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Permits Folder 395 Ahern Street~:,~ ._ 13 43 7 DEPARTMENT 4F BUiLDINCi CITY OF ATLANTIC BEACH _____ FERMiT INFORMATION -----_- _------ LOCATION INFORMATION ----_--- Permit Numb®r; I.3437 Address; 395 AAERN STREET Permit Type:MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of ~tork:ALTERATIQN -------_- LEGAL DESCRIPTION ---------- Constr. Type:WQOD FRAME Bloch: Lot: Twp: 0 Prc~pased Use:SINGLE FANSILY Section: 0 Subd: Rng: 0 Dwellings: (~ 5ubdivisian: Est. Value: O.O~J Improv. Cost: 0.00 Total Fees : 25 .00 Amount I'31ci: 25.00 _------- OWNER INP`OR;MATION ____~_.:_- __...~a~__ APpLICATIC7N PEES _______.,__ Name: ~NNR Rt~SS PERMIT 25.dQ Addr: . -'ATI,RitTIC BEACH, FLORIDA. 3223:3 Fhan~ t: t3bt3)Ont?-~C~O!pQ --_--- Cb,TRAGTOR 1~7~`~'QRMATIQN ------ Name: DONOVAN HEATING AND ASR Addr: 315 SIXTH AV~1~L1E SOUTH JAX BEAC~I, ~'L17RIDA 32250 Lisa CACfl3:9761 Exp: f / Ty~ie . 3 „. r, NOTES: .NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMiT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s25.M 14 CHECKS ~ 389c ATLANTIC BEACH BUILDt G DEP``ARTMENT 981B8~3Z2i88@ ~ , ~; ,-- ~s~~ ~>~ ~ CI'(Y Ut~ nL1~A1JTIG t3EllCtl Gt)h11't_AIM' P4/1~!/1UE:Mf:t11- ~Y~Ti 1~1 ~' C T;.~;EiJ (dateltimfl): _/~/i~/1~~. / c~ ~ CCMPLA I~NANT : _-_.. ~r/-/_~/~/_~1.4.~c-- _----- --- -,~~!f'.. ~-S _ .. _ Last NAm~ First N~imt3 t1I J - -- ----- -- __ _ . CIT~r/STATE/ZIP: ____~.._ _..__._.._.__, TELEPHONE: (+--_-) °?74 _.-_._.l~.Q.~?= COMPLAINT : .~~~h-Z~ ---'5~4~ T1f--~-F-- ~A.~ ?-~~-.~-l -~ Lf - - . _ LOC:ITION: _,___- ~~ PROrER7Y NONE: _ -_ PROPERTY OWNERS NAME: ~.~.~,~.~_,~_S-S_~~FA,L ~~T~s.r,~-__,P2fiG-~YSG'~ DEPARTMENT FORWARDED TO: COMPLAINT TAKEN t3Y: ___-__ ___.___ DATEITIME : ____,___ __,. __ ___ 'OFFICE I1SE ONLY INVESTIGATED; (date/time) /~ ~~~ _______~.,_____~. _ --- kSSIGNED DEPT./DIVISION: 1~-G''.S-',_.__._.___._.._._____._... __ Pf~IOfdITY: .-,_ I N `/ E S T I GA TOR : ^_~=R ~-,cam ~ ,~~.~_~J_________'__..____.______. _ . CONDITIONS FOUND: -L ~~-~------~---------~----.-_ ------ - ACTION TAKEN; COMPLIANCE; r, ...TES: ? ~~.