b= IR 0.074 0-206 G: Lx= 3.540 Ly= 3.540 Lb= k k* 1_ 00*Case C 4l I + 0. 00*Case 1. 42 1 .00*Case C *31 Z4 26 8' u Member 2:3 4 5 26 27 29 I E 'bode 1 0.167 0.18 0.350 0. 16'? 0.108 0.070 I Node 1 0.059 0.038 0.115 0.265 0.119 0.074 0.099 1..0o*Care C ] t I E Node 0.'280 0 . 1. 8 ' 0.185 0.275 0.188 0.125 0.141 0.00*Case (92,1 IE Node 2 0.075 0.059 0.095 0.178 0.101 0.076 0.081 0 . Cl 0 * Cas, e C 4 3 BEAM 4C20 C : Lx, = 3.540 Ly- 3- r-40 Lb= T . Lb= C: Lx= 7.070 Ly= 3 . 15,55 L.b- 3 .....:.. T: Lb= 3_ 7 -1),) C: LLx` 7.070 Ly- 3.5,35 L.b-: J. T: Lb` C: Lx= 3.540 Ly= 3.540 Lb= 1.00*CaseE*31 K* BEAM 4C20 T : Lb= 3. 54t.. C: L.X= 5.590 Ly= 2.795 Lb= 2.7'?5 T: Lb= 3.53`.. C: Lx= 7.500 Ly= 3.750 Lb= 3.750 T : Lb= 3 . `i3 `.. C: Lx= 5.590 Ly= 2.795 Lb= 2.7)'"-- T : Lb= 3 . 541 ) 1. Q(.)*CASE E#1 1 +1 .00*CASE E#21 +0 _ 00*CASE [-- #3 NODAL REACTIONS ///// w___-____________..____.. ....._ + FORCE ------------ ."___..> : <__RESTRAINT -CODE_--, : <.._ TYPE. -- > , NODE" ; PX<ki.ps> PY<kips> MZ<kip--ft> ; X-DIS Y-DIS ROT ; t__...-------------------------- .__._._._.____.+____-.._-_______w____+.__._... _.._.._.. + 21 0.000 1.377 0.000 X X - ; F1I (IL: 1.4 ; 0.000 1.377 -0.000 ; - X - ; R()l..l_L.R w__..___.____ + .. _. + 1 _ 00*CASE Egll +0. 00*CASE E#2.1 •t-1 . 00*CASE E*31 NODAL REACTIONS FORCE--____-.._.__._..-__..___> RESTRAINT-CODE_-> ; NOIDE PX,:kips; PY<kips> MZ hir).-tt> X--DIS Y-DIS ROT ; 0.000 0 . 65'? i) . r)UO ; X X 1. 0. 000 0. 652 0 _00(:) X NENSU PLOT l SC- r. 306 DfS rb u u• 10• 1[%) 5 3 _ 8 9 12 L 13 a - • ti1 2 1 15 A T MAUI 2T iCAL t rQussL- s r 3 r& G I a 6r. 306 J r0' 13r Lf1A1.4_ 1, 6rq lZ ANn Wea., Dir FEK 1. OKS7E< 7-a C°,ii1r Sion/ R,Eccl vF T 07 C Trusses 4s 59#w,v, MEMBER PLOT Lh : IZ 0/o suc Y+°') 1 " r Yr7a Lo 4 3 n=3 3s$Cza 6 Zn - 12 itp Sciercws f -,. 7Y t C. Z.o - Y- r rr Yr Sinl0SON 16 N,L vp«i 7 a xy- 1 K 4( * ", * * is 4( * If 4( k * t, * k interactiot! Eouati,cm-i 'v','AL'.JE!s I'Op CA-IC"IRD M e rn b e rs 0.18!1 Pa = I - 850 Mx 57 1. < L ."S,30 > Pa = Q. 940 Mx 0. 2(")9+ 0561+ 1: i3EAM : 3C 1.8 0-342+ 0.2'89+ 0.000 0-632 'L. 000 => Pa = 1.850 Mx o. '80 3 O—L57+ 0.27.1-+ 0-000 0.428 1. 330 => Pa = 0_940 Mx r* maximum ;Pa Vall_ie: 1.950 1.00o) 0.950 1.330) Fc')r [OP CHORD Use : 3C20 (ksi 33) Members: 11-8 I( ): * f< * * IK 1* 1( * * * * ** ** * *** * **,* *.** * * * * * * * * * * * . ' K * * t-jaxjmufyi Interaction Equation Value,,-,,- L B c k) 3 7 0 -+ 0 ".'A IJ 0 000 pa 1.660 1(8+ 0-115+ 0 000 fj 50 Pa 0-660 r E, A M 1 .13 0 2 77A 0 0 - 001 e"I Ai 000 Pa 6 + 5 0 1 3'70 Pa 0 - 6 6 0 1. to,") 1 . IOU IL 0. nw) 1 . 730 Members: 9-0,1 r< :k :K k •k :k :K :K ;K :k :k * 1c K :K k K c 1c :k * :k * * 'K Ac * % * * 'k :K * 1c ' K =k :K K * :k :K :k :K :K :k k . Ic :k :K k =K .* =K K K 'k ':K =k :k ti :K * :K ,Vc K Maximum Interaction Equation Values WEBS Members,: 1: ._ 18 L.x, Ly, and ,Lb values vary for WEB GEAM . 2C20 16 => 0.144+ 0.000+ 0.000 J 0, 144 < 1 .00o => Pa = 0.620 16 => 0.106+ 0.000+ 0.000 = 0.1.06 < 1.330 => Pa = 0.350 BEAM : 3C20 1.6 => 0.138+ 0.000+ 0.000 = 0.138 < 1.000 => Pa = 0.620 1.6 => 0.095+ 0.000+ 0.000 = 0.095 < 1.330 => Pa = 0.350 Maximum ;Pa Value; ** 0.620 ( 1.000) 0.420 ( 1.330) For WEBS Use . 2C20 (ksi 33 ) Members: 15-18 Mx U . 000 Mx 0 _ 000 Mx = 0.000 Mx = 0. 000 k ** 0.44*Case Cv11 + 0.50*Case Cii2 1 0 .00*Case CO3 ] Member 1E Node 1 1E Node 2 BEAM 2C20 ** 15 0.119 0.121 C: Lx= 3.11O Ly= 3.110 Lbw 3.1.P) 16, 0.144 0.144 7 : L.b= 3 _ 1 0 , 17 0.144 0.144 F : Lb= 5 .:i.w :- 18 0.119 0.119 C : l_x = 3.110 Ly= 3. 110 L.b= Y, _ i n K** O 44"*Ca e G #1 1 + r_) .. 00*Case l 42 1 0 . 50*Case &3 1 Member IC Node 1 IE Node 2 BEAM 2C20 ** l.5 0.097 0.097 f: Lb... 0.106 0.106 C: Lx= 6.220 Ly= 3.110 L.b= 170. 106 0.106 C: Lx= 6.210 Ly= 3.105 Lb a s. t31 I"{r Ifl t',1,:;J'iE_', 1. PIC"..C :.. k* 7i:;It:t(1 l.: .:Ij k ` 1. 3 1. i. i:) L y ; 11) I k; _:. l - l) 1.)'k r3'>C? 4.5 1 i1 ii111: r IL Node 1. E Node 2 8F:':AM 3 `2: 0 0.095 i;).095 C: L x = 6..2",20 L_y= 3. 1, 1.(;) Lt., i,)„()9a 5 1.09', C: Lx:= 1,0 I_y- 3. Li)r:., Lk?= l..y f)9ell 0.094 T = L b7- 1 ,, ri:i . i4 *CASE f91..1 +i) . 50 *CASE. f 42 1 +0 . 00'*CAS: E I, 4.3 1 NODAL REACTIONS ///// RESTRAINT - CODE----> FORCE__.__....__.._,_-...._._..,._.•.,..._ , NODE PX<kips> PY<kips> MZ . kip•-f t> X-DIS Y--DIS ROT 0. 000 1.229 ._.0 . 000 X X 0 . 0()0 1.229 0.000 X _ POL": , 0. 44*CASE [ #1. 