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145 NE 95 St (13)— 'N t3 Y' , 1"3 2w lox 70 coG f'1/vJ SUBJECT TO COMPLIANCE $MTN ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS R I . ro f " I)C'\ S1 l3 - - - -- --- -- s CD/kr 0 � �XTUz �^ e rt 126(,- JS T (CA, t " 1 C,At5 T s! A ✓o / . 1 NSd N i7 ltfJ NC; r) / A Cr 5 s r. c A 0 3 51 L- 14 T 1 0 A TC H cc / ► ?eF i)( S / + 3 /g%' 3 6e?P e C O rl f7, 1) e 7 /k I L p vC G ©I\) t� u v. 1, Au X I) V ? N PAN (v - t Y I -t l A A T G O r'vo. 5e s n use AJG rYP. Foy t3o T 1-4 S/S Teri S • f Ad (A :.-, . s r) � x T vs <° e 7 i L 'J o 6 „,-- )< ( T rJ e 7 I L s `J (' /) 1. P e C°a C� U 1 1 A S rA iv l7 ,\v i) Co)�11� ,zA 74 8O 30 I) /1.-/ r [ter e - 0 '1 O (- /-I e A 7 S K UJ T AL. 13 TU 33 / '! O J e 1 ru h� o0 3 , , r',1 0 1 if ; c. A 5 T 5 G. HALL s rA1 r-,e; , /0/ /0 200 1- 17)- Seco FI-Oor 6-ues 7 ( cu i p, . 5 tv 0 e To 774 s e z Seer 12 , 2 e "pc Re ro A r 1-/ 9/8 5 c ? A/ /) /4 r 1) Z A7,A S L i L O - fr( ct_r z3 ru 300 /3 7 /a, ,2 0 / 5 , 7S /0 x I 00 61,- r o c. v e e. 0 / X / [3 At-A •1/21 000 iZe se rS 8 R 7 / 0 / 00 c key') r TOP S o Re . ;LL A/6. ,5 5 7" c_Aeo 03.5 s •trri5 rligsaGrr5 ri,tiNGT5Fa-- 4, 1 • \ - 1 . 0619 1- a 4v41•roi4 - rig.A.4- 1 6e0P.me4 2 . fe>4 JULIG 0011 0. 1 ho-cyt‘ii4 1 okdroi4 r C (-9P 1 ) t.)k‘_.1 00PP IN(.p Typical Waif/Deck Detail 1 101 limOR F'L' r1L-zrp- thiP coPWL Gpbulz) pk.lipte 6 10 cop4ouir 1.161-f N1i0140 (HOT - Y ) 11 - a at-41416a) ,c421• pcA. vki/ it-4 Lay v+screA2. c-O•Toer 121.ve SUL-1 IIJ Light/Electrical Schematic - 0 - A - Ccv " 0 .5 Cal P*4 6 I•lar 5 51441P.e44. PAr Nit•It a$0) puriP 9i441 2014) 1 curct TincK a t; 1.4/ 1 A1-1.. AROUND K I 1 1-1 a*. 9, NNNN KanA.R1-4s I Exe cdvinict PATICif FuTI)RE PATIQ NiC,1 T IMO PS. *Iv c VraF vu 0 a ct a efrA-4 coPfr-L- &ft-i346 pLe62U1 6. -11.+IcK kco4,4..S Top - ro E5 • 3 el.A‘ lo,o, eve) WA4-1 .* 0:4 • 1A:.OL u P‘r Are 48Ost. Volume : 14000 Jaa-.4 • CAL 0 !L8 8 • SvraP ialSOPL6 6FiAtA.• g4ze, ft.4 ii161 UP /1/21-kA-i' aa. 0H0L-c26 r.> A 12 AE:IDVS :-. kJAta • .",/ , • • • , , A li;;1 • AT7ifff • k•-• - ar‘ • NoAT Section At Raised Deck Retaining Wall . •■••4•••••••■••••••••• 741 ' • • . • • 2 • • r • • Pvi . • / • 1 • • Stair Detail \ • N.- !,\ Fnss / /isfR A - - K OUT r-utiolt*i WIT1vtRTO4 • / ' 1 ' TO 9 '"•r *5140011T • / TO PA PUMP .Tr r etimp .; • ' • •••••• . . • . scuc■ GrAi $_l/ 5{26e v e•Aa. Got-I1INtiou6 &96 P11.4 iset 4upk•re Ace-ol ca4 li#4e e.g.t,tb 64 lowx & $ GeSC P I •fit C441"1 U01.;6 rFl*SUP-ID eie.A1a-u■* r1ava.0 1000 FsP. 1/41-1 evt-earp-uci!al AL-4-oy46 i*E3 010 eft./. 1,11.-ipeA ips • /-111-J. 8 • ••• .•••■••-•.* i tos-0 - 041.006 1 00-‘6 0?4 isr OpP pe 1 fr1is41r1UM• •, • • ." 7s •.`? • • r • 12 N1•0 • 50e NtA*IrelOw1 6ttorGP4Ta • Vslat.4,-- . Latit*40-ra)41-0 pt.oaia. e;t4 -1••••01L-4 *'ti . HAN/1N*. PgeerAJMEO 0074 c"Ptoarttf opr a000 Kopf. r6 3080 ps l 04 20 2. 