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PLANS43:‘2003 AgegralwindowsiA-1,dwg, 5/12/2003 12:3925 AM, 1:48 1 4.90 ft 1 0.00 0.00 Note: * triter Zone 1 through 5, or 1H through 3H for overhangs. Zane • 0.Cp. 1 1 1.08.0111).(ftA.,2):. • PRODUCT ACEPTANCE N.UM..OER . . Max M1n Mtn' • ;10 1 • 0. •.:'••• 9, 9 02 4 4 03 . .700,94 2- 0306.02 5 024 4 :020 66.83 0 1-110807 •• 4 • 0.70 • -0..41 01-0417.04 0.93 0.96 0.94 Sheet No. COMMISSION NUMBER Exr6TING infPiqPoti NEYi BENCH r■■••• oi•O NOT' 0 PVC 4TX30 NOT IN PERMIT EXITINCi NOT IN PERMIT EXIST. EXISTING KiTCHa4 UNDER THIS PERMIT L Fi DOOR 1106 35 FRENCH DOOR EXISTING Wylt:tAcZl EXISTING FAMILY 8POM PRQRQS:ED WINDOW • LAYOUT $CAO:ti s...P.o• NOT N PERMIT NOT IN PERMIT 72• X60' 12X60' I, _I SCOPE Or WORK: 1. MIS PERMIT IS FOR IHE PURPOSE Pr REPLACING EMTINO WINDOWS AS INDICATE() ON PLAN. 2. NO ALTERATIONS ARE TO BE MADE MTH THE OPENINGS WilHOUr CONSULTING MTH THE ARCHITECT 3. WINDOW INStALLER TO FIELD %On' ALL OPENINGS ANO COMPARE MTH NEW WINDOWS ANO PLAN BEFORE ANY INSTALI.AllON IS PERFORMED 4. REM TO SCHEDULE ON PLAN FOR ALL DESIGN PRESSURES ANO THE WINLOAD CALCULATIONS ATTACHED _ TO PM 4-10" WINDOW 110:3 3rx50 5/8 t.O.EPtc? EXITING CLOSET. EXISTING tcOm rtirli...1 MANIC 01.11 DATE; MICHAEL A. SCAWZZO ARCHITECT UCENSE NO. AR 0004956 1 w z 0 OWNER/CONtAci (RAN ALLEGA 1160 NE. 08TH $111E MIAMI SHORE, FLORIO PHONE: (768)229-me COMMISSION NUMBER E-18-03 G:S2003\Fran Alfegra'A- 1.dwg, 5/11/2003 2:12:49 AM, 1:48 48'X38' EXISTING EXISTING KITci -BEN UNDER THIS PERMIT 3 EX1$T. gNT81— 72 "X60' 72 "X60' J EXI6TING LIVING DOOM NOTE: CABINET MANUF. TO SUBMIT DETAILED SHOP DRAWINGS TO THE ARCHITECTS OFFICE FOR REVIEW PRIOR TO FABRICATION ANO OR INSTALLATION EXI3TINC FAM ILY ROOM 72 "X60' 72'X60' EXI TIN s T3e0ROOM 37'x5( EXI6TINcs apORQQM EXISTING CLOSET 5/8' PROPOSED KITCHEN LAYOUT coostwo K.41.11 MICHAEL A. SCAWZZO ARCHITECT UCENSE NO. AR 0004958 DATE: hid Lih!) all I 9 � 0g � a 4 ce J 4 z (1) 4 9 . OWNER/CONTACT FRAN ALIEGRA 1160 N.E. 98TH STREE MIAMI SHORES, FLORlO PHONE: (788)229 -358' 0:%20031Fran Aliegra'A- 2.dwg, 5/11!2003 2:14.26 AM, 1:48 EXISTING CONDENSER TO REMAIN REFER TO SCHEDULE FOR SIZE AND MODEL EX1•rING 3EptZ00M • EXIOT. g3Atf -{ NEW BENCH EXI$tIN EX1$TING KIr2 a' UNDER THIS PERMI 1 EXISTING I IVING tSQOM EXISTING CABINETS TO B €: DRIOUSHEO AND REMOVED X (9t I NG FAMILY ROOM 72'X60 72'X60 DEMOLITION PLAN E EXISTING 3rx5C 5/8' EXISTING E3E0ROOM Get .4 acx.11 l� 1 MICHAEL A. SCAWZZO ARCHITECT LICENSE NO. AR 0004956 DATE: z 0 w z tL s z U Q 4 a O. a. OWNER /CONTACT FRAN ALIEGRA 1160 N.E. 9811i STREE MIAMI SHORES. FIOR�O PHONE: (766)229 -358` Q a a heet No. COMMISSION NUMBER E -18-03 G•!200316ran AIlegra\A- 3.dwy, 5111/2003 2:08:14 AM, 1:24 DETAIL 9 DETAIL 10 --- 7,3000 1 1/4' PLASTIC LAMINATE HARDWOOD EDGE EASED EDGES PLYWOOD 1.1.1.)1.1•/1• i) •�l•��1•�r�>•Irl•��r��r■ %Lw rid VYYYYYYYYYYYYYYYYY YYY II ts meow, „iv Awome.rove.txr iztze er SEE ELEVATION SEE ELEVATION SEE ELEVATION V WALL CABINET METAL GARDINER CLEAT WOOD STUD BACKING PLATE r ADJUSTABLE SHELF Q SHELF STANDARDS + CLIPS CABINET DOOR \ J Q CABINET DOOR HINGE W/ CLOSURE SPRING DOOR /DRAWER PULL VINYL OR TILE BASE BASE CABINET - DRAWER UNIT 11 CABINET DRAWER W/ 3/8" PLYWOOD BOTTOM 12 CABINET DRAWER GLIDE BASE CABINET - SINK UNIT, OPEN FOR H/C ACCESS SINK WITH DISPOSAL FIXED PANEL • TOE KICK b L4 COUNTER • SPLASH ROLLED COUNTER EDGE 3/4" PARTICLE BOARD W /PLAS. LAM. COUNTERS /FACES PAINTED G.W.B. CEILING DETAIL NOTES SEE ELEVATION 1 1/2' MICHAEL A. SCAVUZZO ARCHITECT UCENSE NO. AR 0004956 DATE: A -3 OWNER/CON TACT FRAN ALI_EGRA 1160 N.E. 98111 STREE' MIAMI SHORES, fLORIO PHONE: (788)229 -- 3582 Shoes No. COMMISSION NUMBER E -1 8-03 .� AL.,L,F.GRA,R S v pi 0 h Ctryvr -r N A!t dinte1 s ons _size designations given ace subject Co verification on job site acid adj astute -Ed to tit job eanditions, DOCA INC 2900 N ff/fDlattAL, ILVTY DOCA'RATON?L 33431 This is ail origin[ design and must not be scCeased Ul capiedun1ess applicable Fee has been paid or job order placed_ Designed: 211011Q0 Frisdecd: 4/3W2403 frp 1 } Drawing if: 1 Seale : 0 U4° [Note. Ills drawing an artistic tutexixe alion of the gene-cal appearastce of the design. It Is not meant to be art exact rendition_ 4 LLEORA DOCA i 1 tCNEN3,1NC 2900 N Fi' ?ERA1, HWY BOCA. RATON Fr., 33431 Note; 'this Scowling is an artistic interpre!slionoffite geocral appearance of the des/go. Q is not snes:d ro be an exact rcnutittors 13(XA KTfCHlz1S, INC 25430 b3 FEDERAL 11WY 13OCA RA rON 4'L, 33431 1 1Tesis ed: 2i1CN2OO: Printed: 51!20103 ALLFGRA,R - Drawing#: Cri m nJ Note: This dtawins is an artistic 7 ntespretstwn of the general appearance of the deriga. ft is not Inward to be an exac t re u[ctioa. 