1 +0.00'*CASE C#2 ] +0 . s0*CASE C#31 NODAL REACTIONS FORCE______._ _..... ._.......,....._..> <- RESTRAINT -CODE -w--> NC' s0E PX<kips> PY<kips> MZ<i,ip.._ft> X._DiS Y-DIS ROT 0. 000 0.614 0. 000 X X 0. 000 0.614 0 . 000 X - ; F- C:i' r, 14 tT. 1 t1 :,II Rt 10(A 'f-0: jt',;iin 2 Intr'e?(I iW+".]if, 'JtI('I ;j+"w>Il.11' i`/ ,ruv s % y' F,a,• c L, WaL.. t. r?c)itr'e,::) 8v : t<;K_K:k:K:jc;K K k K'.K*:K k;K'K:K:K*****:*:K**.**:K****:K'K:K*:K*:*-** K'K** K K**'K K H,,iximurn It-Iteracwtion Equation Values rl)o Member t..x S150 , Ly 1 - 000 , Lb - 1. _ 00 BEAM 4C'20 2 0.411+ 0.000+ 0.000 = 0.411 1 0. 136+ 0.704+ 0.000 - 0.840 < 1 0.080+ 0.704+ 0.000 - 0.784 < 1 0.143+ 0.704+ 0.000 - 0.847 < BEAM 4C 18 0.297+ 0.000+ 0.000 •- 0.297 < 1 0.098+ 0.52.7+ 0.000 = 0.626 :. i 0.058+ 0.527+ 0.000 - 0.585 < 1 0.108+ 0.527+ 0.000 w 0.635 < K1c Maximum Pa Value; ** 1.390 1.000) 0.470 1.330) 0.280 1.330) 0. 650 1.330) 1. 000 Pa = 1.390 Mx 1. 330 Pa - 0.460 Mx - 0.400 1. 330 Pa 0.270 Mx - 0_400 1. 330 Pa = 0. 650 Mx X) 1. 000 Pa - 1.390 Mx .. 0.000 1. 330 Pa w 0.460 Mk: 1l)Q 1. 330 Pa = 0.270 Mx 1.. 33(.) Pa = 0.650 Mx K *****:**:****;*. K****c**Ic*****c******ic e***=K**:**K****************.*** K* ** * K Maximum Interaction Equation Value.=• 3> ruo Members: L.. x 7= ?.u30, LY 1.000 Lb BEAM 3020 416 i- 0.000+ 0.000 (1 r:}1.::. 1 - 000 -> Pa - 1.390 M 81)- f Iwi .. { l 1. I).411 i. •,'. 00 041- 0 .. 840 _. 1 . 3,.O F:,a 460 t' i.r.. ) .. '{ r.)C) 0 .000 U . 784 1 . ... ,l-) i.),3 1 _ ._' 70 I'l)ti a 0 1,43+ 0.704+ 0.000 0,847 < 1 . 330 Fit„ 0 651.) Nr: _ •) 00 v * maximum Pa Value! *'+ 1. ) l 1.00()) 0. 280 ( 1. 330 i For STUD Use : 3C20 (kyi 33 ) 1.00*CANE FW11 +1 .00*CASE C#2 l +0.00*0A'SE C#3 ] +0.00*CASE C041 NODAL REACTIONS FORCE --------- RESTRAINT-(,'ODE--_.; NODE. RX hips> PY<Kips> MZ:.k.ip._fr,> X-DIS Y--DIS ROT w_-..._ w_____-__.___..+ X 10.000 0.000 u.000 I 3' 0.000 1.388 0.000 ; x x - ; H L r_!_ 1.. 00*CASE C41 ] +0.00*CASE [02 ] +0 . (:)0 4, C.P,SE C # 3 J +1. 00*CASE C#41 NODAL. REACTIONS ///// I RESTRAINT- CODE-- 0C) E Rx-k 1ph ; pY<: kips> rf •'_, kip -, f t-> ; X...DIS Y~-DIS ROT f. .- v . 1 / 3 0.000 I..J I...I 0x -•,, I t ______._._._...__..._ _.... -. f i _ 01:)* r.:ASE C rz NOU04L REAC r IONS % /// 0 FORCE--------------- Y r.1 k p ' Dl -DES AO7ip/ p ' - / . - . . A - - |HOLLM | 0 ' 17 , Z78 0 0')0 ' K - |H[N6E | L'u0*CASE[#l] +0-00*CPSEA21 +1'00*CA3E[931 +l'00*CASE[W4] NODAL REACTIONS FORCE----------------/|--RESTR INT-ODE--|-TvPE->| NODE | PXxhips/ PYUlps> MZ Klp-ft/ | X-Ol3 Y-UlS ROT l | 0.1/3 0,000 O'uOU | x - - R0LLEW | 0'l7 0' O'000 | x X - HlNUa | LflLe?'i action Equation Program . VI. opyr i ght (c) W92 Intrepid ComPutlnq 11:j ut ion-- Mon May 16 12: 1 : 50 1994 jot) E ,W) , Prepared By. hec:. ked 13y Maximum Interaction Equation Values STUD 16.5" Members: 1-2 Lx = 16.500. Ly 1.0= Lb _ 1.000 BEAM : 3C18 1 => 0.000+ 1.895+ 0.000 1.895 < 1.330 => Pa 0.000 Mx = 1.'60 BEAM : 3C16 1 => 0.000+ 0.935+ 0.000 = 0.935 < 1.330 => Pa = 0.000 Mx = 1.260 Maximum ;Pa Value; ** 0.000 ( 1.330) For STUD 16.5' Use : 3C16 (ksi 50) Members: 1-2 1.0.00*CASEC#17 +0.00*CASEC#21 +0.00*CASECOS] +1.00*CASEC#41 NODAL REACTIOMS ///// +---..,___...___.._.. FORCE______. _______._->*___<--RESTRAINT-CODE-- T`rPE . : NODE ; PX<kips> PY<kips> MZ<KiP-ft> ; X-DIS Y--DIS ROT 1, - 0.305 0.000 0.000 X - - YOLi._E::R 0. 305 0.000 0.000 X X -- !HINGE w Ai CA4 JA 3,4s (z) 0X ZO'7 D00 s q ct Lc 133 03 o 3 si o s D.CS't 7.0 ILM w Z•07(z) T I Y ? ( ` if... i. 2. CZ,r 3s) LUPcj— 63 Ap 75" 1'3 PST A q. zt.1vm, OS E : "(6 as (3 STitvc.r 40AA L (aAEA oE W, rq c tf w f rEt i NT $r a lw 6 ` 1 •'(i 0 C. COS 1) .f is l M r rE I V,«..,_ %! v Fes«36 6'S/3 W r Sc 47 rEaCwJ F /w tEK/OAZ S/A4l.Vqs Fo C. fr f,+A c1.w of ' nt.• C ) Z o Pale ? AcctwK .r /yf V4 A r AA 0 G Ira c. c._ A trEx MAX or A rA A. M A x 5AX _ m4x DIST Fics E.- a s 7 CITY OF SANFORD. FLORIDA PERMIT NO DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL ;THE FOL. LOWING ELECTRICAL WORK: OWNS ADORE; ELEC. Subject to rules and regulations of the city and national electric codes. Numbor AMOUNT Alteration Addition Repair Chagge -F Service Rgaidpptial mm r ial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AmR Service 201 Amp and above T New Commercial Amp Service Aplicatctn, Fee TOTAL ) By signing this application i rm stating 1 will be in compliance unth the NEC including Article 110, Section 9 and T 10 1Q. Building Official s 61+retri an STATE COMPETENCY NO. CITY OF SANFORD, FLORIDA DATE JED HEREBYAPPLIES FOR A PERMIT TO INS ALL THE FOL- MECHANICAL EQUIPMENT. ao- S!21a1-r 4 AW-We'*-S B 4 STIZZ 1 . 