~ . ti. ~y t ~~_ CITY OF r~~ea~~ ~~ - ~~~a 716 OCEAN BOULEVARD ~ ----- ---- --_ _ ----- -___ ___ P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 ~`\ TELEPHONE (904) 249-2395 April 1, 1983 Pre-Service Section 3rd Floor Jacksonville Electric Authority Building 233 47est Duval Street Jacksonville, FL 32202 Dear Sir: The following final inspections have been made and are satisfactory: Permit 43522 - 391 Ahern Street, Atlantic Beach, Florida Permit 443521 - 393 Ahern Street, Atlantic Beach, Florida Permit 443520 - 395 Ahern Street, Atlantic Beach, Florida Permit 413519 - 397 Ahern Street, Atlantic Beach, Florida Permit 443518 - 399 Ahern Street, Atlantic Beach, Florida Permits issued to Ferris Electric Co. Sincerely, , ~ , ~-- ~, `John M. Widdows ~l~ Building Inspection Supervisor Jr;W/ is ~, C1'I'Y OF :'~'I].•~.:~I~IC BEACH F,P]'L1 CAT10"~ FOR l•;A7 ER Cll•T-I":S... . 3 ~~ idATER CUT-IN AT :,YPI.ICA'TION IS HEi:EB1' *ADE FOR_5-_ /~{ -- - ---- -- -,~-~e.~e r~---- -- _ - --- THE i-01_LU':: ING ADDRESS FOR Qf ~__ _ __ _ tiNl'TS . ~~ CUT- IN C'r.AkGE OF- - ------- - ---- --~~-~ --- ----------- -- ------ STkEET N0. <3°1l_j_'~~~`~~?S~_~~71_-~~~_°1-----Q-k.~'~-.c~_~-- -- - ~~ ~ LOT ~'szo ~ ~,uc~~BLOCK __ --- - ---SUBDIVISION ---~_ ~8,--- ---- _ __-- - gqt-vrvUC~ 397-c~ot~3 ACCOUti"L `:L.•1BER 3`~3-v4~i~~ 34~-c~~oi~y 3-9~ - ~~++a. - -- - -------- - ---- - - - DATE :•lETER N0. DATE I':STALLED ~. -. 3~1-o°~~iio 3~i9-c~,~~iy 353-~`roii ~ 395-cak~o~~ 2 ~,~ Y11J:1T j'~-- ~~2a--cast-c~ii3 - - ~.,- - - a~+=83 _ __._ r, iL -------- --__ -- - - - - -- - r_,_~~i•~0:. 3~i~t 39 3~ 39 SS~_~~'1_~3`?`t--- C~-~cs~%uti.----- -- -- ------ - _ _ s_~~~~vs s~ov __ __ ~, n ~: ~ y~ -_ - - - _ - _, - - --- ~ r~ r ''~ _ _ - - - _ --- - --- ~55 - - --- --- L.,~ -- - - ... ---- - -- - - Gc-/1'~ i ~ - -- -- ~- ~_ a C] 1Z' OF A'I'l,•'•.'. 1 I C BEACH /~T'i'L1CA7IU': FUP. 1•;n1rR CUT-I.`:S.... AYPI.ICATIU2~ IS HE~:BI "~DErUR ~~ ~ ~~ - EATER CUT-I'~ AT ------ - l~l _rJ_~lE' ~ P~~----- --_--- THE }OI_LU'::I?~G AT~Ur;ESS FUR ~ `~ U1v'ITS. L. - ~ UC CUT-1N C~'~kGE OF ~~-U--------------- ------- ST'r.EET ?cQ. _~j~j c•2 - C `~ :~~~_ ~C~,c -_---k.t ~.`.' -~ ~~:_-~ --4 3 -1-L, _~ _t 5 - - - -- --- LOT c'~, ;c ,L°_t•< ~ ~ t_,BLUCI: SUBDI\~ISIUN /~ ~j, A 3 ,3 " - CCUU:~T :.L`::EER ~ ti< <~~ 3,i~ c`rc,i,y ~ - ~=,~: ~ \ jz '~'-IL ~'~G '_L~DRFSS DATE :•i_7ER :~0. DATE I':STaii FD -~~i3 ~=`~oli ~ ~. e7S -L:~~Ui( 2 ! .~li J ~ ~i '_..~ r_~~ .'!'70~ 3Cj~ 3`r 3 3~t S~ 3`~1_~3`~`-~---- C,.~k~ Lv.=- --~~-~r.~_~ ----_-- - -- - --- _ - -,---- r--- - - - tJi '~_ ~in.~: lJJ_ S~_~~~I1nSlOy------ - - _ _ ~~C S ~-- ~~~ =~~~ -- -~I ~ JI ~,? !'