40,p s (660-0 00 id0426) AI 11 --ac 06ci-or,tifka POGOir, II LeIret .1 :1404T vo0T �P. Z1 Of-eicK M !..)110146 5 - .P614'; Pe.r. - • 0 3 Decorative Rock Wall Detail 26 -0 Gt,iteg re-ialma-roa. Typical Pool Section ' - lb, • N3 TOP FRONT ELEVATION - Cup Anchor Type Handhold Detail I 4- 1 1 11 t It 1-50 I- Cc• _ 4,,_ .. T , • s , 614.)t \ COAL.J. Eric, 0 2. SPA ,h3T u4 NI 1.11.4P ./ , Al44.4.1.-4•44. • . • - •! IP HI&I--t-r eicr,44 Aki:vva OP PO iklevr0F - )4a5..ev6 i-2( i-tA.K.101-4a.c o os y-t• Fterestulp-e.o, F 2 .4r.4 1 ,101/41 , 0P4 4 -. P-4 1 Nop-4 wil42 emxe'qt-.16 F s4awr /0% op- P*P-ii-i15.-FL Pos-i SP-0 Ae.ov Peof‹ - 6 ) 11 4 11- ‘ ,11 tit.qO sPILLHA/ FOOL L-LATE LiVK L. *PIT rektNAT I N TA 4 13.6.5 3 StiOt.,1 N .11Y111.115, tis/G?0 --- • CArAtRIPG0E r I LT0 Ft. • i+ VAL-v5- FFA-FiPFL." Pairo ?we 1r4 3/4- c4.1.-A3 Grabrail letail RA PAK 240,voo B 6A 5 HOATOR V2. SPA REITURN • • . e 44 1.1-00?-1 sAr-vily Fzopa - r5pLfriikAL.5 .b4- TO GLIp h1" % j 2.HP CIAM.LANGSK PUMP cothFv\s 0 - - - 1101R111 • • Swimout Bench Detail opootwoR Filter Isometric TOP OF POOL WALL ELEV. LESS POOL DEPTH ELEV. AT MAIN DRAIN FLOOD CRITERIA LESS M.D. ELEVATION POOL UPLIFT Lop 2. FOR HYDRO VALVE ADJUSTED UPLIFT PROJECT AME: 122" fiVIJAN RESIDEN $cAL. Al des** and (Male shown on this drawing it* the wits** property of Keller tnglrieering Associat044 (Jae of any infornwition COollthid hen* lot the (MOW construol$00 GOY Ott4( Pr 0 6813 SOUTHWEST 81ST STREET Ft LER ENG! EERING ASSOCIATES IN MIAMI FLORIDA 33143 (305)667-8975 . Filter Isometric. ET: rrr: 146- u e 9 st MIAMI SHOWS, §C All AS : f.14401kIN . PAT VI 2/61 ORAWN BY R. 6 GENERAL NOTES PROJECT DESCRPT)ON A k Swimming Pool Details - 4' 0 -20 • , WItpcvi , the coneani of Keil:ilk ko914ering Associates lita. is unlawful and whibllect FLOTATION ANALYSIS DiApirag 1. ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. . '2. REINFORCING SHALL BE. NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. 3. ALL PIPING SHALL BE PVC SCHEDULE 40, APPROVED FOR USE IN POTABLE WATER. 4. INSTALLATION OF LIGHTS, JUNCTION BOXES, GROUNDS, ETC. SHALL BS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 680 OF THE NATIONAL ELCTRICAL CODE. 5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR THE OPERATION OF THE MOTORS, LIGHTS, ETC. THE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT THE POOL EQUIPMENT LOCATION IF IT IS NOT WITHIN 50 FEET OF THE FUSED SWITCH SERVICE POINT. 6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A #8 SOLID COPPER WIRE. 7. THE OWNER SHALL BE RESPONSIBLE FOR INSURING AGAINST THE ACCESS OF UNAUTHORIZED PERSONS TO THE POOL AREA BY THE INSTALLATION OF AN APPROVED BARRIER. THE BARRIER MAY BE A WALL, FENCE, OR SCREEN ENCLOSURE. 8. ON SITE INSPECTION INDICATES SAND AND ROCK WITH A PRESUMED BEARING CAPACITY OF 2000 PSF. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF OTHER CONDITIONS ARE ENCOUNTERED 9. