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860 NE 99 St (12)ti 20. 50 (off 1, Zo 21 ,- 2 2 r, 2 3 5p' CO ,Z ■ 30B NO.: 2001 -5 -46 DAZE: March 31, 2001 FLOOD INFORMATION: FLOOD ZONE I �oG�Tio� 1 Property Street Address: 860 N.E..99th. St., Miami Shores, Miami -Dade County, Florida. ALBERT BA.7IIi(;Z.iMY, P.;, Professional Surveyor 'Registration !O. 2253 STATE OF F1J IDA. ►�I 67'01)•6') - X capper 1;° LLI Q LEGAL DESCRIFPIOU: Lot 6 and the West 1/2 of Lot 5 in Block 72 of MIAMI SHORES SICrlION NO. 3, according to the Plat thereof as recorded in Plat Book 10 at Page 37 of the Public Records of Miami -Dade County, Florida.' 0/S - CIF ' E N C . = E000Aa11 P.N.. FLXRm NUL PL.. PLANTER (M) • MAT:RED (C) • carer= . C aYIER LINE BASS SW"K.. SIt: EAAIX N.V.: WATER VALVE N.M.. WATER MTLA II..1~'IRIOAL Mv.:1t PRLFFRTY LINE C.L.F._ CAIN LI.NXC FENCE )1 . CL^Y M Harr LINE O.R.U.C._ OVERT :AD U 11ITY GAt.°- A/c • AIR 1i1U.. Rl:r _ RIM: OF HAY N.T.S.• ma TO SCALE W. r._ WOODEN FENCE F.I.P.• FOUND 1/2" IRON PIPE S.I.P.- SEI 1/2" L&N PIPE S.N.D.- SET SAIL AND DISC (.11- 'xma C.H.. CATQI BASIN U.E._ UTILITY F7�C T (L.D.)- AS F'f32 LiSAL c.=cvnia ❑Q.TT.. Cf (P) - AS P FSCORDED FIAT F.D.Q.. FTXI'ND LIU1L I1 L.E C.9.S._ OENCR E BICGK SI12lX.. RE L.F.EL.• LOWEST FLOOR ELENATTLN P.C.P. - P3c'.ANOL" OL, POiM P.R.M . P'M4A4*1`Zr RF_iaT FXhlk .'7 n.c.v.D.- NATIONAL S"f t1C'. G,TTH p . Car>:tAL R.- RADIUS - T.= RW.r2 A.. AM DISaC P.C.= ? D(I OF CJRVATS:RE P.T. - POINT* c F .r Sa4cs M D.C.H.M MIA I -DADE CUNT BEND(' S.C.s.M.. linJk?.RD Catrrf Fatal MARK D E. • DRAI.*DwC MAL AN CE EAED.�-r* D.• DIA This Survey is Certified to: John B. McCaughan and Patricia Malloy McCaughan; Stuart A. Lipson, Esq.; Attorneys' Title Insurance Fund, Inc. LOOD INSURANCE RATE MAP 120652 -0093 K (7/17/1995). 1.-This s a n.-r= ' S .'ey `.1= refer to 2' . G V .'� `:xn (1929) 3.-Nbtvalid the si - 2z=e and the n- seems 1 of a .--±z a Li —.se? S vev-w- and fad S.- ve_v does hat `e e D.-Penne os.n =E'r LFSr1" `D the ice` t1. f f s (i..-,'j V. r: s V^te 6.North Arrow shown is as per Plat Book 10, Page 37, Miami -Dade County Public Records. I KERErr Lrnl L '.' het Use id a id FLAN OF SURVEY of the above des?LSed property, Ls true and Corm to the bet of my knowledge and beget u rtcently surrryed and puCled LII14 • mY ire a; also the; there are not abort - ground a n=a Teems oche; Uun those sha..0 l tuTh cant). tnal thtz surrey meets tle Ltirkimuzn Te r nlcal Stsrrtardz se: forth try the Fi•rtda board of Prot erslonal _and Sur reyon la MI•Pt•r laai 7-C, F'aao4 AasinLstratlra Code, ours taut: to Section C'".-tZ' Florida Fet.t AID` BARTHELEMY, P.S.M. 12735 S.W.. 34th. St., Miami, Florida, 33175 Ph. 305 -221 -3663 fax 305 -221 -6317 Deeper 305 - 880 -6016 ■2,9 8 GONG. cjr oEWbL4/ - FLL -tom ,o, 3 0 4s / Ltr 99 ST R 00' (k) (r) ah1t�t. 0 oH � u . ST EP'S . Q C C, • (V N N M ' ZD ti w , h . , - 75 -0e2' (M) 4 (P) 4 i F � • ALLEY 2 � r n 11,2 II i L l ft\ p,IoG�' S 02,073' ueT,9b. pcLE 42 it SW 74W Avian" Mwri. FL 331ss Ptwna (SD+) 086 -3511 RIGHT -J LOAD AND EQUIPMENT SUMMARY Zone -1 =South_ .. West Dade Air conditioning Pro ect Information JOHN McCAUGHAN 860 N.E. 99 ST. MIA.SHORES Notes: Heatloads, Stewart Kushner CC# CAC 033568 Desi • n Information Outside db Inside db Design TD Winter Design Conditions 46 70 24 °F °F Heating Summary Building heat loss 20884 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 20884 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 935 935 Volume (tt) 7480 7480 Air changes/hour 1.0 0 5 Equiv. AVF (cfm) 126 64 Heating Equipment Summary Make n/a Trade n/a Efficiency 100.0 EFF Heating input 0 Btuh Heating output 0 Btuh Heating temp rise 0 °F Actual heating fan 1465 cfm Heating air flow factor 0 070 cfm/Btuh Space thermostat Weather. Fort Lauderdale, FL, US . . W riC)h tsc 14411-Suit 14411-Se Resdsnieen' 5 0.33 RSR24577 ACC! C W1r DocumentsUMngilson HVAC%Nhs( Dade ACV& and Mrs. Ramos rsr Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference Sensible Cooling Equipment Load Sizing Strudure Ventilation Design temperature swing Use mf51. data Rate /swing multiplier Total Sens. equip. Toad Internal gains Ventilation Infiltration Total latent equip. load Load sensible heat ratio 12.4 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Job: 2556 91 °F 72 °F 19 °F M 50 % 66 grub 27396 Btuh 0 Btuh 3.0 °F n 0.96 26300 Btuh Latent Cooling Equipment Load Sizing 0 Btuh 0 Btuh 2859 Btuh 2859 Btuh Total equipment load 29159 Btuh Cooling Equipment Summary Make RHEEM MANUFAC Trade Rheem RAMB Series RAMB- 042JAZ RCHA -48A1 Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor SEER 29300 Btuh 11700 Btuh 41000 Btuh 1465 cfm 0.053 dm/Btuh 91 % Page 1 31 ' 3 4 MANUAL J: Mtn Ed 1 Marne of room Len411t d expo ns wall ( Room drnens+o Ctilrgt GO(tOd oWon tone 1 9.0 11 South 1 j D!