~ ~~ ~ CITY OF 716 OCEAN BOULEVARD P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-2395 Piarch 24, 1983 Ocean State Heating & Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32233 Dear Sir: Please change your records on Permit ~E3884 to read Seventh Street instead of East Coast Drive. Also, please change Permit ~~5883 to read Ahern Street rather than Sherry Drive. Sorry for the inconvenience. Sincerely, Laurie Stucki Building & Zoning Dept. Is ~~-.q`~i~ CITY OF 7160CEAN BOULEVARD _ ____.____.___ P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 . ~ ~\ TELEPHONE {904) 249-239b riarch 24, 1983 B & G Plumbing Co. 13997 Beach Blvd. Jacksonville Beach, FL 32250 Dear Sir: Please change your records on Permit x/5301 so that the street address reads Seventh Street rather than Beach Blvd. Also, please change Permit ~~5302 so that the street is Ahern Street rather than Sherry Drive. Sorry for the inconvenience. Sincerely, Laurie Stucki Building & Zoning Dept. is ,. ~ O rs-~~l_J ~_T. l a~_ Foy ~~t.~ t.~3 ) r:~ ~~~ ~: ,l I ~1 ~' S ' D,h7 E_ ~1_ `~~~_ ~-___- --- ' pp~ v n~- /~ ~ ltd ~ -- ht?VL ~ lt C l! :DER U t = C' - - -- --- ---- ~ .~ _- ~ _ _, •STER P t : •-- __- - - - - ---- - Cl -i f/C':~~.:iY C~~~~'hTl G':A(_ LI Ctt:SE tJO._____-_____ -- _ _-- -- - --___-- .-- __-- ------ 5 ~h rE CE~tTi r I CATE ti0..-------- - - --__----~ __ _ __~-- .__----- - - OSS JI LCcR GR G~~'. T r.nC T OR 2' ~~t B - ------- ----_-------- -_ . _--- '" ~'PE OF BU1 LDf NG --- ~Ut-~l -!~~~/~~--- - •~ UN~ I ~ __------ -- - ---- ~'~._Sl tirV .- _~-..~ S1~'JriG~.7 Q ~ L/1~r~l1 } vr~ ~__ - ~ lll:TCll i"'.~, ~ ERS J,r °=:Tr1 i1~~S ~ DI Sf-,~,'ASu:~25 U~1 1:hLS _ _S _Dl S?CSALS ._ f O_CX. CS c TS _ S ~';,-^. S~~ 1 t ~ i :~+C,~i 1 r. E FLOOR C ~~.I rhS _ -, U 1 r,`=R SO TOTAL F! isiL'r~r C~JrdT r:5 T i+LthTl CN C; P! l~•:31 ~:0 AND F! XTLRES t•;~JST BE f N Aw ~D.;r.CG Wi iN TH` r'o5T RECSNT EDIT) 0`d Cr TriG SO` I. ERN S`IAND.'.RD PLU•~l rJv CC~1=. CI'! i Ut i-.'! 1. .: i l (: ' %,~1~ WA'!FR CO':';tCl1C)•': C1;'-.k~E DATE ~~"` ~ ~v-~~--- --_. _ LUCkTI ON /~ i' L L"-' ? I :: C c I RM ~~-- LCI,~'TER PI,L""_:F_R - -- --- „(~ _~/~l~[= -- ----,5.