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS. 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SFBC SECTION 5004.3. 11. THE OWNER AND CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETE CONSTRUCTION SUPERVISION. ENGINEERS SUPERVISION IS NOT IN THE SCOPE OF THIS PROJECT. .0 4forall64141.41 rM Feet- ig41104 4 41••PANIC2 5, •- I . " • Diagram. ': . I o• z 0 I 0 0;o r r. m 8,6 JJ "- TOE OF FILL 22.5' 20' N N ASPHALT 20' 0 A m SCALE : I "= 10' STEVEN JOHNSON'S PROPERTY LINE W N 0_ 42.50 0' /\\-- o v1 - M m 0_ EDGE OF PAVAN 20' PAVEMENT w LOT 22 LOT 23 TOE OF FILL U cJRB LINE 0 0 rn 0 crt U1 20' 20' P1 4.2 v rn ORDER NO. 8872 SHEET 2 OF 2 RTIFIED TO: ATICO SAVINGS BANK & ATTORNEYS TITLE INSURANCE FUND INC. avied this 14th day April, 1988 to include Sheet No. 2 MHO 50 n c ' f4 t3 12 J 8 SURVEY of the East 1/2 of Lot 19, all of Lots 20, 21 and 22, and the West 10 feet of Lot 23, Block 20, of "AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1 ", according to the Plat thereof recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores. ORDER NO. 8872 DATE: July 29, 1987 FIELD BOOK #350, Pages 1,2 SCALE: As shown WE HEREBY":CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in July, 1987. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472, of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 Street, North Miami, Florida By: V. Pres. HOWARD C. GAMBLE Registered Land Surveyor No. 1683 State of Florida drill 30.15 0 _ coNc. SLAG TE Fzt2 Azzo PAT t o RooF C.B.S. WING WALL. A • �; 3o Y _ sHE rb 2 30.15 coNC. SL-A6 Tc PAT to Roo C.S.S. 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A/44* tWed5.1 0-d 0 -Y4 F rovol) . •••••• ••••••••••••-•• e.xv-73rif 0.4.611,6.)o eel( TiAdie-A P-6()0 • 11 - rfi)=5-X '.. --) Lir rtir c. Pt6 0 Ift2. 1 ; i 'As • FlOie 1 • 4 4 -./A.F 1 14 4 . ALL jiL r T Fa llte c fiate) 9/ I rira - X OP-q LJ 1 a‘ . 1_1/4.41:v+ • • •• • • z cc 0. • O 4) dc 04) cf6 u) • 1 • • uJ S 2 F REVISED BY DRAWN BY ea C (O c0 0 co • 1 6 . 0 0 4, V c0 z ct • ti co • xi 4 + ?!•,. t\iy_1/1 ",„ t : (- 41 * t!' . rti • • ./,>A r - • C * r • firreyr rr ‘f Irrr V rr f re I T r _ to ref _CL k - t • 3 NORTH ELEVATION AoW.kAAGIS.4, •••■•-• 11 t.12. -; • r • f • 1ff' ifi[ r‹) 1- 1fr-k;v ,' WEST ELEVATION r->- fri-rtcri'rrifirt Pr111'.r)'''''-'•••". r f . 1 '.1 17- q frl r- r r r r f e r ,--r r `-ef It I4. . .„. f, +1 1- tri%'( r .[- ..........,...,..... . .„._ x r tff if.t. • . - HFrWril ' - r csii :-- 1 [ ( iI'i.. . I Trffftt;\ -- tro r r t r ,...„. i. .....„ . 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ISO r - Ft- • FL • • • / / ' ' • .1,2,41C.IVRY4Ipm....m • - EAST ELEVATION rtta . . . • • + • - - .• 3 1 r r hir . , z • ''' . • 4 .- 1 ;• • L t 1 r)r -`.5 • , • • tu A - 3 OF 6 000R SCHEDULE .„.t TYPE :. ... , [ NIDTH HEIGH -•71-10 REMARK _ , { ,e/.'& fv _ R 1 f ' � Q LI/. 