$ so 99 0 fl 1 22 0 n 1 22 0 4 18 0 R 10 0 p n 6.0 a neaw:uvl 8 0 R 24.0 ft { x 14.0 R heaVC00 16 0 R 8 0 (IV ' *) 34 0 ft . 1I D R heaIC00( Load (Bt C1 ,"" .... TYRE OF CS MTM W9 Clg Area tR') load (B1Un) Area Load (Stub) Area Ht9 tir) ti'g Cog tR`1 Load (Ruh) thg C 9 EXPOSURE NO g i .•.. a t4A 12 Si Gross .2 E xPObe d (.01 warty and C pI 1 0 0.0 partitions la t 001 e 00 ( 0 0 7.8 00 0 0 o.o 00 0 0 792 0 01 I 01 0 0 176 .•» ••,• „ t8 0! 01 I . ». , 1 »� 1 .... •... I 1 p .... ..» ^" •••• ... I 272 o •••. ^ , • °• 6 Windows and a 1C 27 •• 102 2827 •-• p 0 glass Ocio s b 8C 29.0 •• 163 4 892 46 2706 Heating Id I 11 0.0 01 01 " 1 01 01 l61 I 001 1 01 01 1 01 01 „ 0 0 ». eI ( C01'00 0 0 ( 0 •»• 0 0 0 •••• 36 •..• 48 .... .••• 01 «.. 0 .•. 0 996 , 13so 1 01 0 0 •• : • .. { "" .... »• 60 1363 { p 0 l 0 0 0 •• ••• •••• -• � ... .. .. 7 Windows and North 0.0 0 "•' 0 Mass 000r* NEJNW 0 0 0 ~ 0 Cooling 1 EPAI 6381 195 19 •••• 1 124471 SE/SW 0 0 0 1 South 30 2 1 7 2 "" 2822 Sou Harz 0.0 0 0 D ..•• 96 ••"'• ( 01 • 0 • ••• ... 0 0 ... 0 0 5299 481 •• • 1 0 361 "" 0 1 26501 0 1 11231 2 3 . » ... 1 • • 1 p 7 1 211 1 1699 0 I Other Doors a {p 9 Net a e.posrd D walls and c partitions 1 0 1 g1 14A 0 0 0 0 0 0 0 0 0 0 0.0 00� i 0 0 0 01 0 0 0 0 0 0 01 0 oi_ 0 0 0 D 25951 1654 0 0 0 0 0 0 0 0 0 0 12 21 i 6I 525 6426 4097 801 979 0.01 0 0 0 D I 0 0 0 0 0 0.0 0 0 o 0 0 0 of 0.0 0 01 0 0 0 001 0 u 01 01 0 0 0 0 0 0 0 0 624 108 1322 843 21 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I10I Ce,ings a 160 I D 18A I C e 1 .3) f.7 00 00 0.0 0.0 23 0 2.7 935 00 0 0.0 0 0.0 0 0.0 0 0 0 15901 2525 01 0 0 0 0 0 0 0 0 352 0 0 0 0 0 598 0 0 0 0 0 0 950 140 0 0 0 0 0 0 0 0 0 0 2381 378 0 0 0 0 0 0 0 0 0 28 1 490 0 0 0 0 0 778 0 0 01 0 11 1 iI f oors 2:2A 1191 Not*: room 1 6 1 9 F perimeter c 4d4pl Id brslab I Ikon) I t � Bo 19.4 2 0.0 00 00 0 0 0 0 0 0 0.0 00 0.01 0 0 99 0 0 0 0 0 1825 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 423 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 467 0 0 0 0 0 0 0 0 0 0 D 1 3 660 0 0 0 0 0 0 0 0 0 12 13 14 15 infiltration a 12.5 5 0 267 3325 1326 96 1195 478 84 1046 418 60 747 298 Subtotal toss =4 *8..•11.12 Less external heating leas trans,er Dud loss Total toss = 13.14 ••» «^ ••" 0 ... 20684 0 0 0 20884 «» •••• .. '••' •'•' «» 09 •••• 5988 01 0 0 5988 ••» •..• .... .... «•. ...• ».. 0% 5464 0 0 "" .... ». •••• 0 0 5411 0 0 5952 318 •• . •.__ p • 6156 01 0 61 56 .... •..• ^• • •• 16 17 13 19 20 Int. pins: People 300 APP (2) 1200 Subt ( RSH gatn=7•8..•12•18 Less extwnal 000lin9 Less Irar1sler Dud gain Total RsH slain= (17•18) A4 requited (d m) 0 N" 0 •••' "•' elm. on . .. 018 •"' 1.18 •••• •••• 1465 0 0 23219 0 0 0 27396 1465 0 . «. 0 .... .... 7351 •-• ..•. 0'4 "" 105 I ••'• 7719 •••• 42 0] 413 0 0 •.5.:464 0 0 .... . 0 ... .» 0 054 ..•• 1 10 •• ' •'•• • 383 0 "" 0 0 ... .... 1 65461 61 ••• • ..• 0 0%1 •••• 0 1 35 1 • •" 5837 •••• 432 413 Zone 1 D S outh EET West Dade Air conditioning 4219 SW 740 Aven,. r, Miami, FL 33155 P11ona: (305) 588.3511 BoMhtalic vahms have been m nue4ly overuddu t Printout certified by ACCA to meet all re9uirernents of Manual J 7th Ed. Wa'19 tit 1L,SC)ft Riphi -Suite Resrderd,ar * 5 0.33 14Sk24S77 C. Mf Dooanerts1Wrigtiso8 rfifAt \West Dada ACM and Ms. Ramos (sr Job: 2556 Page 1 RIGHT-J WORKSHEET Zone 1 WS South- West Dade Air conditioning 4211 74th Arerwe Wane FL 331 S5 Phone. (305)88615 MANUAL J 7th Ed 1 I Name of room 1 7.0 R 12 0 4 I 1 21 Length dexposed tyres ( SD s 70 11 100 x 120 It 1 Roan prlwar1610ns 8 - 0 R headcod 4I Ge4n9s Condit. Opoon 8.0 It heaVcool _ -- -- A rea Load (Hluh) Area Area t11g C10 TYPE OF CS NBA Arent load Muhl HI , t„ Ht C EXPOSURE NO wg C19 WI Mg C19 (h') 9 I I Y = .... ... .... a 14A 12 2 7 8 58 00 »•. TI� ▪ I I I • 51 Gross I D I ••N 1 ° ••« I .. Exposed b 0 OI 0.01 0 ▪ • . .« - 1 1 ••.• • I I Wn d I 001 0.01 0 .I 1 01 . « 1 :.« I ( ... : •••• .. N 6 Windows and $ 1C 77 7 0 0 6 166 , 21 610 '"•' „„ 9tassdoas of 01 1 0 of '•� I I •••• I Neobn9 1 d 1 00 1 01 of 1 °I o ••N 1 0 I I 00 "' o 0 •••• 0 0 ... Windows and North 0.0 0 * .. 0 0 ••.. 0 DIas1 doors NEJr1w 6 7 9 •••• I 5291 211 •' •• 1 18521 ( • EM I coor�9 1 SE/SW D 0 0 0 0 ° I 0 OI •••• . 0 .... South 39 2 Holz 0.0 0 0 ° 0 0 0 0 Other er doors \ ° 0 0.0 0 0 D 3 b 0 1:;\ 0 I-111 c 0.0 0 0 0 Net a 14A 12 2 7 8 501 2 1 390 75 916 5 0 � 9 IDI I 0.0 0 0 0 01 01 oI 0 0 0 and I I parllbons I di 1 0 0 01 0 0 0\ 0 OI 0 DI DI OI OI 1 Is1 I 0.0 00 0 0 0 01 1 1 1 { 0 0 13 2. 01 0 0 01 0 0 1 10 Gerwl9s 16 951 12 2041 ! I I lb 1I 1.T 2.7 3 51 601 o1 OI 0 c 6A I 0.0 001 OI 0 I ° ° 0 0 d 0.0 0.0 0 0 I 120 p OI 01 1 l e 1 0.01 0 01 01 0 1 0 0 i 0 0 0I 11 01 0 I 111 i noon N sop. U Z2A orn 1 b 19F 11 (Note m f I C O 1 row slab I e floors) o.o floors) sj 12 InrN 13 0 0 . 0 0 . 0 . 0 b 9C 29.0 a Subtotal 1053 =5 t 8 . • 11.12 I Less exlemal hes 9 I I Les 1114 Ouss Duct a 5 Total ►0s5 s 13 19. 