~ (~Uh ;UILL'ER Gi? CO::TP_=, CI OR Ltf_=____ ~~~_ ____ i~ii'E OF L•UILDI':G ~~`<tl_~T/ _ ~/~Mr~" -- ~ _U/VJT~ _ ~ rr.ir'%:OGM G?OL`P CO'~SIS"il;dG OF ,jo _ ~~~''„=:; STALL, DO'•'_=SiIC ( 2 L~':i'IS) l+f,TEP, CLOSc,T,LAV~,TGP.Y ~.I:D E::TI.3 -- /..V TL"B OR Si-?C'.:ER STALL_(_6L?:ITS) cUC",;~:P,S Gr,viir PER r`_=.D ( 3 L~';IlS} EATiiTLB ( 1;•I'rH OR ~~.'I T Y.Olir Ot'r R EIDET (3 L?:ITS) CO"~~II;r"rI01. SI1:'I; A~.D T??.Y ( 3 U:;ITS) CG"~I'~Y.TIO'~ SI1v'}; A'vD T~~Y k'J:OOD DIS_ - - ( 4 L'-nits) ____ __ Dir;;TAL UtYIT OP. CUSPIDOR ( 1 L~`1IT) _ ___-- DE':T bL L4t'.tiTOnY ( I U,ti IT) -_ DRI`:~I'.G FOII~~TAIN (~ LrJIT) DIS :.'.~.SHER ( 2 LTIITS) ~© SL:G O :S SI':'r: ( 3 t::I7S) FLLS'.=i1:G I;I~1 SIN}: ( 8 U;:ITS } SLrVICE SI~:I: TRAY 5;.=_'!D ( 3 L':iS POT, SCLn.LEnT Si;v~: ( 4 Ui; I TS } _ __ URI'iAL, PLDLS T AL, S'i :?01\ J tT BLC':~OUT. ( 8 L~:ITS ) URI`:?_L, t,'?1,LL LIP ( G U1;ITS) URI':AL STALL, t~'r.SiOllT ( 4 L`'IITS) __ LEI':=.I. T°OUCH EACH 2'SECTIO?: ( 2 L';; I TS ) _ _ _ _ :LOOP, DRAINS ( 1 UNIT) - KITCHEN SINK ( 2 1PJITS;~~ ` __~ KITCriEh SINK WJ'.+ASTE GRII.DER tS ( 3 L~~ITS) ~- I.~'.t'hTORY (~~1 LTIIT ) S -_-- I_,t',;i ORY , n;•.^B ~_.^., P,rAUl`Y P SLOP. ( 2 L~: I TS ) ___ I-'•~•^iJ'Y, SL'KGcO.':S ( 2 L~:ITS) _ G~'tiSHING `L~.CHI1:E -RES. ( 3 U?:ITS) /S ____ I.'FSE: SI`.K EACH SET 0: : AUCETS ( 2 Utz ITS ) k'ATER CLOSETS, TA; ,- OPEP.ATED ~ o --- ( 4 UNITS ) r.;TER CLOSETS, t'ALVE v?='•;TtD ~~ ~•`'k~-f~~~.,~e,Ct...f ~ ..... ~ ~ . ~d ~ .. .~. ~~ ,.~, , i ~ ~. I 1 /, .. ~ ~~ ~ fry ~ ~~ / ~ ~ ~ ~ Y,L;ILDI"~:f: I.l,~'t. I t~~ 1 l. }'I_R^i'f"I hi)R}:~HEl:'I~`~,~ '',i. ~ t:R'~lI'T "~ ~~= - ejJS^' ` y.~Q.1' HEATED SQUARE FOOTAGE T ~~L @ $ ~~ ~ "' .L`___~,~ ~ per s . f . ~~ J/~- _ $ ,, . e '~ - _ (d $ per s . f . $ PORCHES DECD $ ~ ° @ $ per s. f. $ TOTAL_VALUATION A.... ---------------- f ` ~. , , TOTAL VALUATION DATE ~~~~, REMAINDER VALUATION PER*1IT FEES ~R 1 ~ ^ Ist -~ V $,°~v~ ?~ ~ ~' @ $ ~ .~,~per thousand or fraction thereof TOTAL BUILDING PERMIT .......$ ~~~_~~w1 ~k.:' i~~ ~~ n, . $ ~~~~. C~CJ ~~ PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE ~i ~ ` ~ ~ ~ ~ / ~ ~~~ ~ / / TOTAL FEE DUE ., $ ~;' .~~ r ~,. $ % s .. ~= PLUMBING PERMIT FEE $ ~~ 1~ ELECTRICAL PERMIT FEE $ WATER METER SIZE '~ & F~ ~ ~. ~' "^^ Lf ~-S ~_.°..~ SEWER CONNECTION: SQUARE FOOTAGE ~ ~D FEE $ 7, u'~ Ind .D~ j ~-~ ~-~ ~ ~~ TER CONNECTION: FIXTURE UNITS5~17 ~=p ~ 5~ @ $10.00 PER UNIT $--~"'~--- /~ K m.n..,..+ ~~ TOTAL BP & PC FEES DUE .......... $ L~f % . ~! `~ .