1 /' • e f a ..,,$., i aim • � 1-e.r r -- •-6-3---- � 4 •� I � r ) r 1 . - - r0,' "6 14/4' 1 ' .. p ± -I 1 16 •1 ' , �"; I a b) «l'' tip- ,'�4 • • i F % �dd l Jr, p,0 - j r or t � 1r'1 — 1. P E Witt. bi 11 � ttlE tit- t41IE. 61111104 6.21t0 t1t a k11r i (. O / J .! till) 5 - AI . r of QII I "t 4Y E i t - f1A1 O /ttx lYi<' '?l'. r 4 1 1 rfL -• i 1 "ACM 43 t( .7.14. %filo Ki plOot At (4I F004! ?km , 'lvlk# ..TSAR" 4'V. ,t %E + oc1orr . f#etigttQ4.01 AP(:, J E ti roLEOt 0.0 i> •t4q EUoc�1r c:( ). 4biit .. .;: y . - #tGe r44: 1-W 1i {CO 4S111,4/ 1 tf4" ( .r • ° ° " f i TRAIN ROOM \ 44 Pfuntuatittiattl WTI Lt.! MITTIRai i)v t _eov."' • ` JE4 1 � >r rik - 'ri ir•li i + . SITTING ROOM SECOND FLOG BATH i 1 4 ITIFITIV BEDR QOM I 1 'I Olt • r • • • co O 4) c 0 c 0 c CO � Q MO CO opts r M A - 2 OF 6 Anakeilemismaaammiamospassaparsiraminsaidll 31 2 1 0 • • a • • • • • • • •• f • • Worth • • SITE PLAN " 1 e41-1(...• r)).rS:0,441. e•— - 11,11 ---- r • • • • • ' SO 1 1 11)115"'' • # ; t 1 *$ t ti 9 6 it ad, 4404: k 4 4 " '31 , 5 ` 1 , 1. as !ice to 0_0_, 6 .„, , t stii. 4: 4 434 tit tito 'b'gfCfr. CbC (,t r o4:4 P404$ 9? sitlic4r "s....01 1 't st esiclAt th 1 1600 91,$,b,t• 000,41 9'4s' I 1 . — ot4:4- .L_ ••••• •••-- #5.s..)z,Uv.4e •-• • - . . 1 • 1•11•••••••••••••••••■•• • (4 Tut APPROVED •-•-••—• - - • I , • • I • 60 GW-" L1.6-) 0 11(11 420 eloo e INVERT OF DRAINFIELD TO !3E NOT LESS 4;4rric, -rAi . 9.ta THAN 7 .‘ SEA LEVEL DATU'il (NGVD1 INSTALL41;-i21--/ES OF SAND UNDER , IHE BOTTOM OF DRAIN/FIELD • • . 144 ee,1-1.?„ • 10- • a- e,rora- f • (11) 0 cc w 2 (i) a. oS CO tN 1••• • • LU A I OF ( 4; • CERTIFIED TO: C T. F.A. AND ITS SUCCESSORS OR ASSIGNS M AND M TITLE COMPANY ORDER NO. 9502 F.B. 350, P. 2 Revised this 29th day of September, 1989 to up -date Sketch of Survey. 4.4 PATCH I PA�Lt<v`/P+Y L"�fSh10n` • . NS- 4& Asr i -4At.T t p • , . Alrit • % t 3d • �-' �+ k.i'�' ,�$!.. rT f :��;r� ��; rr , �•4S•�.3%;,,i.+�.�k,.d�.1o� •. ..'� . u+mr . JSG � J r: NCE Po'T ON l.1 r1 d P oa' WOE. drill hole =S HEE PI1` 2 X6 , ill 4 15 mo t — . O Id-- • -_ 13 . a _ LL._ 4 0 n n __ - J - �� a 'ZDt ,6 ii le P ? 1 w ,Ohry 4 0 r - if? CERTIFIED TO: ATICO SAVINGS BANK & ATTORNEYS TITLE INSURANCE FUND INC. Revised this 14th day of April, 1988 to include Sheet No. 2 SURVEY of the East 1/2 of Lot 19, all of Lots 20, 21 and 22, and the West 10 feet.of Lot 23, Block 20, of "AMENDED PLAT OF MIAMI SHORES, SECTION . NO. 1 ", according to.the Plat thereof recorded in Plat Book 10 at Page 70•.;. of the Public Records of Dade County, Florida, being situated in the Village;," of Miami Shores. ORDER NO. 8872 DATE: July 29, 1987 FIELD BOOK #350, Pages 1,2 SCALE: As shown _wEYtHEREBYCCERTIFY: that the attached SKETCH OF SURVEY is true and correc to the best of our knowledge and belief as surveyed and platted under our f direQtion in July, 1987.