4 BOCA$1ZC /ftalS,ItiC 2 /L&V1JOE 2900 N r'PPEPAL EU\VY Printed: 5/8/2003 }3OCA RATON FL, 33431 ALi d;GRA.A All dimztiaus _size desIgnatiuns given are sulo fee L to ererii m:Minn oa job site and aijusrtme-nt to litiob e+ontltiorts_ IIOCA KITCHEN% INC 1S'OU N FEDERAL BWY 13OCA RATON FL, 3343 4.11 " b 24" —t--- 36" 331r" This is an original design and aunt not Le 13esi gne tt 2/101200; released or copicJ unless appl ?cable fig has 1 tiered: 5/8/2O03 been paid oriels ruler placed_ 11'AI TDrawingi; I Sraie:0 =1 Q�r 39° - -- 2t° - 36` Alt di[ usi' us _l;izce desigru.twns given ace subject to yeti ficecioaonjob site i I adfs ittmesrt to lilt job eord iti ans, AL.LFt.IRA,R 51" ` — 24" _ _ Y 30" -- 15 £I sr 7 ! 521" 287' 3O4 BOLA Krrc21ENS, 2400 N FT-DERAL I I W Y I OCA RATON FIE-, 33431 361" s" 97ir" 71" 1- This is an original design and trust not be Designed, 2/tO/201Y. retea_cd or n ess apkrliezble fix has Feinted: 51V2093 been paid or job order place!. { El 2 1Drawirg #_ I Facile • O 313" = I — 33" — — — 33" 5 ;11 diamaisions _six.' stzee de.S36o..atioo s given are avtject to verification on job sire and 3L(Jitssuncet to as job conditions_ 102" 12" 12" I 12" D BOCA KITCHEN, INC J - this is an original design and most not be Designed.:. 2/1012002 2900 N FEDERAL HWY lteeleased et - copied unless applicable fee has Piloted' 51S/2003 BOA RATOH FT.. 33431 I bccrt paid or job order placed. ALLEGRA,It � 1cavring 1 �Sca.le:O 1!2 "= — ALLEGRA,11. At( dimensions _size designations given stre subject 40 ytxitreation on job silo an& ad to rti job condilionl. DC/CA KITCHEN 3, INC 2900 N FEDERAL 1-I.WY DUCA RATON kf.,, :33 43I This is an original design and roust not bo Desigrted: 2110200: tetessol or copied unless applicable fee has Printed: 5/1V1J003 beet paid or job order ?Laced_ jeA 2 FlIonsing tit 1 : 0 V2 1 1 0 If 07 A II GBAjt 1 Of 06" 34CGPL481601L 47-P' All dimensions _size .lesignatk3os given ace EIOC,A ISITCIIENS, INC subject to verlfleatksnun job site and 2900 PEDERAL, HWY adjustment to Ktjeb collations. BOCA RATON Fr, 33431 Vas is an original design and most raA be VellTilotd: 711 Cl released or copied unless applicable fee has Printed: 5/8f2003 been paid or job caller placed. iDravang fit 1 F§eale 0 1J2s1=2 • -4 1- - L 1 LT 13 ciTt=c j 1 (I) 1 L 4 C. 11 '5 fW-'1!) •V G. V) 0 K.) • t y 4 - (-• ‘3 . ( • - - !.T R. oLGERS 2 2 • x4 V PICKETS 4X I/2 � "0- 7 -- ST RI NGE.RS 1'h X /Z" - +k _- SEC TION A -A scola 3 /4' =1 4 -0 SECTION sca{2 4 i4 P :.KETS (6 2__ J-J STOCKADE SC ALE 1 /2 =1 - 2.20d 5 AL.V C14640N NAILS PER STRINGER PRf 9lL. STRINGER HOLE5 TYPICAL AT EAC 4 POST. 4" 4 0 G 4 "4 a S T O C K A D E SCALE: 1/2 ". 1' - 0" J4 "X4 -Q4K� C _ 2od 6A04 cO44OeJ LAILS PER 374iu3E4. PREDRILL STRI SER HOLES TYPICAL AT EACH 0051%. SECTION B -B SCOIa 344 +f-O" S H -H Scala s14 - I' -o' 'x — F - K SECTION C - 5ca■s 44% JV ERr1 C1.L ENDS 9 . 9 %4 ` 4- 22 34 " x4 014-Xo ■13.2Od GALL CCM+w`I.! NAILS E./ 4 SECTION 0 -D SCala 3; 4'• I'e� sEPARATO4` 1� SECTION K -K Scab : ?/4 = 1'- O" BASKET WEAV E SCA._ E: I/2" -1' -0" G -0 ENTER PO ST • 1 PICKETS f I' PS I'M "t 2'k SECTION E -E Scala' 9/4 "= 2.20d >ALk COMMON Al LS PER STRINGER. PR•DELLL R ',GeR -IOLE$ TYR AT EACH POST. SECTION L - L Se la- 3/4 "• r- O• C- 2 -4H 3ALV. COMMON RILL =A.A — f q " *4'o44XCi 5TR14,GER Z 4 " V E R T I C A L 4 - 0 "u5 4-- 963 xWs / LS ^ - od 3ALv C: NM014 4u LS / OARD S 2" X 4" 04 X SECT F -F SE:T ON M -M gala. •I . o " S r A L E: 1/ ; = I 0" 4 - 0 HORIZONTAL SHADOWBOX S C A L E : 1/2"= 1' - 0" PICKETS V(K4' ' 2 2 - 20c8 i CO M' 1041 -1G.I LS P6.R STR.NJER. 5TRII..I3ER pREDRIL'- STR'. LAGER HOL 65 TYP AT C-44.4 Po9T• - S H A D O W B O X S ��i*f� - "-T - 4 ou 4x6 SECTION N -N SC 3/4'• I' o" — y ti 0 0 0 4 52 OO r s.l Goti DDUBLE GATE SCALE 1/2"= SINGLE GATE SCALE 1/2"..-_e- Pressure Treated Pins 'c. S_ze: 4" x,'4" x 6' Fress.re ieated ?ire tic. 2 Size: n "x 6" x 8' - 4 , h k '5" POST F,SAFO scAL�) I/`�:i►o- BV REVISION e L S P E C I F I C A T I O N S T5: Pressure Treated ?One tic. 2 2edwoad :ease Struc0Lr a1 Cypress and Cedar ',cup Sizes: 3 /8" x 4" x L' 3/2" x 6" x 4' 1" X x 1" x 6" x 3/8"x - "x , 3/8 "x "x 6' 1" x 4" x 6', x 6" x 6' STANCE ?S: ?ress:.re Treated Pine No. 2 Size: 2" x 4" x 4' or 1}" x 2i'" x -, 2 S o i l L".._ 12" 0 In Rocks for 4 x 6 or 4 x 4 Post 12" P1 1 f -- Average Soil for 4 x 6 or 4.x 4 Posts C, � 2 s f- Avera4e Soil for 4 x 4 Post Only s f -- Poor Soil for -4 x 4 and 4 x 6 Posts � ' - 9" 1216 , 0 D G, VAN MEEK P.E. 7200 5 W 72' MIAMI — FLORIDA TEL 596- 455 4 RECIST EREO ENC.17592 DATE GATE 0ESCR FRAN'E • 2 PIC KET:, 3V2 K y2" aril I 'xe ". NARD' BYI ArCO5n, Taal a -G Tiouf Corp HINSE'P • HT Ioeo 8 Tz1. LATCH - 2,L 202 B. CANE 2,o LT CE ) 0 RS POST• Dc:S,E 3ATE : 4' S,NSLE 'ATE . 4 x 4,' D 'O Soi 4' -0" 1' -0" 2,500 p s f -- Average Soil 4' -0" 1' -3" 1,500 p s f -- Poor Soil GENERAL NCTE: 1' l2AME iN ALL CASES r0 18c P. T. PINE 2 TO SE REDWOOD, RED CYPRESS, CEDAR -R PT. VINE -. 3-NAILS 13/4 ''_Ova vALJAV'Z co VITH EPDXY L -OAT, DIVERG6.NT LES GRIP MA4u PAC .PEP 51 - 'JVO FAST" PRODu CTi INC 4 -ALL POST D.MENSIoNS ARE ..1CTUAL, STANDARD WOOD FENCES DRAWN BY G. V. M. DETAILS A. NTE RBUILt CO. 1NC. 62 N W GOTRST MIAMI --- FLORIDA I Bl ( 3O5} 634- 501 - CHKO. EY DATE 7 - 3 - 7B 108 NO DWO_ NO IOFI 1-1- 1 1 - - _ i i 1 1 f 1 I i i 1 1 ^ 1 I I I I1. ; ,r j II 11 I Il 11 1 r I i I !.T R. oLGERS 2 2 • x4 V PICKETS 4X I/2 � "0- 7 -- ST RI NGE.RS 1'h X /Z" - +k _- SEC TION A -A scola 3 /4' =1 4 -0 SECTION sca{2 4 i4 P :.KETS (6 2__ J-J STOCKADE SC ALE 1 /2 =1 - 2.20d 5 AL.V C14640N NAILS PER STRINGER PRf 9lL. STRINGER HOLE5 TYPICAL AT EAC 4 POST. 4" 4 0 G 4 "4 a S T O C K A D E SCALE: 1/2 ". 