001 it - • . Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK 9 G TF Numbar AMOUNT FUEL MOTOR KP. B. T.0 ` INPUT ...,.._OUTPUT VALUATION qa NOTE. MINIMUM PERMIT FEE $110 " AL w Mastar Mae aniaal COMPETENCY CARD NO 1"1 . 10/19/9 UILDING PERMITS 1 99 N . PAS. AVENUE INSPECTIONS SANFORD, FL 32771 ---------------- 24 HOUR. NOTICE REQUIRED FOR:: ALL INSPECTIONS APP TYPE: ELECTRIC PERMIT APPLICATION PARCEL : ,.1.9. 12- 000-0090 LOCATI N : 118 PAMALA Cam' OWNER: FEINBERG DAVID ADDRESS- 9 TEMPLE DR WINTER PAS FL 32789 PHONE: O TRA+ 'OR: RED NEWTON ELECTRIC INC. ADDRESS: 10626 F . COLONIAL DR. ORLANDO FL 32817 PHONE CERTIFICATION PEES CHARGED DATE FEES PAID PERMIT 95-000001.12 000 000 NREL TYPE: ELECTRICALAL PERMIT ` ISSUED DATE: 10/19; 94 VOID BATE: /18/9 ELECTRTCALPERMIT Pam° FEE 35.00/ 1,9 94 35.00 cAPI' FEES: 01-.APPLCTN ER-F TEI . w. 10.00 10 19/94t -10. 0 TOTAL FEES: $45.00 $45.00 RECEIPT APPROVED 9Y: 9I 1 AT R : FAILURE TO COMP, Y WITH MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL PEES MUST PAID PRIOR T C.O. BRING ISSUED. CITY OR SANFORD, FLORIDA PERMIT NO- DATE—JD-4-9 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAME HAWAAEK I w1?S ADDRESS OF JOB - On UOT C 1 PLUMBING CONTR. JJ & Res. _ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: Number 1 Amount ; Alteration, Addition, Repair New Residential: _1 One Water Closet Additional Water Closet I ICommercial: Fixtures. Floor Drain, Trap Sewer r I Water Piping Gas Piping Factory -built housing Mobile ome Application Fee' Minimum Commercial Permit: z5. Total- D 1 _ 7 00 CITY OF SANFORD, FLORIDA PERMIT NO 1 pDATE d / 4,q4— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: ff OWNER' S NAMET ADDRESS OF JOB me.., elvioze PLUMBING CONTR. ' _ Res. Comm — Subject Subject to rules and regulations of Sanford plumbing code. Residential: ( Number Amount Alteration, Addition, Repair New Residential: One Water Closet_ Additional Water Closet Commercial: al Fixtures. Floor Drain, Trap Sewer Water Piping Gas i in 1 acts' - built housing Mobile Home Application Fee w Minimum Commercial Permit: $25.00 ToUI- COMPETENCY CARD NO._ C I T Y 0 IF S It 11 IF 0 IR D 10/04/94 BUILDINC PE&MITS PACE: 1 300 N. PARK AVENUE INSPECTIONS SANFORD, El, 32771 24 HOUR NOTICE REQUIRED FOR AIL INSPECTIONS PHONE (407) 330 5650 ArP TYPE: PLUMBINC PERMIT APPLICATION PARCEL 33.10.30.512 0000 0000 - LOCATION: 116 rAMALA CT OWNER: FEINBERC DAVID ADDRESS: 1032 TEMPLE DR WINTER PARK aoFL32TY PE[ONE: CONTRACTOR: WINE REY PLUMBINC ADDRESS: WINFPZY, JOHN 2111 SR 472 08 DELAND FL 32724 PHONE: 004 775 3090 CERTIFICATION 9: FEES CHARCED DATE FEES PAID PERMIT 0: 04 00002454 000 000 rLNR TYPE: PLUMBlic PERMIT NEW RESIDENC. ISSUED DATE: 10/04/04 VOID DATE: 4/03/05 PLUM13INC PERMIT NEW RESIDENC. PMT FE 57.00 10/04/04 57.00 APP FEES: 01 APPLCTN FEE: PLUMBINC 10.00 10/04/04 io.00 TOTAL FEES: $moo RECEIPT APPROVED BY.- 019 SICNATURE: FAILdRE TO COMPLY WITS f7C"S LIEN LAW CAN RES1,31 L T TWICE FOR BUILDINC IMPROVEMENTS. NOTE: ALL FEES MUST BE IIAID PRIOR TO C.O. BEINC !SSUI e7. 00 PAYINC WIN HALLMARK BUILDERS '- r a Width 3D.O. 1268 Depth 60 0OuemPalmLiving1315Qerays315 edrooml2 Bath/2 car/Front orch Porch es p /Rear porch Entry as TOTAL 1760 n f 7. vaumenpsnotee 6 a• flat ceilings Porch s.g.d. iui llllii I1 11 III NN. I I/I e 1 i i!. _ IM l . rr NEONI ONE 1 NEONown auiu s1l luiiuul NOON,®liilwm-- I NONE mom I Vol. SRI GaragerlYM1 w w I, Vol. Porch QrL O COPYRIGHT 1994, HALLMARK BUILDERS, INC. I ILLUSTRATIONSARECONCEPTUALANDDIMENSIONSAPPROXIMATEWOW CGC fom75 P1248M ICI Porch s.g.d. 1 ICI 1® 11. I n1 fin 1 II III ; 1 loll (" r11.1 i INI IrIN _ INounL• . NEONI MENNI NEONI WI Y1V lWIIW1 ,1®IB 1 1 NONE ,I r O O I EN EN ( 1NE1 VT 8 Vol. Garage It®C^ . 11 Cr Porch 68034 O CITY OF SANF; R 0/30/94 BUILDINC PERMITS I 0 N. PARK AVENUE INSPECTIONS ANFORD, FL 12771 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (07) 330 SeSO APP TYPE NEW SINCLE FAMILY HOME DETACHED PARCEL 9 a 3.1 . 0 12 0000 0000 LOCATI 3N : 116 PAM.LA. CT ADDRESS: 1032 TEMPLE D WINTER PARK FL 32789 PHONE: CONTRACTOR: SAL P!IE CERTIFICATION # FL'F - CHARCED DATE FEES PA I P PERMIT # . 