= We further certify that this survey complies with the' Minimum Technical Standards for Land Surveying in the. State of Florida' ° chapter 472, of Florida. Statutes. L t✓ ti 4.o�AT1oN : MA :• too' SKETCH OF SURV A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS N.E. : 126 Street , North Miami, Florida HOWARD C. GAMBLE Registered Land Surveyor No. 1683 State of Florida \,., V. Pres. • Rw GLASS AREA ANO TYPE CLEAR TINT.FILM.SOLAA SCREEN DOUBLE. PANE SINGLE. LE fa. 00uBLE• PANE NEYY OONSTAUCfON O AOOITION SALIVIfAM ILY ATTACHED ❑ (3 staill01 SINGLE - FAMILY DETACHED WALL PE AND. INSULATION —. CE1L NG TYPE ANO INSULATION OF GLASS .--rte• TO FLOC* mom mom Chosen: SPADE: DONE' „4 Of ITbNEO E A• 0 ttoi 24 ERICA JOOETSICAAC W . 11,A11111, AIONSIIIII/00.10,4■411110b MUTING SYSTEM Tile 10A CORE NEW WINOOWS EXTERIOR & ADJACENT 0008 EXTEFUOR J• NT &CRACK SOLE g TOP, . PLA WATER otEATIAS POOLS SPAS . MAC DUCT CONSTRUCTION. NNSULAT)ON & tNSTAU.ATION RE At 4.1 904:1 904.1 g03.2 403,2 2 4(.14.3 9443 904.4 matramilmommi 904, Minimum of 0 34 CFM per linear toot of o•arable sash crack includes sltdi • •lass doors . Mt,Kkrtum 0 0.$ CF IOW per t4. M, oI IO are a: solid core. wood Canty. insulated or glass doors only. To be Coined. ga$keted. we athersutpped or otherw•se sealed• Soo plate• and penetrations tht0u9h top {Nates of exten01 walls must co sealed. IntAtektn b*rRM rtluq be installed in 01•1460 walls & (LSed wood floors. AM' a;n inten01 /unlace' of ceirtn9' and Ixtah*r *alts must be seated. Exhaust tans vented to uncondit tined specs &has have damped, except l01 combustion devices with int •rat axhausl ductwodt• COmpfy with efficiency requirements In Table 9.7A. Switch or clearly manic! circuit braakar (electnt) Of cutoff At must be • Ovided. External Or bwlt-tn heal tra• r •wed. Spas & hatted 0001' must haw covet (axcrot solar Mated). Non cOnmrnerctal pools must have a . •. WV. OAS s04 & poOl hailers must Nava minimum thermal ethCenc 0 76%. • Insulation is required only IV recirculaltrtq systems, including hell recovery unit!, In such case'. pi • Mat loss shalt 04 !instead to a maximum of 17 5 BTUH pet linear loot of pips, at flow must be restricted to no more than 3 • allons • r mi to at 80 PSKt3, AM ducts. IiKtnQP, mechanical equ•pment and plenum Chambers shall be mechanically attached. sealed. insulated and installed in accordance with the criteria 01 Section 904.6. Oucts in unconditioned spate and all handlers located to attics must be insulated 10 a minimum R•4.2 IR-6 altar 111122). HOT *ATEA SYSTEM it; irw 2r11 limulloollornairrnal. 01111111111111111.1111.111111111111111111111101743 f • SYSTEM merwayi IinO«w fin Pit KW Wyss 041040 rt . 1 hMNPF IPErvi CAW! AGINt SAHitlU If MyLTIFAMILY. NUMBER VETS COEREO AY THIS SUBMITTAL CHECK if THIS SUBMITTAL AEPAESENIS A WORSE E CONDITION 0 MAIM ANACENT: A• COMMR tt • Of nn �r II MI 1 W000 AN IN a ►' MASONRY RAISED . COMMON: R• RAISRAISED: Aa Oit COMM A• SUB -ON• R GRADE, W000 FUME EXTERIOR: R • AOACENT R • COMMON: A • All COMMON: 0 ELECTRIC STRIP 0 HUT PUMP ❑ NATURAL G�!