1' - 0" J4 "X4 -Q4K� C _ 2od 6A04 cO44OeJ LAILS PER 374iu3E4. PREDRILL STRI SER HOLES TYPICAL AT EACH 0051%. SECTION B -B SCOIa 344 +f-O" S H -H Scala s14 - I' -o' 'x — F - K SECTION C - 5ca■s 44% JV ERr1 C1.L ENDS 9 . 9 %4 ` 4- 22 34 " x4 014-Xo ■13.2Od GALL CCM+w`I.! NAILS E./ 4 SECTION 0 -D SCala 3; 4'• I'e� sEPARATO4` 1� SECTION K -K Scab : ?/4 = 1'- O" BASKET WEAV E SCA._ E: I/2" -1' -0" G -0 ENTER PO ST • 1 PICKETS f I' PS I'M "t 2'k SECTION E -E Scala' 9/4 "= 2.20d >ALk COMMON Al LS PER STRINGER. PR•DELLL R ',GeR -IOLE$ TYR AT EACH POST. SECTION L - L Se la- 3/4 "• r- O• C- 2 -4H 3ALV. COMMON RILL =A.A — f q " *4'o44XCi 5TR14,GER Z 4 " V E R T I C A L 4 - 0 "u5 4-- 963 xWs / LS ^ - od 3ALv C: NM014 4u LS / OARD S 2" X 4" 04 X SECT F -F SE:T ON M -M gala. •I . o " S r A L E: 1/ ; = I 0" 4 - 0 HORIZONTAL SHADOWBOX S C A L E : 1/2"= 1' - 0" PICKETS V(K4' ' 2 2 - 20c8 i CO M' 1041 -1G.I LS P6.R STR.NJER. 5TRII..I3ER pREDRIL'- STR'. LAGER HOL 65 TYP AT C-44.4 Po9T• - S H A D O W B O X S ��i*f� - "-T - 4 ou 4x6 SECTION N -N SC 3/4'• I' o" — y ti 0 0 0 4 52 OO r s.l Goti DDUBLE GATE SCALE 1/2"= SINGLE GATE SCALE 1/2"..-_e- Pressure Treated Pins 'c. S_ze: 4" x,'4" x 6' Fress.re ieated ?ire tic. 2 Size: n "x 6" x 8' - 4 , h k '5" POST F,SAFO scAL�) I/`�:i►o- BV REVISION e L S P E C I F I C A T I O N S T5: Pressure Treated ?One tic. 2 2edwoad :ease Struc0Lr a1 Cypress and Cedar ',cup Sizes: 3 /8" x 4" x L' 3/2" x 6" x 4' 1" X x 1" x 6" x 3/8"x - "x , 3/8 "x "x 6' 1" x 4" x 6', x 6" x 6' STANCE ?S: ?ress:.re Treated Pine No. 2 Size: 2" x 4" x 4' or 1}" x 2i'" x -, 2 S o i l L".._ 12" 0 In Rocks for 4 x 6 or 4 x 4 Post 12" P1 1 f -- Average Soil for 4 x 6 or 4.x 4 Posts C, � 2 s f- Avera4e Soil for 4 x 4 Post Only s f -- Poor Soil for -4 x 4 and 4 x 6 Posts � ' - 9" 1216 , 0 D G, VAN MEEK P.E. 7200 5 W 72' MIAMI — FLORIDA TEL 596- 455 4 RECIST EREO ENC.17592 DATE GATE 0ESCR FRAN'E • 2 PIC KET:, 3V2 K y2" aril I 'xe ". NARD' BYI ArCO5n, Taal a -G Tiouf Corp HINSE'P • HT Ioeo 8 Tz1. LATCH - 2,L 202 B. CANE 2,o LT CE ) 0 RS POST• Dc:S,E 3ATE : 4' S,NSLE 'ATE . 4 x 4,' D 'O Soi 4' -0" 1' -0" 2,500 p s f -- Average Soil 4' -0" 1' -3" 1,500 p s f -- Poor Soil GENERAL NCTE: 1' l2AME iN ALL CASES r0 18c P. T. PINE 2 TO SE REDWOOD, RED CYPRESS, CEDAR -R PT. VINE -. 3-NAILS 13/4 ''_Ova vALJAV'Z co VITH EPDXY L -OAT, DIVERG6.NT LES GRIP MA4u PAC .PEP 51 - 'JVO FAST" PRODu CTi INC 4 -ALL POST D.MENSIoNS ARE ..1CTUAL, STANDARD WOOD FENCES DRAWN BY G. V. M. DETAILS A. NTE RBUILt CO. 1NC. 62 N W GOTRST MIAMI --- FLORIDA I Bl ( 3O5} 634- 501 - CHKO. EY DATE 7 - 3 - 7B 108 NO DWO_ NO IOFI 44 <0 \c✓i'2_< Pf '3 • `4Grtcj ► '1 E; .t?. r edoIC. A ,. ; , F"2a A, . s•. CONC -:SCA t3 : \\//6 ;1.6.' I Q. /<te S M : • • /rte rAL G3 P A '1e1L ' r 0 i''x 6' w+? pActA 4" f .2k' iN - �?,� ►'�✓G R')tt: 0 - AV ,, I-1.6 . E ; r ° : t r 1,14 • f = ( t 3 3 . r • 6" g. Afi tb ",(:: / • 4c \V 0) Q,.k •51 !:OVA 6 "> 3" 4,10 .4 • .• • .:01:11. ti y • .e -''X 6" \vQ PLAT 1 4710 r.. jiyQ"+cr�'' t c�N�'s Ari �14c��ts • 4 , 4 IC r ! A ?, ; v4 *' 3 4I a:Art, �,. At=.i.. QU44 o3 4). 4 c t$ Art S 4 LONG. eic 1.L . ft t*Pt- A.11t*r 'l. ON iTr?. S FtLL— 1vAliF Ref 1h1 PL& qc.i: 1 \V / . ?.•. c ctA 14.A rt.3 . • /, t,A im -5Hor' 'vrt fir ct t AiAt Gott />)) C ";?* • tg '6c.72 t — c F LA, . 1 1 1 0 lot r • KW/ OWN' v .- Re_ IICAR • 1' a. A.L'Arlo JrP, (Et.11) Ive LO)UI • • -*- • 7: .t .1 — skva • +K. CAP _ 51.'1.K1 C iTt:f5 51!;.N_ui 20 , Jr ` [1 r DD. 2; 1 . to. ?.< 2 . ! . Y. - (c. !Y• - 7/ ; C!)!1 .; : (4 _ 5 -r! 61 , , •d.') G9j16 60333 1371 5/32.4 Id f2Actfli door (rip 4( toF n 0.19 •70( 1 1 : /./1,1! .? 0 4tni; ?t; )■••'. i•A _ _ J 07 Y./DE S CRAP rrt»i IL ir! m s k L 1 de. 13,9_17 ti L4.4: k<A1) K7flect 4._s;41 4LOY_ Or:" f; 1 trog04,/r. _irbs A r- I c c 9• loca ;bib f f 1• J a .5trovi rli, _24(r L Clszk, es a vf Ocrof 9; 1.f/1..,"• -.1.1 FE. 1397 t2 Stoa iral i 2/7 j 0 0(1_1XL A__12S21--f_a__ ? co. V4or Ice h.p1._ ?Zi 0 . 114 et brit. joiT d;Air 1 72 t:tzrid\jr 7 rofie, - 4:-' ' r nr 1010 Teclolo9y• Icktkorni5 S1275 Ar?ctior rfr - 4,6C I :t L.. .4 4, .-• ;' I VENC strait& • Off ALLO.KA' rit!iJ EC f?‘. 12 r -- AL Ar /.11^ft TZIT/E/ = f; 7A! GN,'"") 1-412i1 1 111-i i ..:1151FNER ■jc [ I ?fp rk;remER kVISIrt.k1 teri'M (1 9 w:.):77c2: (?. CORP. W.T. 5 1 , • r ; . 1 WO-LIR AV-to Ar- rffn 192I A.F-113.5/.4 Ar- 2J76 4722 - 4T7 - 2 - I 4 7^6 ati.5 0. 13 ix : #2 00 a 2 - • - g_s V] C.."1. >t, - 4.4 I zakt 1 7 77-7 77-7 ti;:.. ; _ — .51 3) f ti2. • - 4 ' t 1 r ." . 7&`.. 7 - Al; ie e . "le 1 A • s r ,......, *.:.. ... -1r • 1 IINDIJI;T RIES ..3 Paid' WCK AS . 