4 2.6 0 0.0 0.01 12.5 00 00 0.0 0.0 0.0 00 5.0 osoe 9I 0 o f 0 7 01 0 of 01 0 0 0 6 75 1049 01 0 1049 d9 18 Int. gains: People 300 0 A I pp1. ® 1200 0 111 5ub101 R5H 9arc7.0..12• 16 1 �� I ^« Less ex3ernal cooln9 Less Pander Oyd 118 Duct gain •• 1 191 Total RS1198f1 (17s18)'PLF 20 c1 As restored (dm) 1 1 30 of 0 0 oI 0 21 10 0 0 0 10441 I 1 of 0' 13051 t 25 01 01 701 '•' 12 2331 01 261 2227 0 0 0 2227 o l o I of 01 0 0 0 ..N 0 •••• 2906 0 ■•• 1 0 0 35821 1561 192! Job: 2556 este 607 6taW waives Aawt barn marpreMy ov•rndwn Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrscjhtsofjt Rcpt- SuitsResrdenl ''a1 "'5.033RSN24S77 AGE>. c M Oocomentswln so& FNACoNsst Oads ACV& and Mrs. Ramos. sr ww • • \ 1 1 Page 2 4219 SW Tom Avenue. Wang, FL 33155 Ph one; (305) 800 -511 Pro ect Outside db Inside db Design TD Winter Design Conditions Heating Summary Building heat loss 16597 Btuh Ventilation air 0 cfm Ventilation air Toss 0 Btuh Design heat Toad 16597 Btuh infiltration Method Construction quality Fireplaces Area (ft') Volume (ft') Air changes /hour Equiv. AVF (cfm) Space thermostat RIGHT -J LOAD AND EQUIPMENT SUMMARY Zone 2 East West Dade Air conditioning For: ' JOHN McCAUGHAN 860 N.E. 991ST. MIA.SHORES Notes: Heatloads, Stewart Kushner CC# CAC 033568 Weather: Fort Lauderdale, FL, US 46 70 24 °F °F °F Simplified Average 0 Heating Cooling 60 600 1.1 0.6 110 60 Heating Equipment Summary Make n/a Trade n/a Efficiency 100.0 EFF Heating input ' 0 Btuh Heating output 0 Btuh Heating temp rise 0 °F Actual heating fan 1023 cfm Heating air flow factor 0.062 cfm /Btuh Outside db Inside db Design TD Daily range Relative humidity Moisture difference Summer Design Conditions Sensible Cooling Equipment Load Sizing Structure Ventilation Design temperature swing Use mfg data Rate /swing multiplier Total sens. equip. Toad Latent Cooling Equipment Load Sizing Internal gains Ventilation Infiltration Total latent equip. load Total equipment Toad 21723 [Ruh Cooling Equipment Summary Make RHEEM MANUFAC Trade Rheem RAMB Series RAMB- 030JAZ RCHA -36A1 Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Job: 2557 12.4 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 91 °F 75 °F 16 °F M 50 % 60 gr /lb 19122 Btuh 0 Btuh 3.0 °F n 18357 Btuh 920 Btuh 0 Btuh 2446 Btuh 3366 Btuh SEER 21400 Btuh 8400 I3tuh 29800 Btuh 1023 cfm 0.053 cfm/Btuh 85 % W rightsc ft Ri}d -Suds Residential" 5.0 33 RSR2457T ACCN C \My Oxlmenlc\YJri9htsolt HVAC \West Dade ACteck Residence rsr Page 1 C NA O \NUAL .1: 7th Name ofroom Length of exposed 1 dimensions CeilngS E u C on 8 0 R p n 10.0 8.0 fl X 14.0 ft 12.0 8.0 fl x 14 0 11 heatIcool 19 0 8.0 0 19 0 fl x 14.0 ft heaticool TYPE OF CST HTIA Area Area Area Area load (8tuh) EXPOSURE NO Nig Clg (11') Nig '-y (01 FlIg Clg (RI litg Clg ' "" H1g Clg 5 Goss 12.2 .... .... .... ... .... Exposed 0.0 -'•• - ". .... ^.. walls and 0.0 • ^' ^" •••• •••• •••• partitions O 0.0 O O O ..« 1 O .... .... O .... .... 0.0 .... .... .... .... .... 6 Windrms and glass doors "" Heating u -- 0 0 0 O 0 -.- 0 0 "" 0.0 .• .... .... .... 0 .. "" ... .... 0.0 •• •••• ...• •••• 7 Windows and North 0.0 0 •" 0.0 0 0 0 0 , r O N00 Co 0 O N 0 0 0 0 - Mr 0 0 0 0 0 0 0 0 0 0 ••'• 0 '0 0 0 0 0 8 Other doors 0.0 0 0.0 0.0 000 _ 000 000 000 L 000 000 000 000 000 000 00 0 00 0 9 Net 6524 1028 1714 0 walls and 0 0 0 0 0 0 0 0 O 0 O O 0 O 0 0 0 I 0 0 10 Ceilings a b c d e 160 16D 160 on nn0o 00 ry N f V 0 0 0 0 0 0 0 r A 0 0 0 0 v A 0 0 0 0 O - O O O O 0000 X0000 fv' — act 0 0 0 0 ,. 0 0 0 0 N 0 0 0 0 0 in <00000 N 000.0 ,, ,.., ________. r _ i O O O O if 11 Floss I 0 0 0 0 0 0 (Note: room perimeter is displ. O O 0 000 1 000 000 0 00 000 0 00 00 0 0 0 0 0 0 0 0 O O 0 0 0 0 O 0 0 0 0 0 0 0 for slab I floors) J I 12 Infiltration a 15.5 5.7 187 2899 1059 28 434 159 12 166 68 12 186 68 13 Subtotal loss = •11412 •••• 16597 . "• •••• 3862 . • ' • 1994 •••• `• • 2940 '•" Less external heating • «• 0 "•• '••• 0 •'• 0 ••'• •'•' 0 '•'• 14 Less transfer Dud loss '••• 0 D 0 "'• "" "•• 0 1 0 0 •••• ' ^' • ^• 01/4 0 0 `••' "" '••• 0 0 0 "'• "'• 15 Total loss = 13.14 16597 " — "'• 3862 "•• 1994 '•" "•• 2940 "'• 16 Int. gains. People q 300 4 1200 2 ^`• 600 2 •'•' 600 • "• 0 AO, 1200 0 •••• 0 0 •••• 0 0 •• 0 •••• 0 17 Sublet RSH gain= 748 .412.16 "`• "'• 16682 1 '•" • "' 3179 "" • "' 2185 "" '^' 2144 Less external coding • ^• • • 0 • "' "•' 0 .• . ^• 0 • ^• •••• 0 Less transfer `••• ..• 0 ' " ' "" 0 "•• ••`• 0 .•• '^• 0 18 Duct gain 01 "" 0 0 "" 0 01/41 "" I 0 ova ••'• 0 19 Total RSH gain= (17•18)'PLF 1.15 •`•• 19122 1.05 . ^• 3324 1.00 —• 2185 1 00 ^•• 2144 20 Aif required (dm) '••' 1023 1023 "" 238 178 ' "' 123 117 '••' 181 115 RIGHt -J WORKSHEET ?one Z East Vest Dade Air conditioning 4219 SW 740 Avem 5 Phone: (3051888-3511 Job: 2557 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrys.)IF1t5C.