- ACCOUNT N0. TOTAL tJATER METER CHARGE ........ $ "T~ `'a ' TOTAL WATER CONNECTION CHARGE.... $ ;.: r'~ ~'~-~\' CITY 0 ATL NT C BEACH' BUILDING OFFICE 2 X982 E3y ~~ (~ $ per s. f. ~~ @ $ (,~ • ~~r per s. f. TOTAL SEtdER CONNECTION CHARGE .... S y HOC) . D t~ GRAND TOTAL DUE ..... ............$~~ ~.~ .-. rt}~v~ ( W, CITY OF ATLANTIC BEACH FLORIDA APPLICATION FOR BUILDING PERMIT FOR OFFICE USE ONLY Date. -------•-•----......--•--•---••---.19 .-.... Permit #-•-•-•-•-•--------------Fee $---............---••---- Valuation $---••-•-----•--•-------------------------------------- House #..........--•• ...................•---•--••---.............. Application 9s hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Lawa of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. ,,/ ,~-~v Date.-------~-Q-'--.'...-2-g---------•---~~--7--~--J--°-•----, 19~~---- Owner---~-- GL~G^-.._~1~.~-~'.-.`'~ .. ... ..................•---------..__...--•-----..Address.~.T~!P.~!t!T~~...~.-+..r--~'+f._.~e..~'?!~-----Telephone No.~~.sf?..T~?.S/.... Architect ---- -------- -- --- --•--------------------------------------------•--.......-------------..Address. ---- •---•-------•---....................-----------•-•--Telephone No..............-•-----•------- Contractor Builder.~Q.r-1..~.-..~^.!i.L.t./...t~.'~.-...-~~. _..~ ....................Address/.~~..W~...7..(~!'vl.~...~!.~,f~r-...-_..Telephone No.~~63.5~5~0,-- L^ot No------ ---------------- ---------•---•--------.....Block No...----•-- ------ -- -----....---Sub Division-- -••------...---••---•---•-••---------------------------.........-- ---------Zone...-•----------- .9NE1;',Kl...._'^,?..7.--------------------------Street_.. --~1.- - - ....'Side BetweenG .~l~C.!2 --~~~}--------and.--•----------••---------..-.....---••-------------••-Stn. ....-....1. . Valuation $ l~~ ~d~._~.._For what purpose will building be used.~!!.C'u/!~L~a ....._.....Type of construction.....Q~2Q~ .................. Dimensions of Buitding..3-~'c2.~.~4 ~ ~'...._Dimenaions of Lot.S~E~l.7.~:..~~'~.........._:Size of Footin 2.G1 ~:?~L9.._.~~_...__. ----- 8s •-- -- - Size of Piers....-_-__..~ .............Greatest Sill Span in ft...._....~.._. yp ~~..~..+.4•.E'......._.. -----•----.---.-.---Size of Sills.....---._.__. -•--•--.-...T a Roof---•---••- How will Building be Heated?.._.