2 POWI LOCH 'ASSY. F '11 - /`• -° c <i - 31 RtInti L bark, ,_491 1A Ma[ nitillt2 r dAlLailflata -01" JAY, viye j srr big l c Em j n12C4.r YAM& .siI�rs D� aVed 2 0. AKA FAIo .259 RAZ a _ -. scot? ._ I 1.21=1‘a_ibittriMit sr/Y4 ►.f I- t .ftC A AvarA Witqleodet SPtv -101 CM} rag l-r T3�a,r 3 SPACE SEC t:2W i pill yL(f / DtX:T RENEMr'E0 ..atrrhetat<. .0 4 F% PM70 txI 4Tt. fgvv t41Gt U. s+� tacuac ti7[xi+ 1071 roAriuk it Pt. J4275 f ~ 1 DUSTMES French Door -- Ex Vo 4ed /G;cuzjnq 'Nth. rt.: 971 1 t� 1 1 95.750 1 93.625 4.000 .489 1 .cx rERIoR OPCNRIC 1. 272 4.000 lir It RoucN (WI err :C SCE strEc ro A.tietfO - 84 3/4" ti lliC T 2F W - .250 `°�c 1 1.41 i VERMA!, SEC �4rF RJR 1. -18 .250 ALV :WU Spit: -- J. oor► --- NOUG g OFfhlifG .34.625 TVA D »N110411.S 71. HORIZONTAL 5ECTION - - +I�tA�F1YF Mir- -_ 'i 1.130 INTER' -SAW* xiitzlca—tert = 1470 TccArctog 111.4,4 AC M3kfleili f?. ,tr X4275 .� r44 2/108 srr;-- to tench Door POT . s� bra Elevations rc,e5r 9�e.r A-...;. N.. 2 '4 97 ! -- .250 SP.ACC L -- 4 - on ucr .440 RENEWED t?CrrcAt Ki4 CAtt.. _ tI': f f 22 le - C'f7i ili Yx; — utmoilscxxiooskostoct. tw 'c .45,7.50 gel( I — 13" -- MAY. Girl Ca( fER PR WAD' t• SIti. N STAAK7 MX! COMERS & PAWL CURERS • 7 /2 7 1 r_ii1i 1/2` t•-• -• OM COWER treike 5kt X ›," Robut 1. Qat EE. P.E. Structiad Tree all I -- 1/2 tktKihx. 01 added 2p t. kat in "s t*E ry. r k; ;6 Li e PL Ca gr. 0 13. 2/1' 6,638 • LARGE MISSLF IMPACT DOORS f i C.Y.thtta•f _46s/ 4.1 lAttlattil LIVikTEPLOSA tUltrWITO 04? i CONIX(RIAIl4V47! .3 Pesk egissurvi P.4 refti. .; ..45 um. • 7*:. g ' - 301 .411 4/4w.: 4 60 P .1.f: -60 PS F. t) ANtatvirs: I. I IX. 7 t/7• Imo: Con (tioto L su) scox. A W 5( C (Ain) 1.I.AX. iPACitiC Al NM k SU.: 11.003 XIX• SPACQYG AT .Ake f 3 .501 1 ) le S(ATERS itto902 6.) ROTRENCE if51 41.'F'Otir: I 1L-• 224 a 7_) 1014 t0.1* C AS$124at.Y 09104 - SF( Ski 3 Cr 4 g2EMAWACal f, _ .,-,,,_.__.,,_ . , . Oi•E RECO - DATE REID REVIEWED AS NOT E D-BY REVIEW AS SUBMITTED-BY REVISE &RE-SUBMIT-BY kits: tit re), 1 IV1 t REVIEW IS Fon cy-INERAL OF ARCHITECTURAL WOR,'CING DRAWS ONLY THE C(.".;MPANY L';'.23MITTING THESE DRAWINGS TOGIETHTR WITH CONTRACTOR SHALL i FOR ALL QUANTiTIES, , 20NCITIONS, COt WITH CONTRACT DOCUMETir, , CONDIT COr.....RaNAI 00! I . ."11 - 1•1 ALL TRADES, & • VERIF !CAT ID7; Cr' co:DrriONS AFFECTING THE WOR:K. (YMTRACT REQUIREMENTS, ADDITICIJS EIELETIONS OR COSTS. CHANCES C. •: TO FE MACE UNDER ANY CIRCUMSTANC:LS 1 WITliCUT VJRITTEN FROM ELOW NAV,E P.RCHITECT. L55` THIS REVIEW DC,E S NOT AUT'rnRIZE CHANGES OR SUBSTITUTIONS TO - L 1/2- .--1 t--- - ea a1r1.6(4 SEAG441-• ON AMY(' Mkt' COQ: DM CaSYZR mato tOt.4 NAL Pkt ..S rj tip,' 1 VON) fit hnotoly 11 k orais 1 1". 1 34273 SK-0-101 tench Door - X, XX COPIES COPIES ARTECH0a*S!CaN & ASJ GIMES ARCHITECT P. ix Il or4, RENEW EA) /iv 114,11A1 Cr et 114A. Ltictif 1101tfek;43 FOC 0:1bAftlitiCEOGYK`, *T.4 v, 14a 97? • � • F?r)RM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: 1. New eonslnrction or existing 2, Single family or multi- family 3. Number of units, if multi - family 4. Number offtedivoins 5. Is this a worst cased 6. Conditioned door area (fly) 7. Glass area dt type a. Clear - single pane b. Clear - double pane Tint "other SIIGC - single pane d. Tint'other SIIGC - double pane S, floor types a. Slab -On -Grade Edge Insulation b. NIA a NIA 9. Wall types a. Concrete, Int tnsul, Exterior b,NIA a. WA d. NIA e. NA 10. Ceiling types a Under Attic b. NIA a. NIA 11. Ducts a. Sup: Con. Ret Con. All: Interior b. NA Allegra Residence 1160 N,E. 98th Street Miami Shores, Fl Fran Allegra South Addition 12. Cooling systems Single family a. Central Unit l 3 b NIA Na 1440 fts e. WA 255.8 Its — 0.0 IP 0.0 IP 0.0 t1 R-0,0, 188,0(p) ft R=0,0, 1440.0 IV Rj 19.0, 1440.0 ft° Sup, R-116, 25.0 ft Glass/Floor Area: 0.18 Total as -built points: 19822 Total base points: 24856 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 13. heating systems a. Electric Strip b. WA c. NIA 14, hot water systems a. Electric Resistance b NIA Builder Permitting Office: Miami Shores Village Permit Number: Jurisdiction Number 232600 e. Conservation credits 01R-heat rceorery, Solar Uhl' - Dedicated heat pump) 15, IIVAC credits (CE- Ceiling fan, CV -Cross ventilation, ILF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multirone cooling, ML- 11- Multirona heating) EnergyGaug 1(Version: FLRCPB v3.22) PASS 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 with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 45.0 kBtuhr SEER: 17.50 Cap: 48.0 kl3tuhr COP: 1.00 Cap: 50.0 gallons EE: 0.89 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. 612.1 612.1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Ceilings 606.1.ABC.1.2.3 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Multi -story Houses 606.1.ABC.1.2.5 Additional Infiltration reqts 606.1.ABC.1.3 6A -22 OTHER PRESCRIPTIVE MEASURES (must De met or exceeaea oy all resIaences.) COMPONENTS — SECTION REQUIREMENTS CHECK Water Heaters 612.1 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Swimming Pools & Spas Shower heads 612.1 Water flow must be restricted to no more than 2,5 •allons .