•S O FUELS ROOM UheT OA ❑ NONE OTHER - PACIV6E 0 TERMINAL HEAT PUMP r OOP SPflAFUE • C.CD u•atton WI +t comptanca * to ma OAT$. two Coos. tt► DAM PACKAGES UNOEA ATTIC• q• ra.0 Awt* or part and ►p.c.bcabonl cop.N d by tn.F cakutbbn t .uaa comps.Y•c4 *nn LS FI £t4 COI- Bowe con► tructan tcompi.tW.Ihtbu.tot^s+ri W trifeKlii. tw compt•w 4 a 404006an 4 *m ocean So] ioa. PA 0uK0o4 OFFICIAL - OAT! 0 ELECTRIC 0 NATURAL GAS ❑ OTHER FUELS EF • NONE NUMBER OF BEDROOMS • Climate Zones SOUTH 1 8 9 al Sous HEAT RECOVERY 0 0E010 3E0 NEAT PUMP 5F/EF • Q g FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 10043 41 section t p artt�ant Com A N Method Affairs tI s , O AO ,ONs EXISTING RRE E TIIN. e I OE'+GS TO Watt, A rrG MUST NOT OA A l O PN NE ENERGY E F ENCV AESIOENCES OR PTNNES IN ANY IVORIES LESS ANY NE Of E E EO E3CAU Nt T EPI Of P TS S5 ANY WIN ALTERNATIVE µ i PROV 4E0 AOaT10NS Of 600 OF SOUME fEE10A LE `4 SY USE Of T POHMi 0 000041 if A Nkomo 40€3 No Ws N11411400.11 WI STILL COMPLY UNGER SECTION 9 Of THE CAGE Wood Frame INSUL. 9.0 10.0 INSUL. t0.5 CONO. CONO. ELECTRIC root ALLowt RESISTANCE' tste eit.0w) TO IE 1NSTALLLO EXT: R • AOJ: R • ----...• COM R • IXT: R • / AOJ: R • COR R • CEILINGS MINIMUM REQUIREMENTS COMPOI4ENTS PACKAGE FOR NEW CONSTRUCTION 0 Slab-On- Grade R-0 Raised Wood R•11 (ONLY STEM WALL. CONSTRUCTION ALLOWED) R.5 Raised Comets ELECTRIC CIASiOIL(AFUE) C T HE R STRIP STRIP ExTERIOR, ADJACENT ANO COMMON w000 FRAME WALLS R-11. NOT ALLOW' S) (SE" BELowt MINIMUM EF OF 54 EXTERIOR ANO ADJACENT MASONRY WALLS 11-5. COMMON MASONRY WALLS R-3.. CEILINGS UNOER ATTIC R-30 FRAME COMMON CEILINGS R•11. (NO SINGLE ASSEMBLY CEILINGS ALLOWED) F.90 EF .90 Any of the following are allowed: dedicated heat pump, hoot recovery unit or solar with a solar traction of at least .40. STRIP STRIP STRIP 1991 MINIMUM OF .70 1992 MiNiMUM OF .73 (direct fired) or .78 (Centre)) ■NSUL. NOT Au.0w10 (SEE BELOW) TAM 101 .- ..l, . ...........—... i• -..' i 'Minimum 05c:it/notes for gas and electric hot watt( systems apply to to 40 gallon eater heaters. Refer to Table 9- /A 10( minimum 0001 ortionola for Oil wet* 4001 ar4 911 IN eietibl .i. .,. Systeme with Whet sit aid tanks, . .. , ''' GENERAL DIRECTIONS 1. Ni ii construction inckAng additions which Irocorporates any of the f011oging features cannot comply using this method: rasps wood floors without oOntinuoruit stem walls. Oil altia want single asientoty roof/coifing OOnStruciOn. Of skytOts or other non-vertical roof giau, .. 2. Choose one of tho compononi packays 'V through 'F' from Table 108 by which you intand to comply with the Coda, Circle die column of the packay you have chow. ' • . 3, ' On taco. 108 you wig fInd a column iabolod TO eie Instilled'. In this column el in al the /Optical:tit 404044 with VI infOrmatiOn rtquosted. AI 'To Bo Instariod" va)Loe (Nett" nil . . . to of more effluent than the required !VOL . . . • 4, Complete the information requested On the 100 hill Of Me 1 based On the - To Bo Installed' column information. . . • - - , ,:k. 11:4. 