• ft Right- Suite Residerriar"' 51.33RSR24577 ALGA C,Wfy DoarnenlslWrightsofl HVAC1West Dade AC1f3eck Resxience.rsr Page 1 . N O! f 4� �. a Length of exposed Roorn dimensions CetIngs • wall Condit. � Option 4.0 8.0 tt 35.0 II 8 44.0 R heat/cool TYPE OF CS HTM Area Load(Btuh) Area Area Area ...,SURE NO. Ng Clg (I" Htg Clg Htg Cig Hag Clg 111g Clg 5 Gross 4444 4444 4444 4444 . ». 4444 .... 4444 als�and •••• 1 4444 4444 4440 .�• 4444 ... ... partitions D d� O O O O O O O O O O — O O 0 O ... ... 4444 4444 ... 4444 •••• 4444 6 Windows and 0 "'• `•'• •••' •••• glass bon 3029 .._. 4444 4444 ...• Heating 0 .... 4444 4444 4444 � D •• O 0 4444 •414, 6444 4444 0.0 .. 0 .... 4444 ••■• 4444 0.0 .. 0 4444 1641111 •1•• 7 Windows and North 0.0 4444 "•• '14• •••• glass doors 0.0 °•• ••'• •••• 6.66 I 1 Coo8ng 578 A 4444 • A •••• .••• ••• SEJSW SOUth 0.0 28.8 .. • ::.. •••• .::: 8 Other doors m Li V 0 0 0.0 00 0 0 0 0 0 O 0 9 Net 12.2 1 1775 exposed 0.0 0 walls and 0.0 0 IRS 0 0 O O O 0 O 0 ..,. 0 10 Ceilings a 180 b 160 c 160 d a Of et P• 00 0 0 . 00 N Hl•i 00 CD 0 0 0 0 0000 N t. 0000 1 11 Floors 19.4 765 0 00000 A A (Note: room 1 0 01 perimeter u 0 0 00 0 0 0 0 0 0 0 0 0 0 for stab 0 0 floors) 0.0 1 12 Inlltralion a 15 5 5.7 135 2093 13 Subtotal loss =6.8..•11+12 "•• 7801 •••• "" 6 .6 6 •'• ••44 6.64 6.66 Less external heating ••'• 01 •'•• ••• •••• 4444 •••• 11444 6144 L ess transfer •• 0 ••" 6446 6 • ^• • "• ••• ••• 14 Duct loss 0 0 .•.• •i 6.4 y •■• .." 15 Total loss =13 +14 • ~• 7801 •••' . • �.. 6.66 •• 16 Int. gains. People © 300 0 ' •-• 0 4444 4••• •4114 APPI g 1200 0 •••• 0 6.66 6.66 •660 17 SubtolRSHgain- 7.8...12.16 "•• •'•• 91751 ••'• ••'• •' ••• 6.64 •'46 Less external cooling 64.6 6.66 0 • '•4• ••• 6.66 ••. 4444 18 Less transfer Duct gain • "• .... 0 • •• • "• •• •• 0'4 '' 0 4 •• . • 6.66 " /d ••" • • • •• 6444 19 Total RSH gain= (17+18)'PLF 1.25 ' ^• 11469 •••• • • •••• ZO Air required (Om) ^•• 481 613 •••• •••• •••6 RIGHT•J WORKSHEET Zone 2 East rest Dade Air conditioning 4219 SVV 7414t AVenUe. Miami, FL 33155 phone (305) 9984511 Printout certified by ACCA to meet all requirements of Manual J 7th E4. w rsghtsO Ft Rigra - Suite Resnermat^• 5.0.33 RSR24577 • ACCA C:\My DocumerdslWngl4so8 HVAC1West Dade AC\Seck Residence/sr Job: 2557 Page 2 TWA CC n11,91011 REQUIRES; WEST DADIE A1C,INC. 8231 S.W. 137 TERR. MIA. FL. 33143 PH. (305)88 8 -3511 FAX (305)598 -6308 SCALE: N -T -S APPROVED Y . STATE LICI #CAC0-32393 DRAWN BY IRAY LOPEZ DATE: 09.24 --M; REVISED McCAUGHAN RESIDENCE . 860 N.E. 99ST. MIAMI SHORES FL. • . LEGAL DESCRIPTION WEST 112 LOT 5 & LOT 6 MIAMI SHORES FL. DRAWING NUMBER TWA CC n11,91011 REQUIRES; YES r-4, o� z4 DUCT SMOKI3 DETECTOR FIRE DAMPERS) SMO E DAMPER(S) FIRE RA.TFD ENCLOSURE • t/ . V.IVE RATED . ROOF /FLOOR Cliff :ANC) ASSEMBLY. •• * . . • FIRE STOPPING _ �* SMOKE CONTROL . . t/ ELECTRICAL DATA ZONE1 CIU: MIN. FUSE 30130 MAX.FUSE 40140 NH: MIN. FUSE 53.4159.6 MAX.:60160 ZONE #2 CIU: MIN.FUSE 30130 MAX.FUSE 35/35 NH: MIN.FUSE 53.4159.6 MAX.:60160 ;ge f ' &A - h b .� L►'h'f9 O4 E @-t /log/Se // /d C6/)e A/C DISCONNECT 0 FLOOR PLAN 7 ti AIR HANDLEER MOUNTED AN AN AIR HANDLER STAND MADE OF 1 "X1 STEEL TUBE 18' TALL CONDENSERS MOUNTED ON A 3' SOLID CONCRETE SLAB SECURED TO SLAB WITH STEEL L- BRACKETS CONNECTED WITH SPIKE ANCHORS DUCTWORK 1'5' R -6 INSTALLED R -VALUE HUNG TO CODE SPECIFICATIONS , REFRIGERATION LINES 318 LIQUID 1 118 SUCTION 112' INSULATION ON SUCTION LINE DRAIN 314 SCHEDULE 40 PVC HUNG UNDER FLOOR A /C; EQUIPMENT AIC# 1 CIU: RAMB042JAZ A/H:RBHA21J11 SEER: 12.40 BTU:41.0 SENSIBLE :29,3 AIC #2 C /U:RAMB03QJAZ A/H:RBHA17J11 SEER: 12.4 BTU:29.8 SENSIBLE:21.4 r logy 4 ' GL'M SCALE 1/4' - 1' -0' grolg Ov ?lfS /ox I I 1 's (0? jt wo g, aq, � 7' -8' 1 _ /axle_ 1 ExIS' ELEC A/C DISCONNECT ' H - , Ex :ST ELEC PANE_; CONSTRUCT NEW CONC. BLK. WALL TO MATCH ELEV. OF EXISTING 3040 WINDOWS ABOVE INSTALL P T, 4 X 4' POSTS 4 x 6' C'PRESS BM. POUR CCNC SLAB TO MATCH ELEV OF EXISTING FLORIDA RM. 1 REMOVE EXISTING WALLS INSTALL P.T. 4 X 4' POSTS BOLT POST TO WALL W/ \ • 579' x 6' RCER RAVL 'LOK -BOLT' CR EDUAL SLEEVE ANCHORS 2 24' CC. COUNTERSINK BOLT HEADS d �c VEEP 71 -- - 65 - > ° S 11 d/ /1 11 v ?-* o S�.� , 2.201 71 ,....-- 0 50 2I I• 22 1, r. 23 5 v ?-* o S�.� 1°) ° Property Street Address: 860 N.E..99th. St., Miami Shores, Miami -Dade County, Florida. 1.--‘1 is a 3 � =.1 S—vey 2.— 3 �`� - c s ] _ ^s �oGb -� lob M aP r .:L• ALBU(T BArrrnlEW1Y, Professional Surveyor Registratiot, t'O. 2253 LI STATE OF FI.�IDA. JOB NO.: 2001 -5 -46 DATE: March 31, 2001 LEGAL DESCRIPTION: Lot 6 and the West 1/2 of Lot 5 in Block 72 of MIAMI SHORES SECTION NO. 3, according to the Plat thereof as recorded in Plat Book 10 at Page 37 of the Public Records of Miami. -Dade County, Florida. ' LLND a a. -Clc o/S OFF Lam - E ni P.N.. FANG NAIL • ISk."rrER (M) - MEASURED (C) -USED t - �1 �t LNZ • K.. SIDEWALK W.v.- V7LVE W.M. WATER rcru PRCFCR Y LIKE C.L.F. - CLAW FENCC t - C=1" tt2 tf2rr LLNE O. A. U. C. • OVEN T 17r AD Lrrr cxas AM ' A/C - A CXtDITILt • - RTQT7 O WAY N.T.S.