04 00002300 000 000 BLC TYPE: BUILDINC PERMIT NEW/ALTER ISSUED DATE: 0/30/04 'VOIDATE: /SO/0 BUILD INC PERMIT NEW/ALTER PMT FEE 371,00 /30/ 4 371.00 Apr FEES: 01 APPLCTN FEE BUILDINC 10.00 0/30 4 1000 I FIRE IMPACT RESIDENT 50,27 /30 4 59.27 01 LIPIRARY IMPACT FEE 54.00 /30/ i4 54.00 1 OPEN SPACE 270.61 19/30/04 270.61 101 POLICE IMPACT TIP 01.93 0/30/04 01.93 1 RADON CAS TAX FEE 6.34 9/30 ' 4 6.34 1 RECOVERY PD/C `PT . CM . ; t 04 6.34 01 SCHOOL IMPACT PER 1384.00 9/30 04 1384.00 TOTAL FEES $3,100.40 $3,100.40 k APPROVEDBY: L SICNATURE: FAILURE` T OMPE WIT ::NIC" N I al CAN RESULT T—ThOP"ROVERTY OWNER P YIN TWICE POR BUILD ROVLMENTS NOTE: ALL FEES MUST : ',AID PRIER C.O. BEINC ISSUED. f- 5 aq"5652" E _-- 40.t90 --5' VTIL. ESMT, LOT 09 1 Zl- 5.00' S.00' LOT ..il:o................. U,' ....:::: 3' 1 13.(Jt.... t,l 5.00' 1 N 0 20, 59. 10' UTIL. tV N b9' 52" H 42.5 40 001 42.5 Ai WIP1K LOT AFMA Ft-O-w a 41<ib 520 a. FT. SGt. FT. TOTAL AF-A = 4,115 SCL FT. LIV/GAFt - I,5b2 a PT. PCRG496R10"ATIG - 116 SQ. FT. DRIVE/WALK - 5" 90. FT. POOL 0 ba FT. Fit-Q-W CONC. 551 SCL FT. SOFT AREA Z260 Sa FT. PRAM& ALE: 1"=201^Q1, PL.0 r f =1-AN OF THE BUYER: SPED SHALL BE DETERMINED W T MODEL: QUEEN PALM 12b8 " LOT #q LOCATION OF TREES, ELECT$ OR Ex15TIMS POOL., SEPTIC, I DATE: 06111lg4 PAMAL-A 4AK5 Arai OTHER ABOVE ". FROM AF3CNE DRAWING. HALLMARKMA;R.,1. UI E S, I TAT N l=) m 1 H STRUCTURE( ERIN'TOVENT.. SERVICE, FVTURZ MPWIMENTS, T IN A DEVIATIO Department of Community Affairs SN: 5515 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A CENTRAL PROJECT NAME: QUEEN PALM 1268 IBUILDER: HALLMAtS AND ADDRESS: IPERM ITTINGQ a Fn ICL.IMATE IOFFICE: IZONE: 41 1 51 1 61-1 OWNER: ( PERMIT NO.Q({-e3Ct a [ JURISDICTION f+ 4L _MAZr_ $V 1 LL T2,S CK L. New construction or addition 1. New Construction 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. 1268.00 -- i. Predominant eave overhang (ft.) 6. 2.00 1. Porch overhang length (ft.) 7. 8.50 __ _ 3. Glass area and type: Single Pane Double Pane a. Clear Glass 8a.178.0sgft 0.00sgft b. Tint, film or solar screen 8b. 0. 0sq ft 0. 00sq ft I. Floor type and insulation: _- a. Slab on grade (R-va 1 ue, perimeter) 9a. R= 0.00 , 166.00 ft LO. Net Wall type area and insulation: a. Exterior: L?. Wood frame (Insulation R-value) 10a-2 R=11. 00, 888. 00sgft__. b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11. 00, 221. 00sq ft _--_ 11. Ceiling;type area and insulation: a. Under attic (Insulation R-value) 11a. R=19.00 , 1410.00sgft-,__- 12. Air distribution systems a. Ducts (Insulation + Location) 122a. R= 6.00 , uncond l3. Cooling system 13. Type: Central A/C ---- SEER: 10.00 1. 4. Heating System: 14. Type: Heat Pump HSPF : 6.80 t5. Hot water system: 15. Type: Electric ___- EF: 0.69 t 6. Hot Water Credits: (HR-Heat Recovery, 16. ____ DHP- Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17. 1 18. HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. ____ HF- Whale house fan, RB-Attic radiant barmier, MZ-Multi one) 19. EPI (must not exceed 100 points) 19. 97.97 ---- a. Total As -Built points 19a. 26902. 92 ____ b. Total Base points 19 b. 27460. 40 ____ Hereby certify that the plans and specifications covered by this calcu- tation are in compliance with the lorida Energy Dolle. EPARE ATE: _ hereby certify that this building is to compliance with the Florida Energy erode. WNER/ AGENT: ATE:-- ' 1---1 ___________________ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Cade. Before construction is completed this building will, be inspected for compliance in accordance with Section 553. 908 F. S. JBUILDING , FCIL &r'`"'' DATE _` Z.'._--- --- Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING RM GOOR-93 Residential Whole Building Performance QJECT NAME: QUEEN PALM 1268 IBUILDER: HALLMARK SN: 5515 CONSTRUCTION Method A CENTRAL D ADDRESSI IPERMITTING ICLIMATE I &a Fp w-1 ^ GlCV V__r I OFFICE: S tMIN©1..IG I ZONE: 411 51 _ I NER: IPERMIT NO. IJURISDICTION NO. New construction or addition 1. New Construction Single family detached or Multifamily attached 2. Single -Family If Multifamily, -No. of units 3. 0 If Multifamily, is this a worst case (yes/no) 4. Conditioned floor area ( sq. f t . ) 5. 1268.00 Predominant eavee overhang (ft.) 6. e. 00 Porch overhang length (ft.) 7. 8.50 Glass area and type: Single Pane Clear Glass 8a.178.Osgft Tint, film or solar screen 8b. 0.Osgft Floor type and insulation: Slab on grade ( R-va 1 ue, perimeter) 9a. R= 0.00 , Net Wall type area and insulation: 611 CK DoublePane --- 0. 