~~~~., ..........................................Will Building be on Solid or Filled Ground?...50-~~• Size of Ceiling Joists------ -- ------------ - ---- - ------ Distance on Centers........... ---- -----------------•--•--, Greatest Span.-•--•-•---...-•--------•---------.......... ,~ Size of Floor Joists._.2~L.Q ............................. Distance on Centers..._.~o ~~...__..._._._._......-..._.._, Grea~teat Span....~vr-.:~~..`_~..................... " Size of Rafters......~2!/ri.`~.C,r'~,..........-_......, Distance on Centers _Z~,,...''...._..._..........._.., Greatest Span....~.~.~.~~~ „ This rectangle is to represent the lot. Locate the building or building8 in the GAT A P A R NTICE~tD right position. Give distance in feet lrom gt11LDtNG OFF- ~C~ all lot-lines and existing buildings. E REAR LOT LINE Two copies of plane and specifications shall 2 be submitted with application. ~~~ Inspections required. o~i 1. When steel is in place and ready to pour fo 2. When steel is in place and ready to pour c ns and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing i:s completed. 5. When rough plumbing is completed, and ready to cover up. 6. When septic tank drain field or sewer is laid but before it 7. Electrical inspection by City of Jackeorville. 8. Final inspection. W z a i~.l~`0~`~A R O V E D w 6U1'LDINGIyOFFIBEEC~ Note: In case of any rejection, re-inspection MUST be called for after 1 ?, ~OZ corrections are made. r 2Z- " Zo., r V _i N C , •~~t.~U~,"-" FRONT OF LOT In consideration of permit given for doing the work as cri a "ale ~ee-~e~werrt, we hereby agree to perform said work in accordance with the attached plans and apecifi xona, which are a part hereof, and in accordance with the building regulations of the City o tl tic ach. Signature of Builder- ,,,~~.___•.....Cr,.,~.-4,---------------------- Address..~l~2--.....~J..~~?--•--5.7...W~P~~~--~~ fvAt h r ~. Signature of Owner ~,,~...------.s.. ... .. .....:.............._. Address.....'~..............-----••••-•---•-.. ~.---...-•---.......-•------........... .......