-r minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT #: -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3 22 FORM 600A -2001 • WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT#: 1 WATER HEATING Number of X Multiplier Bedrooms 3 Cooling Points 16992 BASE + Heating Points 2369.00 EneryyGauget" OCA Form 600A -2001 1101.0 1 = Total Tank EF Volume 50.0 0.89 3 As -Built Total: PASS 1 Energy GaugetvhhaRES'2001 FLACKS v3.22 AS -BUILT CODE COMPLIANCE STATUS Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier T027.1 1.00 2342.38 1.00 1021,1 I BASE 1 AS -BUILT + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points 768 7107 24868 1 8962 3843 7027 19822 BASE AS- BUILT Winter Base Points: 1205.7 Winter As -Built Points: 3714.1 Total Winter X System Points Multiplier = Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1205.7 0.6274 756.5 3714.1 1.000 (1.000 x 1.137 x0.91) 1.000 1.000 3842.9 3714.1 1.00 1.035 1.000 1.000 3842.9 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB x/3.22 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB x/3.22 PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 1440.0 2.36 611.7 Single, Clear N 8.0 3.5 60.0 4.91 0.95 280.4 Single, Clear N 2.0 3.5 24.0 4.91 0.98 115.3 Single, Clear S 4.0 3.5 60.0 3.55 1.36 290.4 Single, Clear W 2.0 3.0 18.0 4.47 1.02 81.7 Single, Clear W 2.0 3.5 17.1 4,47 1.01 77.2 Single, Clear W 2.0 3.5 24.0 4.47 1.01 108.4 Single, Clear W 10.0 3.5 12.0 4.47 1.03 55.3 Single, Clear E 2.0 3.5 12.0 3.76 1.06 47.6 Single, Clear E 2.0 3.0 4.8 3.76 1.07 19.1 Single, Clear E 2.0 3.5 24.0 3.76 1.06 95.2 As -Built Total: 255.8 1170.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 0.0 1440.0 1.90 2736.0 Exterior 1440.0 0.60 864.0 Base Total: 1440.0 864.0 As -Built Total: 1440.0 2736.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 24.0 1.30 31.2 Exterior Wood 20.0 2.80 56.1 Exterior 20.0 1.80 36.0 Adjacent Insulated 24.0 1.30 31.2 Base Total: 44.0 67.2 As -Built Total: 44.0 87.3 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1440.0 0.10 144.0 Under Attic 19.0 1440.0 0.14 X 1.00 201.6 Base Total: 1440.0 144.0 As -Built Total: 1440.0 201.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 188.0(p) -2.1 -394.8 Slab -On -Grade Edge Insulation 0.0 188.0(p -2.10 -394.8 Raised 0.0 0.00 0.0 Base Total: -394.8 As -Built Total: 188.0 -394.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1440.0 -0.06 -86.4 1440.0 -0.06 -86.4 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB x/3.22 PERMIT #: BASE -BUILT Summer Base Points: 39832.1 Summer As -Built Points: 43815.9 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39832.1 0.4266 16992.4 43815.9 1.000 (1.000 x 1.165 x 0.90) 0.195 1.000 8951.9 43815.9 1.00 1.048 0.195 1.000 8951.9 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT #: EnergyGaugen" DCA Form 600A -2001 EnergyGauge®IFIaRES'2001 FLRCPB X13.22 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB x/3.22 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 1440.0 32.50 8424.0 Single, Clear N 8.0 3.5 60.0 33.94 0.62 1270.8 Single, Clear N 2.0 3.5 24.0 33.94 0.81 662.0 Single, Clear S 4.0 3.5 60.0 62.19 0.50 1863.8 Single, Clear W 2.0 3.0 18.0 65.53 0.67 784.4 Single, Clear W 2.0 3.5 17.1 65.53 0.71 794.2 Single, Clear W 2.0 3.5 24,0 65.53 0.71 1115.4 Single, Clear W 10.0 3.5 12.0 65.53 0.40 318.0 Single, Clear E 2.0 3.5 12.0 73.03 0.70 609.9 Single, Clear E 2.0 3.0 4.8 73.03 0.65 224.5 Single, Clear E 2.0 3.5 24.0 73.03 0.70 1219.8 As -Built Total: 255.8 8862.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 0.0 1440.0 4.20 6048.0 Exterior 1440.0 2.70 3888.0 Base Total: 1440.0 3888.0 As -Built Total: 1440.0 6048.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 2.60 62.4 Exterior Wood 20.0 9.40 188.2 Exterior 20.0 6.40 128.1 Adjacent Insulated 24.0 2.60 62.4 Base Total: 44.0 190.5 As -Built Total: 44.0 250.6 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1440.0 2.80 4032.0 Under Attic 19.0 1440.0 3.72 X 1.00 5356.8 Base Total: 1440.0 4032.0 As -Built Total: 1440.0 5356.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 188.0(p) -20.0 - 3760.0 Slab -On -Grade Edge Insulation 0.0 188.0(p -20.00 - 3760.0 Raised 0.0 0.00 0.0 Base Total: - 3760.0 As -Built Total: 188.0 - 3760.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1440.0 18.79 27057.6 _ 1440.0 18.79 27057.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1160 N.E. 98th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB x/3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* 37.9 The higher the score, the more efficient the home. Fran Allegra, 1160 NI. 98th Street, Miami Shores, FI, 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi- family Single family f a. Central Unit Cap: 48.0 kBtuhr 3. Number of units, if multi - fatuity 1 SEER: 17.50 4. Number of Bedrooms 3 b. N/A 5. Is this a worst cast? No 6. Conditioned floor area (ft') 1440 ft' c. N/A 7. Glass area d< type a, Clear • single pane 255.8 ft' 13. Heating systems b, Clear - double pane 0.0 tt' a. Electric Strip Cap: 48.0 kftu hr c. Tint'other SHGC • single pane 0.0 ft' COP: 1.00 d Tint'other SUM - double an 0.0 ft' b. N!A 8. Floor types • Slab -On -Grade Edge Insulation R =0.0, 188.0(p) ft c. NSA b. N/A