00sq ft ---- 0. 00sq f t ____ 166.00 f t Exteriors 2. Wood frame (Insulation R-value) 10a-2 R=11. 00, 888. 00sq f t _-__ Adjacent: 2. Wood frame (Insulation R-value) leb-2 R-11.00, 221.00sgft__ _ Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=19.00 Air distribution systems a. Ducts (Insulation + Location) 12a. R= Cooling system 13. Type: Heating System: Hot water system: Hot Water Credits: (HR-Meat Recovery, DHP-Dedicated Heat Pump) Infiltration practice: 1, 2 or 3 HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Mul'tizone) EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points ereby certify that the plans and cifications covered by this calcu- ion are in compliance with the ride Energy e. PARED * -------------- E: ___ --- ereby certify that this building is compliance with the Florida Energy e. 14. Type: 1410.00sgft____ 6.00 , uncond Central A/C SEER: 10.00 Heat Pump HSPF : 6.80 15. Type: Electric EF : 0.89 16. 17. 18. 19. 97.97 19a. 26902. 92 19b. 27460. 40 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. ER/AGENT: Es- C.:--..•:-__o•Le BUILDING OFFICIAL:__________________ DATE:_....-___..___..-........_..........,...,........ Department of Community Affairs SN: 5515 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION iRM SOOA-93 Residential Whole Building Performance Method A CENTRAL OJECT NAME: QUEEN PALM 1268 (BUILDER: HALLMARK D ADDRE8Sa (PERMITTING ICLIMATE 1t---' I OFFICE: S SM1NG)L115 I ZONE: 41 _ 1 51 _ 1 INER: (PERMIT NO. (JURISDICTION NO. Now construction or addition 1. New Construction Single family detached or Multifamily attached 2. Single -Family If Multifamily -No. of units 3. 0 If Multifamily, is this a worst case (yes/no) 4. Conditioned floor area ( sq. f t . ) 5. 1268.00 Predominant gave overhang (ft.) 6. 2.00 Porch overhang length (ft.) 7. 8.50 Glaris area and type: Single Pane Clear Glass 8a.178.Osgft Tint, film or solar screen 8b. 0.Osgft Floor type and insulation: Slab on grade (R-value, perimeter) 9a. R= 0.00 , Net Wall type area and insulation: 611 CK Double Pane 0.00sgft ____ 0.00sgft ____ 166.00 f t Exteriors R. Wood frame (Insulation R-value) 10a-2 R=11.00, 888.00sgft____ Adjacent s 2. Wood frame (Insulation R-value) 10b-2 R=1 1. 00, 221. 00sq ft ____ Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a. R=19.0i0 , 1410.00sgft_-__ Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond Cooling system 13. Type: Central A/C ---- SEER: 10.00 __-- Heating System: 14. Type: Heat Pump HSPF : 6.80 Hot water system: 15. Type: Electric ---- EF: 0.89 Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) Infiltration practice: 1, 2 or 3 HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points ereby certify that the plans and cifications covered by this calcu- ion are in compliance with the rida Energy e. EARED.. :.._-_------ ereby certify that this building is compliance with the Florida Energy e. 16. _ 17. 1 19. 97.97 19a. 26902.92 ---- 19b. 27460.40 _--- 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. ER/AGENT: Es ram_- _ BUILDING OFFICIAL:____________.._______ DATE:--..----....__...._...-....-.............__.._,... RESIDENTIAL HEATING & COOLING REQUIREMENTS VON AIRE INC QUEEN PALM 1E68 SO FT HEATING COOLING PARTITIONS - FRAME** FINISHED 1 SIDE, NO INS 0.00 0.00 0.00 FINISHED 2 SIDES, NO INS 0.00 0.00 0.00 FINISHED 2 SIDES, R-5 0.00 0.00 0.00 FINISHED 2 SIDES, R-11 221.00 663.00 552.50 FINISHED 2 SIDES, R-19 0.00 0.00 0.00 DOORS** NO WEATHERSTRIPPING 0.00 0.00 0.00 WEATHERSTRIPPING 41. 00 3895.00 533.00 R-5- NO WEATHERSTRIPPING 0.00 0.00 0.00 R-5 WEATHERSTRIPPING 0.00 0.00 0.00 NET EXTERIOR WALLS** CBS, NO INS 0.00 0.00 0.00 CBS, R-3 0.00 0.00 0.00 CBS, R-4 0.00 0.00 0.00 CBS, R-5 0.00 0.00 0.00 CBS, R-11 0.00 0.00 0.00 CBS, R-26 0.00 0.00 0.00 FRAME, NO INS 0.00 0.00 0.00 FRAME, R--11 688.00 2664.00 2664.00 FRAME, R-14 0.00 0.00 0.00 FRAME, R-19 0.00 0.00 0.00 CEILING UNDER ATTIC** NO INSULATION 0.00 0.00 0.00 R-11 0.00 0.00 0.00 R-19 1410.00 2679.00 2820.00 R-22 0.00 0.00 0.00 R-26 0.00 0.00 0.00 R-30 0.00 0.00 0.00 FLOORS** CONCRETE SLAB/NO INS 166.00 6640.00 0.00 RAISED WOOD FLOORS 0.00 0.00 0.00 HEATING BTUH LOSS WINDOWS 10390 COOLING BTUH GAIN WINDOWS 7090 SUBTOTAL 0.00 26931. 00 16659.50 TOTAL BTUH LOSS 0.00 29624. 10 0.00 SUBTOTAL BTUH GAIN 0.00 0.00 18325. 