---•--•- ROSS CONSTRUCTION CO. GENERAL CONTRACTOR ~$~~h'$~ P.:C1ibHG~~6 NEPTUNE BEACH, FLORIDA PHONE 246-3440 1112 Third St. ~~ G ~~~ ~/ Sub-contractors for the 5-unit apt. buildings at Seventh & East Coast and Ahern and Sherry will be: Plumbing: Fair Plumbing Co. , Jacksonville Beach Electrical: Bivens Elec. Co. , Jacksonville Beach Heating and Air-Conditioning: N&L Heating and Air-Conditioning,, Inc. Atlantic Beach, Fla. all other work will be done by Ross Construction Co. FORM 900 AND 901-123 .:` v~ HEBTAr~o FLORIDA MODEL ENERGY Ef FICIENCY CODE ~~~ o FOR BUILDING CONSTRUCTION ~ ~_ -_ A B08 GRAHAM SECTION ~ GOVERNOf~ ENERGY OFFICE -+o N8t„~o~ GOVERNOR POINTS ~AETI'~00 LEX NE8TER, DIRECTOR PREPARED' 0Y ~ BR#BMAM KUMNi OESA'M' - CONSULTING EN8INEERS ~ ~ T`''~iV~bc~'SES ~/~ D. ~€/t'oss JURISDICTION PROJECT NAME ___ AND ADDRESS BUILO/rG .PERMIT N BUILDER ,~o SS CD r~5'T~Z uc.~ar~ ca . OWNER To K raut- star •~ca. o-F~cu-~ [,~'~=' ~Q~S TO K tr0.Lt0 1M •V OtRlt;rtR STATISTICAL DATA ZONE zi co~~r^. ~ i - cor _ t-1 /2~ 322 33 97~ /3?~ ~l !? ~' MATING SYSTEMTYPE TWATER SYSTEM T gz /.o ,D,~ /gyp ~?. Nur~ER a IAIIT: :'TRIG '~ OAi OIL. iOLAR EL[C. • 6A6 Oll 64LM C~6 ItRAIi iy © ^ ^ ^ ^ ^ X x rj ~AtMAi[T COIIyON wAL.4t common ceiling YAXIIAUY ALLOMIED joo - ¢~yG xs - q3~., xI _ ~~~~ seer ~swd~Y h I[1Ia TtiTtO. t+~O1MT! I~AtN tIt~ATt~ t~AYNNS E -1 CERTIFIED BYE WTE~ EPI 9D DESIGN CREpIT POINTS (CP) CEILN~Ii fAN6 !wr COND. MACt1 1 /<R l~AN / tyKJLT1 20NE A/C ~ r~tRMlT.tt~eoo ~ 4 OrERADI.E ~NM~OMS ~ Os t oR ~oRS ~ sNtt a Roer PER ROOM Z WNOLE NOOSE / AN c i. t etrri s- ~ 6 TOTAL 9E aES)'tt~l PENALTY POINTS (PP) 1MA011[R ANQ DRYER tRioent- t+t++ta 3 'mil YAX.OrENINO Of OLAti~ 40'lfi 6 TOTAL ~l 9G PERSCRIPTIVE M EASURES CHECK iOR COMrLIANCt SECTION CHECK MEATINQ SYSTEM E~ICI[NCY 603.4 AIR CON01110NNi0 CONTROLS 603.T A/C DUCT CONSTRIlCTiON 60i.t Q dROYL.ATINS~ MrNN INNILATION ~ svst 603.10 a WATER NEATER IASNiu-t N-Tti 604.! ^ lwMIMINi IDOLS 6 04.! SMOINER fLOMI RtlTIIICTORS 604.b FORM 900 AND 901 _ , 2 a RE810ENTIAL CALCULAT ION8 zoNES-12 3 WINTER GROSa sUMMER `Ross WINTER _ SUMMER COMPONENT AREA x wPM -? POINTi COMPONENT AREA X SPM -POINTS ~ R3-3.9 1~,3 w R3-3.9 1D•9 R4- S.9 15.6 s R•- 5.9 9 . 9 h ~ R 6 R U P 13 .1 ~fl~`. 2 J v R 6 A UP ~r71~'' 9. 2 f ~'lo J ~ ~ R11-1a.9 ~~ 7.8 ~~ .1 uW 1111-18.t ¢ 9.2 /j . a~ W alt-25.9 qua 4.9 ~ W iii W Rlt-25.9 5.6 "o ~ R2iAUP •6 ~ ~0> RtiSUP 4.2 COMMON ~ 5L 15.7 7ZB~ COMMON 7~' ~ 5 • ~ ,~ 3 2 D ~_ ~ wOOD OR IETAL G 247.7 QQ ~ w000 OR METAL ~ 36.4 l ~ INSULATED 235. S ~ INSULATED O STORM DOOR 124, ,~ O !TORN DOOR 29.0 ~ COMMON 123.9 ~ COMMON 9.1 ~ R11-11.t 8.3 w RII-It.t 8.8 i RIt-sl.t ~Lf~ 5 • ^ 272 ~ ~ Rit-ll.t „j S • 5 2 ' /z ~ R22-29.9 .4 • 1 o R22-29.9 5, 0 ~ R30a! UP 3. 