5. Prod 'Minimum Requirements for AM Packages', Table ICA on page 1. and check each box to indicate your intent to comply mall ail applicable timt : "-- 1. Read. sign arKldato the 'Prepared Ely' codification statement at the bottom of page 1. The own' or owner's agent must also sign and dali tie fortis ,.. . OESC - i - AtP/10N OF !MALMO COMPONENTS USTIO . : Paton! of Mass lo Flow kw The percentage of Mal glass area to d, condiDonod floor area shall not exceed trio prescribed percentage. This percentego is calculated by dMtranital ' - . total of all glass areas by the total oonditioned Boot *ea. • ' . 0 TYP4/ In oft* of increasing energy striciervY. tt fross arc single-clear (SC), Ogle-tint (ST), doubie-deu (DC) and doube-tint (0T). overhang: m Qv/thy-11th. dietetics the roof or soffit protects out horizontally from the as ol the g(asa. Ail glass areas shall D4 undo( an overhang of MUM the proscribed 100 MI the following ercoptions: 1) glass on the gabled ends of a house arid 2) ell gian in the lowar stones oI 1 mut tvusi1. . . , Will, Coiling and Fkat In sulation Volvo*: The A-values indicated represent it. minimum acceptabla insulation** added to the structural components of the wall. tang or lbw. Thi R.value of Oa structural building matwals shall not be included in this calculation. - Common' components are those Separating cooed tenancioll n s rfluMMarnik buikfing. '14100 soparato m0044 syca from unConcktioned WI enclosed space - extenoe components separate conditioned space from unconditiorad and unencioseil spade. i oor: Slab-onigrada ffOors vfig)cotolecigeipekrtion art acceptabla tor sa ockagea. Ra 40 floors shall hos continuous stem walls with in5U4O011 plicetl antiof on the afaint eata , i'l•••. under di floor. . • . ' i : • • - • - , .„ . ..,,„ •ii: 0r 0r "CONO' indlcates ih at tit dual must be installed within Ifi • conditioned spact, that is. trio cloche** Oaf be tasted on the conditioned side of the insolabon so that any Isalkaga 41 .. . Fl 4 ..7.; be into the conditioned speCei Ducts 41 COnsiitiOnod sOlcO are accKlable for toy preemptive pan• . If 'NSW 1 spest4d, 04 ducts may be in uncondiSonad root but fruit 4 ...., , 10 a rtlininiuM installed insulation** of R-4 2 (R4 after 10421 . - •-• Spat. Cooling System: Coolifit Spleml shall hay. 1 St asoeito t.. ktfic Patio (SEER) for central units of Energy Eff)Orcy Ratio (EER) for room ()Ma of PUG'S equal 41 • ..-, . `• $ •• :i.i.ii greater than the prescribed yak,. .-. ..: ' • tlactrio Space Hooting Option; Haat porno systems shall t4 rated With a Heating Seasonal Performance Facia (HSPF) equal to of greater than Itie prescribed HSPF. Heal pn9 spare . : . may contain electric stn.; backups mooting the critana of section 903 8(b)3. - STRIP means electric resistance heat is allowed for that paaaga, ..... , i '.