45 TOTAL BTUH GAIN 0.00 0.00 23823.08 REFERENCE AACA MANUAL J HEATING SO FT BTUH LOSS/GAIN GLASS DOORS, INFIL LESS THAN 1.0 CFM/FT SINGLE GLASS 40.00 2800.00 DOUBLE GLASS 0.00 0.00 WINDOWS INFIL LESS THAN 1.0 CFM/FT SINGLE GLASS 138.00 7590.00 DOUBLE CLASS 0.00 0.00 TOTAL STHU LOSS FROM WINDOWS 10390 COOLING BTUH GAIN SINGLE GLASS CLEAR SO FT N 0.00 0.00 NE `& NW 0.00 0.00 E & W 70.00 3850.00 SE & SW 0.00 0.`00 S 18.00 540.00 H 0.00 0.00 PORCHES 90.00 2700.00 SINGLE GLASS TINT SO FT N 0.00 0.00 NE & NW 0.00 0.00 E & W 0.00 0.00 SE & < SW 0.00 0.00 s 0.00 0.00 H 0.00 0.00 PORCHES 0.00 0.00 DOUBLE GLASS CLEAR SO FT N 0.00 f7 0. 00 NE & NW 0.00 0.00 E '& W 0.00 0.00 SE & SW 0.00 0.00 S 0.00 0.00 H 0.00 0. 00 PORCHES 0.00 0.00 DOUBLE GLASS TINT SO FT N 0.00 0.00 NE & -NW 0.00 0.00 E & W 0.00 0.00 SE & SW 0.00 0.00 S 0.00 0.00 H 0.00 0.00 PORCHES 0.00 0.00 TOTAL COOLING GAIN FROM WINDOWS 7090 ntATM 0okm 4=3=103M MASTER ::' 7 or detailed information of the EPI rating number tr for any ITEM listed, ask your Builder for JCA Form 60OA-93 ir Form 600E-93 ENERGY GUIDE EPI- 98.0 0 10 20 30 40 50 60 70 80 90 100 X-1 fhe maximum allowable EPI is 100. The lower the EPI the more efficient the homer RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Law Efficiency High Efficiency; SINGL CLR DBL TINT JINDOWS .....................Single Clear IX -------------------- I INSULATION .................. Ceiling R-Value......... 19.0 Wall R-Value......... 11. 0 Floor R-Value......... 0.0 SIR CONDITIONER ............. SEER...................... 10.0 IEATING SYSTEM .............. Electric HSPF............ 6.8 DATERHEATER ................ Electric EF.............. 0.89 Gas EF............. 0.00 Solar EF.............. ITHER FEATURES .............. R-10 R-30 I--------- X----------- I R-0 R-7 I-------------------- X 1 R-0 R-19 IX---_----------------- I 10.0 SEER 17.0 IX___________________..-I 6.8 HSFF 12.0 IX------------------- I 0.88 0.96 1--X------------------ 1 0.54 0.90 1- -------------_-- 1 0.40 0.80 I--------------------- I certify that these energy saving features required for the Florida nergy Code have been installed in this house. address: I Builder IG_a C may- Si gnature.c= i t y /zip lorida Energy Code for Building Construction -- 1993 lbrida Department of Community Affairs FL-EPL CARD93 WATER HEATING way BASE I=- AS-BUILTa s:: ..,..».,...,....,....._.. .;:ss.-ssaaacc....,.. ,^......,.....,........«..__....._........ rss.:;sa.::aazss.-mseaet IUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL SEDRMS I RATIO MULT 3 3527.,0 10, 581. 00 1 40 .89 1.000 3488.3 1.00 10, 465. 00 SUMMARY . BASE AS --BUILT -= • COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL OINTS + POINTS + POINTS POINTS I POINTS + POINTS +POINTS POINTS 9663. 0 7216.4 10581.0 27, 460. 40 1 9578.1 6859.8 10465.0 26, 90E. 92 EP I 97.97 t WINTER CALCULATIONS BASE - 1 =_= AS -BUILT 3LASS__-. ----- --_- JRIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF POINTS N, 50.00 --3. 4 -170. 0 1 SGL CLR N 50.0 9.6 1.25 600.4 52.00 -3.4--176.8 1 SGL CLR E 43.0 -2.2 .03 -2.5 I SGL CLR E 9.0 2.2 1. 02 20. c 5 58.00 -3. 4 197. 2 1 SGL CLR S 18.0 10. 9 95 187. 1 1 SGL CLR S 40.0 10. 9 71 307.5 W 18.00 -3.4 61.2 1 SGL CLR 1W 18.0 2.2 03 1.1 15 x COND. FLOOR / TOTAL GLASS ADJ. x. GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS 15 11268.00 178.00 1.069 -605. 20 646. 68 1 737.37 AON GLASS _------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM POINTS 4ALLS---------.--_-_-- I xt 888.0 1.1 976.8 1 Ext Wood Frame 11.0 888.0 2.00 1776.0 Id j 221.0 1.8 397.8 1 Ad j Wood Frame 11.0 221.0 1.80 397.8 OORS-_-__-___-___-__ I xt 22.0 5.1 112.2 1 Ext Insulated 22.0 5.10 112.2 Ad j 19.0 4.>0 76.0 1 Ad j Wood 19.0 5.90 112.1 E IL INGS------------- JA 1268. 0 .6 760.8 1 Under Attic 19.0 1410.0 1.00 1410.0 LOO RS------_---_----- 31 b 166.0 -1. 9 315. 4 1 Slab -on -Grade 0 166.0 2.50 415.0 INFILTRATI"ON--------- 1 1268.0 4.1 5198.8 1 Practice # 1 1268.0 6.20 7861.6 TOTAL WINTER POINTS 61560.32 1 12 , 82E. 07 TOTAL. x SYSTEM'' = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING 4IN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 6y 560. 32 1.10 71216.35 1 129 822. 