• NW TO SCALE W. F.■ KXDEi FENCE F.I.P.- PC 1/2" IRrN PIPE' S.I.P.- s£r 1/2" IRON PIty S.N.D. - SET NAIL AND DISC ."E • MA LII E CH C.B.- CAT aASD( ` U.E. - UTILITY FAT (L.D.). AS PER LPL P1:':IIN 0 IATT. - (7D TrAI rX 3 Es (P). AS t RECORDED PLAT F.D.II.- :LUC L12IIS. lrJ.2 =CRETE CFETE 8 LzL SITUC1GrE L.F.IS IC H= FLOOR ELEVATION TIUN P.C.P. - F 75A1tc`C OC:7 7L Klan. P.R.M.- PFS"11��r RF_r..E & ecui-,wr F.a.V.D.- NATI' T CLOG r1 AP L DATU9 /1\. C�..:CRAI, k CLE R.. RADIUS - vl,^rx. -rr ARC A.. A DIS N cI . - CHORD ^? �'?T _^{ P.C.. P"LNT CF CiF A^LRE P.T.. PC D T OF TAI XY M- D.C.E.M.- MIR'II -DACE T: CAN BaNCH !'SRC D.M.E.- MALNAGE 1'ALtraN+. EASa S:fr This Survey is Certified to: John B. McCaughan and Patricia Malloy McCaughan; Stuart A. Lipson, Esq.; Attorneys' Title Insurance Fund, Inc. FLOOD INFORMATION: FLOOD ZONE X 4 INSURANCE RATE t�afl f 120652 -0093 K (7/17/.1995) . —at N G (13290) seal c:f a - - - Lott..] L- icen , a S ive w- and M+ap r ('=less h'm^__Se 7 ) 37, Miami -Dade County Public Records 3. y valid 1.�`± �e si . _e r 3 e r:np tee: 4 .- ri i s Sr ve 3�e r _ S . -Pepe D61,,e=s1-' - L=S - Z cc.-7 ' ng to the ; -+ ^t l of '_ 6.North Arrow shown is as per Plat Book 10, Page • • I 1-t;.,15•Y Ctx11rY: PLAN OF SVRVcY of the abave descrLSed Fro is true uiC ratT to the bet of my kr,c, 1edpe and tas.&d as rxerdty surveyed ao4 puctled cu1.dC try die- .boy:; also thud there are not a .5m- gro+srd err=ors is other than thou further ; may t surrey err t s e ttknkm � d nv Tenl:al Standards a rotth try the Ronda Fioarn of F slonai Land Surve-yo s 41017-6, PorSda Administratrrs Cods, pursuant to SsctI n LT?-CJ Raids Status:. ALBERT BARTHE EMY, P.S.M. 12735 S.W.. 34th. St., Miami, Florida, 33175 Mawar Ph. 305 -221 -3663 Fax 305 -221 -6317 Beeper 305 - 880 -6016 • 2(/ L ALL o �utaUG� 997H• ST R = = f 2o �s�l a�T 7 2. vA 1- 1 12,`��(D,8 'Goi4G, EwbL,<. • 7 2 ' (H) Ff (I') 1"), ' 0 m oN E DCL�' cove, STEP, PVC 11n ),z . ('-r � 1 IN 11,4 C jV , N ( ) 4 (P) `DRUG PP'I J ' L� L'N• r • ., : -r is ALLay� r { p �� � ,Iv�' 3 1/\ ueld pc 6 'CHAP Tp "t7L »Q]IST Tp' S tI, OR GIR r Tt NAtt. . ,ZING UJ 3fi TO ti NAr EAC84. Jts O'`JOISY Td SRL t1R TOP PLATE.. T9t f n. TO BAND Q1$T FACt~ $A t. IrnoIdS,HE9Af,Et► . ftco t3,�.K,11$ 1 PPi -Of I9t NA, 1 . IIPPCNTIILLSItipt C sf OP%, Q 'VF, P tT • Anirt 11 ,AAETf-" 1 tNfl .tAC $d COMMON 16a CW440N I6d COM14 p T r. MAX. . NUM@ Ol - $TORIES _, : MAX HI %IGI-t IN, FEEJ' MAX. .ALLOWABLE ARIA ' 16 66; COtt iR2UCT oN. , TYPES TYPE VF WIND LOADS^:. CLASSIFICATION OF UILOINGS OCCUPANCIES C.3 • R -. RESiO.N11AL ERAI. BUILQINO LIMITATIONS TABI,E 500 ACTU At 2 1 40' 7000 Ir ''47 • IN COMPLIANCE. Wt1H,:19p7 SS8C DESIGNED FOR 136s .MPH WIND VELOCITY DESI G N STUDS TO SaLE PLATE, END NAIL. V90D STRUCTURAL PANEL SUBFLCCRING 133132', t12', 7/16' 19/32', 3/V 13/32', 1/2', 7/16' VOW) ST. TUR% PANEL ROQf 1 VAIL SHTG. AND PARTICLE CARO SHTG 1/2' QR LESS 19/32" GREATER 3/16'- 1 19/32' - )/4' FIBERBOA SHTG. 1/2' RE 1/2''STRy1URAL 23/32. 3)UC TURAL GYP Stn J1TG.' 1/2' 3/8' 1 ALL BOARD E BOARD SIDING 1/2' D LAP S1DING- O STUDS' A LAP SIDING• EATTIING PANEL SIDING- . a STUDS D' ATHI t. SIDING- cRi 16d COMMON 6d COMMON, . ANNULAR CR SPIRAL THREAD 8d COMMON OR 6d ANNULAR 6' Q.C. EDGES 6 12' QC. CR SPIRAL THREAD INTERMEDIATE l0d COMMON OR 8D ANNULAR OR SPIRAL THREAD 16 GA. GALV. VIRE STAPLES, 3/$.' MIN. CROVN, 1 3/8' LENG.Tif. 16 GA. GALV. VIRE STAPLES, •2 1/$' at EDGES 1 4' t1.0 3/$' MIN. CROVN,. 1 3/8' INTERMEDIATE LENGTH 6d COMMON 8d COMMON 16 GA. GALV. VIRE STAPLES, 4' QC EDGES 1 5' QC. 3/$' MIN. CROVN. LENGTH Of INTERMEDIATE 1' PLUS VOOD STRtJCT. PANEL OR PARTICLE BD. THICKNESS 16 GA. M.V. C VIRE STAPLES, 2' O.C. EDGES 1 5' C. 3/$' MIN. CROVN. LENGTH OF INTERMEDIATE 1' PLUS VOQD STRUCT. PANEL OR PARTICLE BA THICKNESS 6d CO19itM NAIL CR 11 GA. GALY, 6 N AIL. D 1 1/2' LONG 8d COMMON NAIL OR 11 GA. GALV, ROOFING` NAIL 1 1/2' LONG V/ 7/16' HEAD 11 GA. 1 1/2' GALV. 7/16' HD. 13/8' DRYVALL NAIL 1 1/2' DRYWALL NAIL 6d' 8d'CCRRO$ION- RESISTANT W MIN. SHANK DIAMETER Of 0.099' INCH AND )1114 HEAD DIAMETER Of 0.240 INCH- • 10d RESISTANT V/ MIN: SHANK DIAMETER Oi 0.099 INCH AND MIN. HEAD DIAMETER or 0.240 INCH 2 EA. END U0 ERIA 6' QC. EDGES & 12' O.C. INTERMEDIATE 6' Q,C. EDGES & 12' C.c. INTERMEDIATE 4'0,C. EDGES & 7' O.C. INTERMQDIAIK 6'. (1.C. DGES ia' a.c. INTERMEDIATE 6' d,C, EDGE$ 1 12' QC. INTERMEDIATE 6' O.C. AT EDGES, t2 O.C. AT OTHER BEARING AREAS 3' d.C. AT EDGES, 6' a.C. AT OTHER BEARING AREAS 8d CO*GN NAIL at 11 GA. 3' 0.0 AT EDGES, 6' O.C. AT GALV. ROOFING NAIL 1 1/2' OTHER BEARING AREAS LONG V/ 7/16' HEAD 4' ac. AT EDGES, 8' QC. AT OTHE BEARINGS 11 GA. 1 3/4' GALV. 7/16' HD. 4' Q.C. AT EDGES, 8' O.C. AT OTHER BEARINGS 7' QC. QN CEILINGS 8' Q.C. ON VALLS 7' Q., ON CEILINGS 8' a, , al VALL$ E O RQSION RESISTANT NAILS-6' C.C. A DGES, Si 8' aC AT INTERMEDIATE