• . Gas Of Oil h.(' Spas Seet)•9 00 Get of Oli *MA heating Systtnis must b9 rated with an Annual Fuel Utilization Efficiency (AFUE) of at kcal IN levels specified bt 19al and MI .; Electric Resistant. Hot W MK Option: Fot - EF 90 designation. the olectro weir heating system shall bo at with 1 minimum Energy Factor (IF) of it toast .99. Fot package_ designated Not Allowe( . in 110000 resistance hot water System may Do instared only in coniundon win one of IN -Ott* 401 w ate( System opoone. $.1 t440. Gas 01 011 Ftiels 14o4 Wiles Opdon; 011 Of Oil waIN PI tating systems must O4 (IA with an Energy Factor (Er) of at out .54 lot a (34 4'. . other Hol Watw Sy atoll Optlions: My dedicated heal pump, heat recovery unit. or solar hot water system wholl meets to requirament1Ts 933.3(d) 01 the Energy Code may b : Installed. Solar systens nut t4 dewed 10 posed. M least 40% of the total hot *ate( (soli woo of .40). Electric rasistsn• iyalsita having An EF of el c • a f Nov, 0 I 6414$0 0 ' lystfots eith EF. 54 of goal* rosy be uted it+ ccitkcbOn sndi theSe systeMS. . . . . . . . . . . . • �: < ..�...L � �:. Win-..- s.1 «t -r..:. iM1: „v .x3 + -c r�wn.+�n -- .�..•.y i. l.' "' rTi'.y:: f Y t _ • �A. SCA LE WAX To MATLR;AL$ . �4 • lEiiin t e ELLIOTT � torte eiocx , ':I ARCHITECTS CQIic OVUltEd WOOD CENTRAL Af+'CAL ■ 63L.OG bilAN,il FLA. w ..�. : r , n ;s{: q+' ...e a.W..:..yr c...T•TK, _ _ ...a.— a.,...�.. -.wt - ..- ..�:.F,a •vti.tiJ,- •sue. -a... ,+rrw✓ .a+..,r <�.,r+ya rw; +"aC^,'�"aw u.w..�ex+.. TO BE ERECTED ON LOTS N5 _,2 t p Oct 2 O , $ECIIOU MIAM$ Stionr COMPANY C1t.`iF.3- f rr - ",p; • ,. �a � •d;s 7.= ���._ra�r roe.:• u. i�.. �-. �•.ar..«.em... �:"r'� x /4? _ �...�.._ ][.�__. _ _.T_ 1111.1•4144o 4r,.�.4.:4.�..Y . .w.. - .-= , 44:4.4.,.:,. u-„� �, s, ..,i __F t 0 • TRUSS BEYOND SECTION "AA" 1.4 0 /-4 M • 0-10- - 8 " 30-0 ATTENTION BUILDER Ali DIMENSIONS OVERHANGS, PT-1, roaE CHE.I<ED .1,F OR!)F.RING TR ir PS YOUR RESPONSIBILITY to CHECK OUR TRUSS pt A Ni TRUSSHS AT 24" 0/C TYP . END DETAIL 8 1, • 1 FLOOR ,TRUSS PLACEMENT PLAN • SEE LAYOUT INDICATE BY UDE. PICHT,FACIA HEEL & 0.11. 4 0. L. TYP ojI. DETAIL A ITINTIONI a DIMEt\r)!ONS 0 IE;r1AN.!4(1;S, TO BE BEFORE ORDERING fw.i:c.::ES 1r is Y(')UR RESPONSIBILITY tO CHECK OUR 'fR(Jss PLAN 12 0 J07 J09 • 1101 "7>c1,1<1 1102 TO1 TO1 TO1 TO1 TO1 TO1 e-4 3D VIEW 0 ROOF TRUSS PLACEMENT PLAN 0 J09 JO: 01 0 / :0,01iro 0 r. 3 t lor:Iriz3 H-30 L .7 faU33 1 143 SECTION "88" REQUI RED PE RMANET IY14; D D RA CINGS 3E1811 TO AlTAClin CUSS OANIGN MISTS YO3 PROM BRACING LOCATIONS ON faS YOLLOOING MU3SA3: LOCUM 240N3:303-dat-d324 lix:Jo-dat-ma TRUSSCORP IN '1 a if.0.171 4)N 1SC 1310 NI 32th .03 1AOLiY L0310A 331)3 03A/1111(3 * - Lt4r6:L____-'yl_ V Vi tAtt t etw IT aioRS • 4 a R0c-s k.ty 4(6 ' F65 \ v\-se4AV•Arm )1 1-1:5-0/4p_b r z"/ Toi litv,0` A ‘P/3-1 t% i2Ap A oe-A0v.