07 1.00 1.070 .500 1.000 61859.81. SUMMER CALCULATIONS BASE-= I AS -BUILT aaa 3LASS---------------- 1 IRIEN AREA'x BSPM - POINTS I TYPE SC ORIEN AREA x SPM x SOF POINTS N 50.00 82.2 4110.0 1 SGL CLR N 50.0 51.0 61 1547.7 E 52.00 82.2 4274.4 1 SGL CLR E 43.0 109.2 82 3853.6 1 SGL CLR E 9.0 109.2 64 633.6 S 58.00 82.2 4767.6 1 SGL CLR S 18.0 100.2 92 1653.3 1 SGL CLR 5 40.0 100.2 32 1279.6 W 18.00 82.2 1479.6 1 SGL CLR W 18.0 109.2 82 1613.1 15 x COND. FLOOR / TOTAL GLASS a ADJ. x GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS 15 11268.00 178.00 1.069 14,631.60 15, 634. 44 I 10, 580. 87 w.aaas saaa:-c.wa czta aaa.-.-.xo-:.aaxeassaam-aa-trrccaaaa.»aa=.^.as-.:=__assxxxcaaa tasacstssarsaams LION GLASS ------------ AREA,. x BSPM = POINTS I TYPE R-VALUE AREA x SPM POINTS JALLS________________ xt 888.0 1.0 888.0 1 Ext Woad Frame 11.0 888.0 1.90 1687..2 ad j 221.0 .7 154.7 1 Ad j Wood Frame 11.0 221.0 70 154.7 OORS----------------- 1 xt 22.0 4.8 105.6 1 Ext Insulated 22.0 4.80 165.6 4d j 19.0 1.6 30.4 1 Ad j Wood 19.0 2.40 45.6 E I L I NGS-----__----.-_-- A 1268.0 .6 760.8 1 Under Attic 19.0 1410.0 1.10 1551.0 LOORS-------------.-- 3lb 166.0 --31.8-5278.8 1 Slab -on -Grade 0 166.0 -31.90 5295.4 NF I LT RAT I ON----------- 1268. 0 10.9 13821.2 1 Practice # 1 1268.0 13.80 17498.4 OTAL SUMMER POINTS I 26,116.34 1 26, 327. 97 aaa_amaSW aaaaasx.»aa..a-arias_aaaa,raaass,::rsaaaa«a aa=aaa;...aa:= aa-.=.^.aaamaaac aasasas OTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING UM PT8 MOLT POINTS I COMPON RATIO MULT MULT MOLT POINTS 2 6, 1 16. 34 .37 9,663.05 1 26, 327. 97 1.00 1.070 .340 1.000 9,578.12 aa:-:.w.r.«a.M aYaaca-,^.- »s ssa-maaaaaaa.+mssaa-aa aaaaaacasasaaaax maaaaarcaasmgaaaxasemams CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ',-M A-L-A' =-'0 V U,"1- PERMIT NUMBER Total Contract Price of Job `C 1'iQ,C Total Sq. Ft. 126o? triVIN& Describe Work Type of Construction Flood Prone (YES) NO Number of Stories • Number of Dwellings Zoning F'C> Occupancy; Residential Commercial Industrial LEGAL DESCRIPTION (; lease attach printout from Seminole County) TAX I.D. NUMBER t,:vr ' -q 3 - 1 C-1 ^` - 2 -- ^' CD qn OWNER t 1A-r=v N -r-r— PHONE NUMBER ACZ- $ 6o -5 ADDRESS '7 =r- -":>t t c 'L. CITY t> t...XQN !ft STATE ;=L . ZIP a7--72. TITLE HOLDER (IF OTHER THAN OWNER) t, tl, ADDRESS agfq= J21K6NIQ CITY 60=-MhJ STATE 1.., ZIP "37:ZZ5. BONDING COMPANY % ADDRESS CITY STATE ZIP iN44- T . t>twM,j,t QV 1C.1.4 ADDRESS 1 ""7 WEa4 S I f2- CITY L.e.ftjr=rM; g]? STATE F= L ZIP .5-5, 13 1:5 MORTGAGE LENDER" ADDRESS CITY STATE ZIP CONTRACTOR PHONE NUMBER 4`7-j c t' ADDRESS yQ ST. LICENSE NUMBER GC*a,GCjOC10?._.)'"" CITY STATE r'J,.. ZIP Z-7Z5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all haws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPYOF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE; In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies', or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF 0 Signature of Owne /Agent & Date Signature of Contr&6tor &' Date'' 0 'Type or Print Owner/Agent Name Type or Print Contractor's Name v 0 1 Signatur4 of Notary & Date Signatur' of Notar ,t,c aye IOVAR , k, 3y emilccIr's V Qy 1 ervlc Ir's Ui ! YtV) J. g lye+.!>. I t 1 i' 7^f iaSR^ 04 3 0 A4pplication Approved BY: ate. AA z o FEES. Building v RaPolice Fire Open Space Road Impact A p;lication w` o fd o PERMIT VALIDATION% CHECK CASH DATE BY 4J E) GOLD( CO, ApMIN) 0 0 ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFF C` Z a' E- THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE 24' x 24' x 12. OP. C.OMG. FT6. W 0) 5 REBAR EA NAY 1 1 ET,4 t I a• a•v 1 + I i I I t 1 RECESS SLAB56D. TRACK AM I DETAIL, THIS SHEET) UV I v I I 1 tIs• -a• t s' 4•-Ir I i I 4'-4' i IRYEREY.E BEV) \. 1 sw ..... 1 °DPW ttI4' 4• W, IclHALL '• tII- I I ' try N L--- I n — t I 1- t I - 2l2` t I 5-1 4• U• t I N8. 1 I I I 5 I tlrx I t 1 t a. t I 4 ft BR1n IS•-4' IA • 1 LEDGE FIBER rE51+ 1 I `1/ 2 FIB62 Y 4 Z - 2-5 KEBABS 2-r5 REBARS p' • MnH. 11 DETAIL 2 DETAL OC FIBER MESH by FIBER MESFf 1 ii I->•5 REBAR n. 2-+5 REEIARS 4 DETAIL 3 DETAIL FIBER MESH < 1 Y E FIBER r•E5H . 2-5 RmB,arzs rm+. r.a.• a DETAL I 1-IIS R/1R 5\ DETAL L/ THKHP. SLAB EPEE A5 PER PLAN i PIP11,16 PIPE {b• 171A. MAXJ SLEEVE (b1A. LAR.6S2 THHM PIPE) X \ DETAL AS RED'D. NOTES : I. FOL*VxTICH PLAN SCALE O VfWW-0' 4 V] 4' T. GONG. a•^ SLAB W BRICK LEDGE r 2-05 RMARSS BR DETAL - BRICK LEDGE AST NAME tRST NAME DRESS EGAL INANCING IODEL ARAGE ON W CONY CAST! ELEV. g ESCRIPTION: I. KNOCKDOWN CEILINGS. 