SVpPCRTS, NAILS SHALL HAVE A MIN. EDGE DISTANCE Of 3/8' CORROSION RESISTANT NAILS-6' O.C. A EDGES, 6 8' Q.C. AT INTERMEDIATE EDGE • DISTANCE Of 3/8' SHALL HAVE A MIN CtSION RESISTANT NAILS-6' C.C. A EDGES, 1 8' lC, AT INTERMEDIATE EDGE DISTANCE Of 33/ HAVE A MIN. 16' O.C. AT , TOP 6 $OTTCH EDGES 16' t7.c. AT TOP 1 BOTTOM EDGES 64'CORROSION- RESISTANT 6' ao. AT EDGES 1 12' O.C. V/ MIN. _ SHANK DIAMETER AT INTERMEDIATE SUPPORTS Of 0.09a INCH AND MIN. HEAD DIAMt TER a, ¢ 2a, INCH 84 RESISTANT 6' O.C. AT fO�GES 1 12' a.0 V/ MAE SHANK DIAMETER AT INTERMEDIATE SUPPORTS Of 0.092 niQH AND MIN, HEAD DIAMETER Cr 0226 INCH RRBdARD S 1TG MAY, $ STAPLED USING "16 GA.' 11A V STAPLES 1 LONG VCR 1/2' SHTG. 1 i 1/2' LGNG FOR 23/32' y i d d. STAPLES �. .H MI6,, CRG a ' 7/16' AND SPACED 3' Q.C. AT EDGES 6 6' a.C. AT OTHER BEARINGS. r�rA .L NAILS JtiALL CONFORM TO ASTM C 314 APPE,TED. 14 3/$' NEr VOOD�SHTG 13/32` VOTO STRUCTURAL PANEL OR 1/2' PAATICLEBQARD S1ttG. � - 6' AT ' ETC, AT INTERMEDIATE T NNAA S SHALL 1 RESISTANT NAILS SPACED 6 IC. A EDGE 1 8 ERM E SUPPORTS. IL HAVE A otstAKe of 312'. It;D Tt1 ST1iDS $ACED 6' O.C. MAX w DIRICTLY T1$ STUDS SPACE 24' I1C. NAX. aR SPKR/4 THREAD NAILS FOR COMBINATION SUBFLOQR/UNDERLAYME';,NT ( SINGLL FLOOR ) Mutt , BC Of SUfrICIENT LENGTH TO ACCOMMODATE THICKNESS Of SIDING AND SWIG. If USED, AND ALLOY MIN. PENETFAATION or 1 112' 1' VOID STRUCTURAL PANELS, 12' O.C. INTERMEDIATE NAILING SHALL DE PERMITTED n ir /2 n TO THE BEST OF MIY KNOWLEDGE THESE PLANS ANO SPECIFICATIONS COIMPLY WITH THE APPLICABLE MINIMUM BUILDING ( COOES AND APPLICABLE SAFETY STANDARDS AS DETERMINED BY THE"' IRE OoCC L AUTHORITY IN ACCORDANCE WITH CHAPTER 553./9 (7) (d) AND CHAPTER 633, LAWS OF FLORIDA. CONTRACTOR TO V'ERIFY ALL DIMENSIONS PRIOR TO STARTING ANY CONSTRUCTION. IN THE EVENT ANY DISCREPANCIES OCCUR THAT AFFECTS CONSTRUCTION, NOTIFY THE f. ARCHITECT FOR CLARIFICATION. SOIL BEARING CONCRETE STEEL REINFORCING STEEL GRADE 40 W000 FRAMING COMPACTION TERMITE TREATMENT ALL SOIL TO BE TREATED WITHIN THE BUILDING LIMITS ANO A CERTIFICATE ISSUED PRIOR TO INSTALLING CONCRETE SLABS ON GRADE. VAPOR BARRIER DOWELS - 0) RES, IF r THE VALUE USED IS 2000# P.S.F. FOUNDATIONS /SLABS ON GRADE 2500 P.S.I. 0 28 DAYS BEAMS /COLUMNS /STRUCTURAL SLABS 3000 P.S.I. 0 28 DAYS ALL W000 IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. STRUCTURAL WOOD MEMBERS SHALL HAVE A FIBER STRESS OF 1100 P.S.I. SOIL TO BE CLEAN, FREE FROM DELETERIOUS MATERIAL AND COMPACTED TO 98X STA. PROCTOR A 0.06 MIL VISQUEEN VAPOR BARRIER TO BE INSTALLED IN ALL BUILDINGS THAT HAVE CONCRETE SLABS ON GRADE. Pas) #5 0 TO BE INSTALLED FROM FOOTING TO BOND BEAM WITH THE CORES FILLED SOLID WITH CONCRETE. AN INSPECTION HOLE AT THE BASE WILL 8E MAINTAINED UNTIL INSPECTED. ENC MARK CIV.IL i N TO DAWINGS DESCRIPTION A R C H I T E C T U R A L Al REV ODEL PLAN • 1 O C 0 25 b y) 0A 2 tIA •L ('J O U N O 0 c�J if) U n J 2500 PSI, 4" THK. CONC SLAB W /6X6, 10/10 W.W.M. OVER 6 MIL VISQUEEN, LAPPED 6" AND TAPED, ON CLEAN, TREATED AND COMPACTED EARTH FILL. 0 TYPICAL WALL SECTION T-8' ROOF EDGE L,J RIDGE ZONE 11 8d NAIL @ 6' C.C. AT EDGES AND 12' C.C. @ SUPPORTS ZONE 21 8d NAIL @ 6' D.C. AT EDGES AND 6' O.C. @ SUPPORTS ZONE 31 8d NAIL @ 4' D.C. AT EDGES AND 6' O.C, 2 SUPPORTS (OPTIONAL - #8 ANNULAR NAILS) ROOF SHEATHING NAIL LONE 1 0" REFERENCE EL$' FOUNDATION PLAN PLAN EXISTING CONC. BLK. WALL 2500 PSI CONC. SLAB 'd / 6' X 6', #10 X #310 W M. 6 MIL VISQUEEN CLEANED, TREATED, COMPACTED EARTH FILL N P DE ;t- ROOF EDG, 5' AS R 2 0 SCALE! 1/4' - 1' -0' SCALE: 3/13' = 1' -0' I �J 0 QUIRED #50 FROM FTG. TO BOND BEAM FILL CELLS SOLID 8'0" O.C. MAX SPACING do BOTH SIDES ALL OPENINGS GREATER THAN 6'. MAN LAP 40 DIAMETERS. ALL REBAR TO BE HOOKED, TIED AND GROUNDED UILT -UP GRAVEL ROOF TO MATCH EXISTING 1/2' CDX PLYWD SHTG, W/ PLY -CLIPS 4 X 6' RAFTERS @ 24' O.C. HURRICANE CLIP EA, RAFER SIMPSON H -3 CR EQUAL EA. RAFTER DRIP & GRAVEL STOP 4 X 6' CYPRESS BM. SIMPSON PC44 OR EQUAL EA. POST 3040 ALUM. WINDOWS & SCREENS P,T, 4 X 4' POSTS BEYOND SIMPSON ABU44 OR EQUAL EA POST KNOCK -OUT BLK. COURSE `d/ #50 CONT. - POUR SOLID `. J/ 3000 PSI CONC. #50 VERT , FROM FTG. TO BOND BM. FILL CELLS SOLID @ 8'0' 0.C, INSPECTION ACCESS 1 u t C. 2500 PSI CONC, FTG. (2) #50 CONTINUOUS I o " X 2-0 V 0 , j t t i FLOOR PLAN 4'X8'! J 4.• , __ / / / / / / / 6 „ X10' 6 64 1 1 1 6'x10' 1 8'X12' 8' E I 1 1 SCALE1 1/4' - 1' -0' 12' 8'X12' 8' T r y2 , • 16' • T 24' X 24' R/A 8'X12' 12' REPLACE EXISTING WINDOWS INSTALL A/C SYSTEM 6'X10' o _ I 1 3 0 L 3 J J 3 %� ca W Z Q W 0 X w 6'X10' AEI 7 ' -8 ' EXIST ELEC � n PANE; CGNSTRLCT NE`d CGrNC. BLS( BALL TO `'ATCH ELEV GF E /!STING, 3040 `dIND0`dS ABOVE INSTAL 2 4 X 4' POS 4 X 6' CYPRESS BM. POUR CONC, SLAB TO MATCH EL EV. OF EXISTING FLORIDA RM 0 REMOVE EXISTING W ALLS INSTALL P . 