c. WA l4. Hot water systems 9. Wail types a. Electric Resistance Cap: 50.0 gallons • Concrete, Int Instil, Exterior R =0.0, 1440.0 ft' b. N/A b. N.!A c. WA d. N'A e. Conservation credits e. N/A (11R-Heat reou rry, Solar 10, Ceiling types D1{P- Dedicated heat pump) a, Under Attic R-19.0, 1440.0 ft' 15. HVAC credits b. N/A (CF- Ceiling fan, CV -Cross ventilation, c N!A HF•Wholt house fan, 11, Ducts PT- Programmable Thermostat, a. Sup: Con. Ret Con. Alt Interior Sup, R =03.6, 25.0 ft — MZ- C- Multizone Booting, b. WA MZ- H- Muitizone heating) 1 certify that this house has complied '‘ ith the Florida Energy Efficiency Code For Building Construction through the above energy saving features which \\ill be installed (or exceeded) in this home before final inspection, Othery ise„ a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Roue: City Zip: EF: 0.89 orE: The home's estimated energy performance score is only available through the FLAMES computer program. This is not a Building Ene,gy Rating lfyour score is 80 or greater (or 86 for a US EPA /DOE Etten„y far ` designation), your home may qualify for energy efficiency mortgage (EE.t!) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge !Hotline at 321,638-1492 or see the Energy Gauge web site at wu•w, fsec ucf, edu for information and a list of certified Raters, For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommwtityA)fairs at 850;487 -1524. EnergyGauget (Version: FLRCPB v3.22) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature ■finter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 31149 Btuh Total cooling load calculation 43198 Btuh Submitted heating capacity Submitted as % of calculated 48000 Btuh 151.2 % Submitted cooling capacity Submitted as % of calculated 48000 Btuh 109.8 % Load component Load Window total 256 sqft 9898 Btuh Wall total 1440 sqft 11232 Btuh Door total 44 sqft 483 Btuh Ceiling total 1440 sqft 3312 Btuh Floor total 0 Btuh Infiltration 84 cfm 1389 Btuh Internal gain 8000 Btuh Subtotal(sensible) 34293 Btuh Duct gain 0 Btuh Total sensible gain 34293 Btuh Latent gain(infiltration) 3205 Btuh Latent gain(intemal) 6300 Btuh Total latent gain 9x06 Btuh TOTAL HEAT GAIN 43198 Btuh Fran Allegra 1160 N.E. 98th Street Miami Shores, Fl Residential System Sizing Calculation Summary Project Title: Allegra Residence WINTER CALCULATIONS Winter Heating Load (for 1440 sqft) Load component Wnndow total 258 sqft Wall total 1440 sqft Door total 44 sqft Ceiling total 1440 sqft Floor total 188 ft Infiltration 98 cfm Subtotal Duct loss TOTAL HEAT LOSS lino Load for 1440 soft Load 6805 Btuh 16848 Btuh 437 Btuh 1728 Btuh 3497 Btuh 2434 Btuh 31149 Btuh 0 Btuh 31149 Btuh SUMMER CALCULATIONS EnergyGaugett FLRCP8 v3.22 Code Only Professional Version Climate: South 4/21/2003 EnetgyGauget• System Sizing based on ACCA Manual J. PREPARED 8Y: OATS: Window Panes/SHGC /Frame /U Orientation Area X HTM= Load . 1, Clear, Metal, DEF N 60.0 26.6 1596 Btuh 1, Clear, Metal, DEF N 24.0 26.6 638 Btuh 1, Clear, Metal, DEF S 60.0 26.6 1596 Btuh 1, Clear, Metal, DEF W 18.0 26.6 479 Btuh 1, Clear, Metal, DEF W 17.1 26.6 455 Btuh 1, Clear, Metal, DEF W 24.0 26.6 638 Btuh 1, Clear, Metal, DEF W 12.0 26.6 319 Btuh 1, Clear, Metal, DEF E 12.0 26.6 319 Btuh 1, Clear, Metal, DEF E 4.8 26.6 126 Btuh 1, Clear, Metal, DEF E 24.0 26.6 638 Btuh Window Total 256 6805 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 0.0 1440 11.7 16848 Btuh Wall Total 1440 16848 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 20 10.6 212 Btuh 2 Insulated - Adjac 24 9.4 226 Btuh Door Total 44 437Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 1440 1.2 1728 Btuh Ceilins Total 1440 1728Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 188.0 ft(p) 18.6 3497 Btuh Floor Total Type 188 ACH X Building Volume CFM= 3497 Btuh, Load Infiltration Natural 0.40 14400(sqft) 96 2434 Btuh Mechanical 0 0 Btuh Infiltration Total 96 2434 Btuh Fran Allegra 1160 N.E. 98th Street Miami Shores, =1 System Sizing Calculations - Winter Residential Load - Component Details Project Title: Allegra Residence Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.00 Total Btuh Loss Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.22 Code Only Professional Version Climate: South 4/21/2003 31749 Btuh 0 Btuh 31749 Btuh Fran Allegra 1160 N.E. 98th Street Miami Shores, Fl Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only Allegra Residence Professional Versior Climate: South 4/21/2003 Subtotal Duct gain(using duct multiplier of 0.00) Total sensible gain Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (10 people @ 230 Btuh per persor Latent other gain TOTAL GAIN Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3.22 34293 Btuh 0 Btuh 34293 Btuh 3205 Btuh ) 2300 Btuh 4000 Btuh 43798 Btuh = Window Type Panes/SHGC /U /InSh/ExSh Ornt Overhang Len He Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1, Clear, DEF, N, N N 8 3.5 60.0 0.0 60.0 NN42222222 , N N N N N N N N N N 1620 Btuh 1, Clear, DEF, N, N N 2 3.5 24.0 0.0 24.0 648 Btuh 1, Clear, DEF, N, N S 4 3.5 60.0 60.0 0.0 1620 