2. CERAMIC TILE IN KITCHEN, BATHROOMS & DINING ROOM. FROM ml HAVE A NEV 2 in -Ulm. WU)TH MGT. MAX 44 IL C) Ljn Z Z ri cs N ter' CA10J c4 r CcCC 3 C y J Y • rn rn cn Q CNto o ...J °m Q mL Z LIJ LLJ d TOP OF HALL a, -- C6LTILE KIT. 9 51NK KIT. e RANGE 1 I nz BATH 2 MASTER BATH R 3 PLANT SIKI — . 12 FACE OF SOFFtT REF. SPACE KIT. o REF. 3/4' M1GA TOP ON SHIM %4i6FD TO SECURE ELECTRICIAN TO NOTCH 2x4 TO ALLOW FOR OUTLET C "TM3g 1 IN BA X-'44- SH NOTE. NO REVEAL BET)-4EEH BACKSPLA>`1 AND TOP C.M. C.ASNI6 MTL STUDS AT Ib' OL, 1/2' DRYWALL DETAIL AT 112 WALL AND BAR TOP 4x4 POST &4;-'AP W 1x PRIME TRIM) NOTES I. ALL EXTERIOR FRAME HALLS • W Or-. 2X4 CA- FIR UNLESS Oi1EIRiSE NOTFD- 2. ALL INTERIOR 5MV MALLS • 24' OL. UNLESS, OTHERKSE NOTED 3. KITC491 GABMET WALLS • W OL. 1.4 PRIME T%M 4. ALL 1Ni8i1C3R EEARMG WALLS • 16 Or-. 2x2 C4 R. F S. SEE SMIRRIMENC ifT FOR DOCK I HINUCH ROUSH OPENING SIBS I LOCATIONS. 6. HEARM6 WILLS AT STNVARD BEAR046 IERSHT5 UNLESS OTHERMSE NOT® SEE TYP. WALL SEGT)0N/ T. STD. IDR. HST, 15 W-O' UNLESS OTHERWISE NOTED. tt 6. FLOOR PLAN 5C.4.E : I/a•=1'-0' 9. **4OCX DOM CEILW., W L— 2.4 CL. FIR MOTE. LAYOUT 2.2 SPINDLES FROM CZNTERLIME W 4 1/2- GIFARANGE AREA TABULATION DETAIL AT PORCH RAILING 1.MN6 AREA- 1266 SOFT ISp-ETRIG -N.T.S. BARA6E 36 50. FT. TOTAL -- 5" 50. FT. FUR6,M SLAB - 66 50. FT ENTRY --------- bq 50, FT DOOR SCHEDULE SIZE 2 REMARIC , 3'-0' x b'D• 1 W 16' H TP-AW-10H ABV. 1 S.G. I NL. x b'-D' 2 HL. x b'-D• W TR~ ASV.: I HL. TRANS. ABV. 7-4' x b'-D' W-O' x b'-a' 2 BFOLD 7-6' x b'-a• 2 61FOLD 2'-0' x b'-b' 3 BIFOLD V-0• I SSD. 14'-0' x T'-O" i OH, &ARAEE DOOR 1. WIpOWS, ViDOf25. AW &ARAfE DOORS SHALL BE TO THE REOIITREM WM OF THE STANDARD BUILDING CODE, I"I EDITION WTH IgR2 AND Igg3 REVISIONS. VZ av Z n LJ M lIV mtoWp C O Qo CV a iQ m Q v CA F- IDQ a- o J Jm z W Q O CL Lv o J i FUNCTIONAL LOUVER 24'h x 4b'w 12 6 HEADER O 8'-O' REAR ELEVATION SCALE I!B'=1'-O' W-4' "P. TOP OF SLAB PAINT 5GHEDULE- BODY COLOR TRIM COLOR 12 b 4x4 COLUM IXb FRIEZE BRICK ROPCOCK TRIM 12 b HDR. O b'-0' - 4x4 COLUMN LEFT 51DE ELEVATION fVW-TIONAL 22' x 31' CATHEDRAL LOWER TYPICAL) n I ImiNII"I USI Iuu o g FW_ I FSI FW_ I k. 11 i FRI aI US I a BRICK CONTINUOUS RfV E VENT CONTINUO1.15 ROSE VENT o-A1_• BRICK SOLDIER COW5Ey FRONT ELEVATION SCALE 1!4'=1'-o• BRICK DETAIL, 1/4'=V-O' T YP. PONDOW HDR. HT. B'-O' UNLESS OTi ERW15E NOTED BOARD TYP. SCALE 1/&'=1'-0' RIDGE VENT ROK-OCK SCALE I/B'=1'-O' GJ Z 6 N Z Lf) 1-1 DOOR Y no 0 HER SE Zso' n m c al CC O iT D 2 QC14 t[T N r x Z C 47 LAJ U lEFZ z sr SEE O T LLJ Xw 2 r WNBER eABLE END 4 Q FRRAN INN NOTES: L ALL 114150M AJO LOAD BE ILINO FOGUN EHEttS'5 TO BE REV164M AMP APPROVED BY TRUSS hWUFNl-VRl5t5.EN6i®t TO B9TAWN4 TW MOST COST BIPWTTVE AND AFPROPMAIE Vf!S6S 1 2. STD. MK KXL NOT. is V-01 OAKS& NO7FD OTmmtm S. NEA wt Sl To BE VEIEWINED BY S7R A=AAL Erb SEE STNICYLVAL DPtANNS5 FOR ADP WiD 4. TYPK.AL 714W BEARM ITT. aIr V ABOVE FOYER SLAB U4FS5 OnO415E NO'TM. 5. ROOF FRAHM PLAN i VOW-O' C i Z Lj N z n En LJ N WOO ' a m Wp \ Y I=O co 0 9 It z0 o N : a c i Do z Q Q ocv a_ a Jo Im, z z ov W Q Q a LL u- O W O o O elec .r ccAl legend no V. Cul-EX OfrLD nCAT$Z' LWW$ 1/2 SWTCNEO tIC, V. Vtf'L" OVUT Ewtw FAN ttrtr 110 V. f.Ff VLFLEX MUT EXMAMT FAN W L16M P't WATKR MOOF 6H O' 91O1.`E DETECTOR P E 220 V. OM ET WILL MD. SWJKE DETECTM 220 V. 5FECIAL C/TTLET (J.W-" BOX) CIIIPES IKTI..a TICH BOX OWES RAN BUTTON ffCH O 42' AFF. N TEUPNM -WK NAY %VC,4 a 47 AFF. e TREVI-40N .IA DR IBZ SHTCN a 47 AFF. PER 405TAT SURFACE MD, CEri1N6 FIXRRE tll aw om iE DANT FtXRAZE EtEOTRKAL PAIEL 13 WCZ%M L15M HEOTRICAL PETER WALL MD. BRA49ET a l7 AFF. g M4 DISCONNECT FiWRE5G3/T F1974 EXTERIOR SPOT LWM5 Cj Lj C'd Z Z V cl LAJC m W 0) J`r C) a Q: m J Q O c a- z NOTES NOTES 1. ELEGTRIGK PLAM SCALE • 1. F1EGiWGAL RAM -.,ALE• I!B'=1'-O' J :m W Q 60 a: w J W Jw 0 c F u X SLEET MAW 5 MODEL REVISION GHRONOlA6Y CURRENT MODEL BRor RRE REF. # LA5T RL-VI5 ON DATE OWEN PALM 1268 I OP12681 1 04/26/94 REV. DATE I REV'D BY PREV. BROCH. * RRGH. APPROV PROD. APPROV. DRAFT. APPROV. 04rW44 I J.JA. I IB.S.K 04/2b/114 A. B. INTRODUCED C11EEN PALM INTO LINEUP CREATED NEW MA5TER DPAWINC75 FROM BROCHURE REV. DATE REVV BY PREY. BROCK I PURCH. APPROV. I PROD. APPROV. DRAFT. APPROV. 06/03/94 135H JANDY Ob/OI/94 155.R 06/03M4 IB.5.K 06/03/94 A. I MADE REDLINE CHAN6E5 PER ANDY MUTT z z^ 8 cn p cz m Wp rn o 3 Q J o . CO N ci t'.Y3 12 6 '.. QN Q tl W Ho' Jxao a o°Z Z w c o o a C'1 0 LLJ a i RCPIOWcvxurxd i