4 X 4' POSTS A/C s1SCGNNECT EXIS T :LET ' 1 -`t 0 0 5 CC U j Q ct a W () O (D U W O F- O v W CC 0 Q W 0 CV CN W H - J (n (f) r; r CL r; cc r . a 0 (' J te , r1- ' J ( fJ CJ r J U, 41, d LO J -_r 6 _,1 , g - r2.0. 000 (Aik- t I I "" 8,T2tZs tjO LIT Oz)-f (27tLcv.2 %* tsu v el • I ENtWria 3'12kaopt...1 oidvASIT **SP t e e,g) cp—* t ,164. A.43_ lqadroPre- gg3, it b GIZArgi n 241 i‹gfroor ttNL cf--)12.0 4 121 SC:0 Z91 9. ; E`e<dtwV OeD (1) 1 '30 1.1 2 30 W _ %So? af za cyrpt,tertzgri kim 4 cl) z 4 6G I, jL Ar CODE REVIEW CHAPTER 3. CLASSIFICATION' OF BUILDINGS OCCUPANCIES 0 R RESIDENTIAL CHAPTER 5. GENERAL BUILDING LIMITATIONS MAX:e. NEMO. OF ,$TORIES,: ' MAx HEIGHT IN F T � . MAX. ALLOWABLE AREA CHAPTER 6. CONSTRUCTION TYPES q TYPE w SECTION 1606. WIND LOADS CONNECTION BAND. JOIST TO SILL OR TOP PLATE, TOE NAIL JOIST TO BAND JOIST, FACt NAIL. JOIST TO SILL OR GIRDER,: TOE NAIL BRIDGING TO JOIST, TOE NAIL EACH END LEDGER STRIP SQC.0 (LATE TO JOIST QIt DtOCKING, FACE NAIL TOP; OR sc$ i LATE=TO STUD, END NAIL 3TUD To'sotes .PRATE, Tag NAIL pOU$L..ED ~ 3TUD3' + rat( NAIL DOUI{LI0 LOP TES, FACE- NAIL TOP • PLATES, LAP & INTERSECTIONS, FACE NAIL CONTINUOUS HEADER', TVO PIECES l.G. JOISTS. TG PLATE, TOE NAIL. CaNt. 1TEADER T13 tlUD, Tot NAIL CLG. JOISTS,' LAPS UVE> t PARTITIONS, FACT: NAIL CLG 'JOISTS TO PARAL RAFTERS, FACE NAIL RAFTER TO PLATE, TOE NAIL. c $RACt TO EACH STUD f & PLATE. FACE NAIL , k $ oft VS* ' SIiTG TLS EA. )3EARING, FACIC NAIL OVA 1'X SH* t TO CA BEARING, FACE NAIL BUILT UP, CORNET#`S Tuns - BUILT' UP GIRDER$, ¢ B1;AMt. OF THREE MEMBERS PLAN)(' " 2 40' 7000 TABLE 500 ACTUAL IN COMPUANCE WITH 1997 SSBC DESIGNED FOR 130 MPH WIND VELOCITY FASTENING SCHEDULE FASTENER 8d 16d COMMON 84 COMMON 84 COMMON 16d COMMON 164 COMMON 16d COMMON 84 COMMON 104 COMMON 104 COMMON 16d COMMON 8d camaie 84 COMMON 8d COMMON 8d COHNON 8d COMMON 8d COMMON 164 COMMON 204 COMMON 164 COMMON zv r i f dl 'L'LZ Z -ro-TAL. NUMBER OR SPACING 6' OC. 3 3 2 3' AT EA JOIST 16' at 2 4 24' O.C. 16' O.C. 2 -16d OR 3 -10d COMMON 16' ac. ALONG EA. EDGE 3 3 -16d OR 4 -10d COMMON 3 -16d OR ,4 -10d COMMON 3 32' at AT TOP & BTH.. AND STAGGERED 2 ENDS & AT EA. SPLICE 2 EA. BEARING JESIG\ STUDS TO SOLE PLATE, END NAIL VOOD STRUCTURAL PANEL SUBFLOORING 13/32', 1/2', 7/16' 19/32', 3/4' 1', 1 1/81 11 /3a 1/2', 7/16' 19/32', 3!8' VOOD STRUCTURAL PANEL ROOF & VALL SHTG. AND PARTICLE BOARD SHTG 1/2' OR LESS 19/32' OR GREATER 3/16'- 1/3' 19/32' - 3/4' GYPSUM SHTG. 1/2' 1/8' FIBERBOARD SHTG' 1/2' REGULAR 1/2' STRUCTURAL 25/32' STRUCTURAL GYPSUM VALE BOARD 1/2' 5/8' PARTICLE BOARD SIDING 5/16' - 1/2' 5/8' 5 3/4' 6 HARDBOARD LAP SIDING - DIRECT TO STUDS HARDBOARD LAP SIDING - OVER SHEATHING HARDBOARD PANEL SIDING - DIRECT TO STUDS HARDBOARD PANEL SIDING - OVER SHEATHING NQ TESI c 16d COMMON 6d COMMON, ANNULAR OR SPIRAL. THREAD 8d COMMON OR 6d ANNULAR 6' O.C. EDGES & 12' O.C. OR SPIRAL THREAD INTERMEDIATE 104 COMMON OR 8D ANNULAR 6 O.C. EDGES & 12 O.C. OR SPIRAL THREAD INTERMEDIATE 16 GA. GALV. VIRE STAPLES, 4' O.C. EDGES & 7' O.C. 3/8' MIN. CROWN, 1 3/8' INTERMEDIATE LENGTH 16 GA. GALV, VIRE STAPLES, 2 1)2 (lC. EDGES & 4' O.C. 3/8' MIN. CROWN, 1 5/8' INTERMEDIATE LENGTH 6d COMMON 8d COMMON 6d COMMON NAIL OR 11 GA. GAIN. ROOFING NAIL 1 1/2' LONG V/ . 7/16' HEAD 8d CCMHQN NAIL OR 11 GA GALV. ROOFING NAIL 1 1 /a' LONG V/ 1/16' HEAD 8d COMMON NAIL OR 11 GA. GALV. ROOFING NAIL 1 112' LONG V/ 7/16' HEAD 1 3/8' DRYWALL NAIL 1 1/2' DRYWAL NAIL 8d' Z I T E R 2 EA. END 6 O.C. EDGES 12' O.C. INTERMEDIATE 6' Q.C. EDGES & 12' ac. INTERMEDIATE 6' O.C. EDGES & 12' ac. INTERMEDIATE 16 GA. GALV. VIRE STAPLES, 4' 0.0 EDGES & 5' ac. 3/8' 141N. CROWN. LENGTH OF INTERMEDIATE 1' PLUS VOOD STRUCT. PANEL OR PARTICLE BD. THICKNESS 16 GA. GALV. VIRE STAPLES, 2' D.C. EDGES & s' OC. 3/8' LAIN. CROVTI LENGTH Cr INTERMEDIATE 1' PLUS VOQD STRUCT. PANEL OR PARTICLE BA THICKNESS 7' ac. GM CEILINGS 8' Q.C. ON VALLS 6d' CORROSION- RESISTANT 6' O.C. AT EDGES & 12' QC. V MIN. SHANK DIAMETER AT INTERMEDIATE SUPPORTS OF 0.092 INCH ANTI MIN. 1-(AD DIAMETER Cr 0.225 INCH 8d'CORROSION-RESISTANT 6' O.C. AT EDGES & 12' O.C. V/ MIN. SHANK DIAMETER' AT INTERMEDIATE SUPPORTS OF 0.092 INCH. AND MIN, HEAD DIAMETER Of 0225 INCH A 6' O.C. AT EDGES, 1a' Q.C. AT OTHER BEARING AREAS. 3' D.C. AT EDGES, 6' at. AT OTHER BEARING AREAS 3'. O.C. AT EDGES, 6 O.C. AT OTHER BEARING AREAS 11 GA 1 1/2' GALV. 7/16' HA 4' O.C. AT EDGES, 8' O.C. AT OTHER BEARINGS 11 GA. 1 3/4' GALV. 7/16' HD. 4' O.C. At EDGES, 8' 0.c. AT OTHER BEARINGS 7' UC. ON CEILINGS 8' O.C. ON VALLS r -- CORROSION RESISTANT NAILS -6' O.C. A EDGES, & 8' QC. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN. EDGE DISTANCE OF 3/8' CORROSION RESISTANT NAILS-6' O.C. A' EDGES, & 8' at AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN. EDGC DISTANCE OF 3/8' ORRQSION RESISTANT NAILS -6' O.C. AT EDGES, & a' ac. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN. EDGE DISTANCE OF 3/8' 8d'CORROSICN- RESISTANT 16' ac. AT TOP & BOTTOM EDGES V/ MIN. SHANK DIAMETER OF 0.099 INCH AND MIN. HEAD DIAMETER or 0.2 40 INCH 10d RESISTANT 16' QC. AT TOP & BOTTOM EDGES V / MITI SFiAIJK DIAMETER OF 0.099 INCH AND MIN. HEAD DIAMETER OF 0.248 INCH 2 4 FIBERBOARD SHTG MAY BE STAPLED USING 16 GA. DALV. STAPLES 1 1/8' LONG FOR 1/2' SHIG. & 1 1/2' LUNG FOR 21/32' SHTG. STAPLES TO HAVE H1N, CROWN OF 7/16' AND SPACED 3' ac. AT EDGES & 6' UC. AT 0T1+ER BEARINGS. 2 DRyvALL NAILS SHALL CONFORM TO ASTM C 514. 3. SIDING APPLIED TO 5/8' NET VOOD SHTG, 15/32' VOOD STRUCTURAL PANEL OR 1/$" PARTICLEBOARD SHTG. 3 4. CORROSION- RESISTANT NAILS SPACED 6' 11C. AT EDGE & 8' Q.C. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIDI EDGE DISTANCE OF 3/9'. 24• d.0 5. SIDINQ APPLIED TO STUDS SPACED 16' at MAX. 6. S1D1Nd APPLIED DIRECTLY TO STUDS SPACE 24' OC. MAX. 7, USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT C SINGLE FLOOR ) 8 NAIL MUST BC Of SUFFICIENT LENGTH TO ACCOMMODATE THIC.ANESS OF SIDING AND SHTG. IF USED, AND ALLOY MIN. STUD PENETRATION OF 1 tie 9. FOR 1' VIM STRUCTURAL PANELS, 12' O INTERMEDIATE MAILING SHALL BE PERMITTED NEM fl(?R 1/2 CONCRETE WOOD FRAMING COMPACTION TERMITE TREATMENT &DO H.E. 99 5TME:1 TO THE BEST OF MY KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND APPLICABLE SAFETY STANDAROS AS DETERMINED BY THE E pG AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 (7) (d) AND CHAPTER 633, LAWS OF FLORIDA. STEEL REINFORCING STEEL GRADE 40 VAPOR BARRIER A 0.006 MIL VISQUEEN VAPOR BARRIER TO BE INSTALLED IN ALL BUILDINGS THAT HAVE CONCRETE SLABS ON GRADE. SOIL BEARING THE VALUE USED IS 2000# P,S.F SOIL TO OE CLEAN, FREE FROM DELETERIOUS MATERIAL AND COMPACTED TO 98X STA. PROCTOR ALL SOIL TO BE TREATED WITHIN THE BUILDING LIMITS AND A CERTIFICATE ISSUED PRIOR TO INSTALLING CONCRETE SLABS ON GRADE. asoospommorogpo CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO STARTING ANY CONSTRUCTION.' IN THE EVENT ANY DISCREPANCIES OCCUR THAT AfFFL:CTS CONSTRUCTION, NOTIFY THE ARCHITECT FOR CLARIFICATION. FOUNDATIONS /SLABS ON GRADE 2500 P.S.I. ° ® 28 DAYS BEAMS /COLUMNS /STRUCTURAL, SLABS 3000 P.S.I. ® 26 DAYS ALL WOOD IN CONTACT WITH.. MASONRY OR CONCRETE SHALL PRESSURE TREATED. STRUCTURAL WOOD MEMBERS SHA .L HAVE A FIBER STRESS OF 1100 P S.I. DOWELS #5 0 TO BE INSTALLED FROM FOOTING TO BOND BEAM WITH THE CORES FILLED SOLID WITH CONCRETE. AN INSPECTION HOLE AT THE BASE WILL BE MAINTAINED UNTIL INSPECTED. MARK L CIVIL Al IND DESCRIP TI ON - R C H I T E C T U A L. REv ODEL PLA\ Z O z z O 2 Z W O (n m p O O D W O z Et O O cL U W (/) W 0 0 cr W O U N O 0 0 rcr N 0 N N N O N 0 0 O w w O EXISTING P.T. 2 X 5 ' 2500 PSI, 4" THK. CONC SLAB W/6X6, 10/10 W.W.M. OVER 6 MIL, VISQUEEN, LAPPED 6" AND TAPED, ON CLEAN, TREATED AND COMPACTED EARTH FILL. o Io ZONE L 8d NAIL @ 6' 0.C. AT EDGES AND 12' O.C. @ SUPPORTS ZONE 21 8d NAIL @ 6' O.C. AT EDGES AND 6' O.C. @ SUPPORTS ZONE 31 8d NAIL @ 4' O.C. AT EDGES AND 6' O.C. @ SUPPORTS (OPTIONAL - #8 ANNULAR NAILS) ROOF SHEATHING NAIL ZONE I 1 o l i r i, 0' REFERENCE ELQ` 6 ItN MIN. 8' ABOVE FItl. G trot 6 MIL VISQUEEN CLEANED, TREATED, COMPACTED EARTH FILL TYPICAL. WALL SECTION ROOF EDGE RIDGE FOUNDATION PLAN PLAN TIE EA. RAFTER TO EXISTING P.T. 2 X 6' PL. W/ (1) SIMPSON ' 143 OR EQUAL SCALE 3/8' = 1' -0' ROOF EDG 5' , ,#50 FROM FTG. TO BONO BEAM FILL CELLS SOLID 0 4 O.C. MAX SPACING & BOTH SIDES ALL OPENINGS GREATER THAN 8'. MIN LAP 40 DIAMETERS. ALL REBAR TO BE HOOKED, 11E0 AND GROUNDED SCALE' 1/4' - 1' -0' EXISTING CONC. BLK. WALL 2500 PSI CONC. SLAB W/ 6' X 6', #10 X #310 W.W.M. 20' QUIRED UILT -UP GRAVEL ROOF TO MATCH EXISTING 1/2' CDX PLYWD, SHTG. W/ PLY -CLIPS 4 X 6' RAFTERS @ 24' O.C. HURRICANE CLIP - EA. RAFER SIMPSON H -3 OR EQUAL EA. RAFTER DRIP & GRAVEL STOP 4 X 6' CYPRESS BM. SIMPSON PC44 OR EQUAL EA. POST 3040 ALUM. WINDOWS & SCREENS P.T. 4 X 4' POTS BEYOND SIMPSON ABU44 OR EQUAL EA. POST , KNOCK -OUT BLK. COURSE W/ #50 CONT. - POUR SOLID W/ 3000 PSI CONC. HORIZONTAL REINFORCEMENT @ 16' O.C. 9 GA. LADDER -TYPE #50 VERT , FROM FTG. TO BOND BM. FILL CELLS SOLID @ 4'0' O.C. INSPECTION ACCESS FfLL ALL VOIDS IN FOUNDATION W/ CONCRETE _ 2500 PSI CONC. FTG, W/ (2) #50 CONTINUOUS A/C A/C DISCONNECT 9 MID FLOOR PLAN I -1/2 .TON 1 i •• 600 CFM AVH 4 ' ■ 10'XI0' 10'x8' SCALE' 1/4' - 1' -0' = t= E = = : 0e0 10'X10' 4 WAY i koe '‘e (..? A ' 8' 10'X10' 14'X14' 10'X10' 4 WAY -UTURE 2 -1/2 T A /H 1000CFM 10'X10' II! 1 I i• f 01 10'X10' 3 WAY 7 ' - f cT ro EXIST. ELEC, PANEL CONSTRUCT NEW CONC. BLK. WALL TO MATCH ELEV. OF EXISTING 3040 WINDOWS ABOVE INSTALL P.T. 4 X 4' POSTS i POUR CONC. SLAB TO MATCH ELEV. OF EXISTING FLOljIDA RM. r A/C 4 X 6' CYPRESS BM. REMOVE EXISTING WALLS INSTALL P.T. 4 X 4' POSTS BOLT POST TO WALL W/ 5/8' X 6' 'LOK -BOLT' OR EQUAL SLEEVE ANCHORS @ 24' O.C. COUNTERSINK BOLT HEADS A/C DISCONNECT EXIST, ELEC, METER s. 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