Btuh 1, Clear, DEF, N, N W 2 3 18.0 10.0 8.0 952 Btuh 1, Clear, DEF, N, N W 2 3.5 17.1 8.1 9.0 983 Btuh co 1, Clear, DEF, N, N W 2 3.5 24.0 11.4 12.6 1380 Btuh 1, Clear, DEF, N, N W 10 3.5 12.0 12.0 0.0 324 Btuh 1, Clear, DEF, N, N E 2 3.5 12.0 5.6 6.4 694 Btuh 1, Clear, DEF, N, N E 2 3 4.8 1.8 2.9 298 Btuh 1, Clear, DEF, N, N E 2 3.5 24.0 11.4 12.6 1380 Btuh Window Total 256 9898 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 0.0 1440.0 7.8 11232 Btuh Wall Total 1440.0 11232 Btuh Doors Type Area HTM Load 1 Wood - Exter 20.0 10.4 208 Btuh 2 Insulated - Adjac 24.0 10.6 254 Btuh Door Total 44.0 463 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 19.0 1440.0 2.3 3312 Btuh Ceiling Total 1440.0 3312 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 188.0 ft(p) 0.0 0 Btuh Floor Total 188.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 14400 84.2 1389 Btuh Mechanical 0 0 Btuh Infiltration Total 84 1389 Btuh Fran Allegra 1160 N.E. 98th Street Miami ,s, Fl System Sizing Calculations Summer Residential Load - Component Details Project Title: Allegra Residence Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 Code Only Professional Version Climate: South 4/21/2003 EnergyGauge® FLRCPB v3.22 UJINDOUJ SCI-4EIDULE �. 'MNDO'1W CODE SIZE (W) 3r.4 SIZE (H) SQUARE FOOr 72X60 72' X 60" 30 S.F. 12X48 72" 49 48' 24 S.F. 18X38 18" '0 38" 4.75 S.F. 48 "X.36" 48" PJ - > •0 36' 12 S.F. 36X36 36" AI 1 4.2 •3o" 9 S.F. 50X52 50" 52' 17.09 S.F. EN TRANCE DOOR 36" I 80" 20.02 S.F. GARAGE DOCR 36" 80' 21 S.F. TOTAL GLASS AREA 201.84 S.F. c:CANENa Ncs LaNI T �. •S A'vL41,><O_____ CE5? %t'a1 3r.4 T F.1 ENT. 1, ceN C`- eQ Et. EGI RIGA. GA to :- r . VANE tliiT A <� v an, filme SU M! at ! P ,01$ r_,J 49 '3 140 I 60 '0 2TtL3S 4t'A•C CA 1 24-k �g :s �=3 PJ - > •0 3 'Al. ✓.t.O. AI 1 4.2 '69! 4t0 1 34k .4y$ 1'.EC4 °.4f'3't3 3.s 1 �a __ I HVAC DESIGN REQUIRES: PAN -COIL. NO - r .- C16: ‹INAttit1 3 FSE 0A.!.4F R(5) 9T' $1 aef..R14 P Et EC Me.. 4. D ATA SMOXE i)A!Ar^LRIS) .NIT 1wti�.3 �9l . 1 1 $ 1 C-3 TQt# 1. FA Aii oofin ' a :.a eta '.g 00 Co 31 'r«;t.'3 I40 el.i..•�3E3 I kT Ktl 39 �g :s �=3 PJ - > •0 3 'Al. ✓.t.O. AI 1 4.2 '69! 4t0 1 34k .4y$ 1'.EC4 °.4f'3't3 3.s 1 �a __ I I 1- HVAC DESIGN REQUIRES: YES NO - DUCr : M(.4 DEFECTOR 3 FSE 0A.!.4F R(5) X SMOXE i)A!Ar^LRIS) F,, `E RA1E0 £N! O9 RE X FA Aii oofin ' a (ZING ASSEVOLY X SUE'01ic GENERAL N.V.A,C. NOTES 1. the contractor shall furnish all labor, material and equipment for complete H.V.A.C. system in accordance with these drawings. The South Florida Building Code and the latest edition of the following publications: ( MANS & ANS 89.1 Mechanical Refrigeration (b) NFPA Pamphlets 90A 91 c ) SMACNA (d) ASHRAE. 2. All air conditioning ductwork shall be 1 1/2 inch standard duty foil reinforced fiberglass with rnanufactured logo printed on the vapor barrier. 3. All exhaust ductwork shall be code gage galvanized sheet metal. 4. Duct size shown are net free area. 5. All air devices (diffusers, registers and grilles) shall be all aluminum construction, with exposed surface chemically treated to receive paint to match color or AIRGUIDE or approved equal. 6. Provide opposed blade dampers at all diffusers and registers. 7. Provide turning vanes and extractors all elbows and take offs. 8. thermostats shall be combination cooling /heating with system Cool /Auto /Heat /Off and Fan On /Auto selector switches. 9. Fan coil shall be mounted o a structural steel base with continous strip of isornode around its perimeter. Condensing unit shall be anchored to its base per manufacturer's specifications. 10. Refrigerant piping shall be copper type "L ". 3/4" arrnoflex insulation shall be provided for suction lines. 11. Provide new filters for fan coil before starting. These filters must also be replaced prior to final acceptance by owner. 12. A/C CONTRACTOR TO SUBMIT DETAILED SHOP DRAWINGS TO THE ARCHITECTS OFFICE FOR APPROVAL BEFORE COMMENCEMENT OF WORK 13. A/C CONTRACTOR TO VISIT SITE TO EVALUATE ALL EXISTING CONDITIONS e.GIUARE FOOTA . 3T EAKOOU,N: EXISTING RESIDENCE Si30 NEW ADDITION 450* TOTAL RESIDENCE 1,336* TorAL ADDITION 15 52% OF EXISTING RESIDENCE • ftA!ETER YALL AREA 188' -0'X 8' -0' = 15+;4.00 - 201.a4{t aSS AREA) 44.02 (COORS) = 1258.14 (NET NALL AREA) D{ISriNG CooENS£R To RAN REFER TO SaAOULE FOR 91E AN0 !1,100£1 EXISTING E3 D ROO'1 EXISTING KIrc 4 N I fa4sW.; UNDER to wsimiZO EXISTING C 14X8 115 (i,1 r ( .4 8X4 31 63 CAI 5'0 EXISr!NG -- LIVING FZQQI 10'0 cr; ox8 3NEXIST 125 n FAMILY € oo i 72'X60' CI 10x14 44 244 (f14 a') Ix 1Q8 3W 125 m ]2'X60' PROPOSED H.V.A.C. PLAN �I 1 PLAN NOTES: EXISTING EXTERIOR WALL INSULATION WAS NOT VERIFIED ANC) NOT INCLUDED IN !ENE; cCIY CALCULATIONS. 2. TPE EXISTING INSULATION IN ATTIC IS R -19 AND HAS SEEN VERIFIED. 1.8'X36" �:tISTING r-3 C) dOOM1 C 142x,8 24 125 CAI " 8') r ---- - � _ 1 cI 'c a '1 115UN 4sX13 riNG FifioRcal ExISrING r;LO:3ET Cw 1: i4 C aG.LL f masa w U w O ce OWNER /CON FAC r FRAN ALLEGRA 1134 N. 18TN STRE£ MIAMI SITCRES, FLCR 0 PHONE: (183)221-- 358; MICHAEL A. SCAV1)LLO ARCHITECT LICENSE NO. AR O0C4956 SHI) TA!':,tt_y r. 1VE 1 Hdr: ;In r)I!.P,1 OF 1 \ ' A ■ - . K. lr'S(J \1, -_ \ i ■ L '3 Af 1 ' 1 1 , f 7 ' r P t . • 'tto r-'11 R•r rl County, nit, i)r . , t of Ft • t 14•n(..).. , 1.1•rr • 7 L :717 • titP -1 /.11RFT-; r ‘1 • ■••• Nor W • r 0 t r v Jr) I \/ re) P vi) C PIPS �_ POIC th N InaT �U_E.t Q�:atilERgal EL A ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Dr}er Vents, Number of Paint Booth Fan Outlet, Wall Ductwork, Cost of - Piping, Flammable Liquid Service, Temporary - Pool Piping A/C Central 4 -7 Ton Fire Sprinkler System Process/Pressure Piping Fire Pump Outlet, Switch Fireplaces, Number of Pressure Vessel Signs A/C Central 8.15 Ton Fixture - Fluorescent - Pump, Domestic Oven Space Heater (kw) A/C Central 16 -20 Ton - Pump, Fire Stand Fixture Light Parking Lot Lights Spas/Hot Tubs - Pump, Re- circulate A/C Central 20+ Ton Flood Lights Plugmold/Strip - Pump, Replace - Pool Subfeeds, No. of Amps A/C Window FPL - Load Central - Pump, Sprinkler Posts Swim Pool, Commercial Air Conditioners - Pump, Sump Garbage Disposal Range/Range Top Swim Pool, Residential - Relay Repair Chiller Generators, etc. Receptacles - Roof Inlet Switchboards Clear Violations Heat Recovery - Septic Connection Refrigerator, Comm. (p✓PII) Temp Serv., Construction Compactor - Septic Tank Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days - Sewer Connection Deep Freezer Low -volt, Fire Renew - Temp Service - Shower Water Service Demolition Low -volt, Intercom/Teleph. - Sink Repair Circuits Dishwasher Low -volt, Television Service, Number of Amps MECHANICAL TYPE "` Minimum Fee QTY. TYPE QTY. TYPE Condensate Drain Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dr}er Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections - Pool Piping Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Sprinkler System PLUMBIN TYPE A/C Condensate QTY. . Y. TYPE + Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE : Soakage Pit QTY. Bath Tub Drinking Fountain - Miscellaneous Repairs Solar Water Heater Bidet Filter Replace - Pool Piping Sprinkler Repair Cap - Fixture Fountain - Pump and Abandon Sprinkler System Cap - Water Gas - Appliance - Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural - Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane - Pump, Re- circulate Temporary Water Closet Clothes Washer . Gas Piping - Pump, Replace - Pool Urinal Dental Chair Grease Trap - Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker - Pump, Sump Utility - Water Dishwasher Indirect Wastes - Relay Repair Vacuum Pump Disposal Interceptor - Roof Inlet Water Closet Domestic Well Laundry Tray - Septic Connection Water Heater Draintield, 4" Tile/Res. Lavatory - Septic Tank Water Heater New Drains, Area Meter Set (Gas) - Sewer Connection Water Re -pipe Drains, Floor Minimum Fee - Shower Water Service Drains, French Miscellaneous Equipment - Sink Well, Supply Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFJOAVIT.. Please read carefully, Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal Food criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner o and subscribed before me this 2 rl day of ( TC1.n/ Print Name Print Name Signature ! °.tary Pu State of Fl.rida Signature of Contractor / Qualifier Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida PERMIT APPLICATION SEAL: SEAL: ` p . C 4 Y p oi !/ OFFICIAL NOTARY SEAL ANGELA tut BECKER 2 it )' r # COMMiSa.ON NUMBER Personally know: y F OR, l �lg ttifica on Personally known OR, Produced Identification tAY l ` N , V M 7 " .t 00 'G F/5 � Type Type of Identificaf 0 of Identification Produced: 1 9 85 ' Page 3 PERMIT APPLICATION I I INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY D TE Zoning G% .•� / )O Electrical Repair Mechanical Demolish Plumbing Relocation of Structure Fire Foundation Only Public Works Add'l Attachment Structural '31 .44 Building Official Other PROPERTY OWNER ct 1 /�,t•f Name �!*//¢ ' /G e V Address i O e// e AO s f- � y s 11it•# t Flair", `L yyad _ Home Telephone ? 5/ _ a e / _66 ? 9 Business Telephone so 1_ 3 e1, _s y3.7 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) 1FRMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PEANUT FEES $ /a0. QQ $ 62,0 /� y / 0 0 (sq.ft. = x/1000 x q.60) (¢.005 /sq.ft) (¢.01 /sq.ft.) TOTAL $ ' ( v ISSUING OFFICIAL oo REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS The folloming steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized, Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: f/ f� [J /0. /... rd ,i A fro Address A t. Folio Number ! L � t/: ` DL3 v D escription of Work r,t, 1 Lot Block Subdivision PB Current Use of Property Proposed Use of Property Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Value of Work Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CILANGE (✓ ) ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. P ON Do ' /AI- 0 ' State PG Zoning Linear Feet Zip 614—Li Square Feet Units Floors Bldg Value PERMIT APPLICATION ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name L�reense No. Address Telephone Fax Qualifier Name