3 ~ R30 !It UP 3. 7 ~ Ri-7.9 14.2 .. Ri-7.9 14.9 _ .. rv ~!- R8-9.9 10.9 _ J W~~ R8-9.9 11.3 J W m W< : RIO-11.9 9.2 ~ W J~~ ZW< ~ RIO•ti.s 9.5 W V p ~ i i R12-It.t 6.7 V ~' <°s R12-I t.9 7.0 V R 19 A UP ~ Z, 5. 0 ,Z /,~,'.,~ R 19 A U P ~ y 5. 5 Z''i'7~• COMMON 9.7 COMMON 3•^ RO- 6.9 15 • S RO- 6.9 W o R7-10.8 6,5 ~ o R1-10.9 2.1 t i ~» C ; RII-18.9 5.6 h ; RII- 1a.9 1,g Ws R19SUP !>'~ 4•^ Z ~ Z RItSUP l,~L 1.3 ?Q ~ ~ 00 RO-2.9 19.4 Do r RO- 2.! 6.0 0O° Z< ~ W R3-5.t 12.4 0°z w s R3-~.! 3.7 o ~ Rio = Ri-IO.t 9.3 Z s Ri-IO.t 2.6 ~s Wp c y R11-18.9 3y 6.2 ~ ~ W o ~ RIB-1e.9 ,4 2, 2.2 `~~G7 0 o ,~ eo R19SUP 4, 4 R19 aU- 1.6 COMMON 9.7 COMMON ~ EDGE INSUlAT10N PERIMETE wPM 61MP Q'~ W ~ -J"a~c R3-5.9 695 y~~ R6 & UP .46.4 31N GLE DOU BLE ' OR AREA SINGLE .DOUBLE WOF GWP OR AREA SOF GSP ClR TIN CLR TIN N ~ 15 7 ~ 4 12 D . 8 N 4b 123 12[] 1^ NE 15 7 . 4 120 ~ 8 NE 21 186 190 1 E ~~ ~Z57. 12^ ~ 8 ~~''~' ,n E 9 242 251 209 ; ~ 7~Q 4;, _ sE 157.4 12.8 = SE 1 219 226 s 15 7.4 120 ~ 8 ~ S 90 16t] 160 13 ~ sw 1574 12D~8 ~ Sw 1 219 226 y ` w ~$ 15 7.4 12D ~ 8 .~ ?/~} ~ ~ ~ w ~ 89 242 251 . ~Gf ~~- Q~ Nw 1574 1208 tF Nw 21 186 190 1 z J_ ~Y H 4 6 4 79.3 ~~ H 9 408 432 J 4 a J ~ t r- f.. O z a o H = HOR1 20NTAL G LASS (SK YLIGHT S) FO R TENT ED G LASS SL # 0. 83 SEE SEC.902.2d TOTAL GROSS WINTER POINTS ~~p~~`' TOTAL GROSS SUMMER POINTS 3 ~j3 W ~'FreERaLAas I.Id •, r" FlsEUVUSa LIs ?~~ .d'RINE'R4lAa ,~~"C~pg9 .1..12 r~ O ?~ LaF/1~RBLAaa ?~ D~ 1.1! o ~: ~ cT u+caMO. r. oo p cr w c~ I.oo HSM FROM TABLE 9A ~D~~ X . r3IDO~Ga CSM FROM TABLE 9S X ,~~ '~,+~ FLOOR AREA (DIVIDE) t°kpD ,~Q =~'~;,, ~p'~',G1 ~ FLOOR AREA(DINIDE) j~ T- `?~ ~+ WINTER .POINTS (WP) ~~'~, 6!~ 8UMMER POINTS(SP) 37"s ~~ FORM 900 AND 901 - 123 ZONES - 123 WINTER POINTS SUMMER POINTS HOT WATER POINTS CREDIT POINTS PENALTY POINTS FEWER TOTAL POINTS ARE ENCOURAGE FOR MAXIMUM--ENERGY SAVINGS - FORM 900 ANO 901-123 9 F WINTER OVERHANG FACTOR (woF) FEET N NE E 8E 8 8W W NW O -O .9 9 1, 0 U, 99 0,99 U, 74 ^,71 U,62 0,93 1,0^ I -1 .9 9 1, 0,9e ^,99 0,75 ,73 0,83 0.93 1.00 2 -2 .9 9 1,0U ^.9e ^,9 D, 77 ^,76 ^,e4 ^,94 1,OU 3 -3 .9 9 1,on ^,96 U,99 p.e1 0.79 0.97 0,9 1,nu 4 -4 .9 9 1,UU ^,99 0,99 ^,64 0.63 Ore9 0.94 1~0^ 5.5.99 1,OU 0,99 1,00 0, e7 O,e7 0,92 0,95 1,0^ 6 -6 .9 9 L,UU n, 99 1,U^ a,9n 0,90 ^,93 0.96 1,00 7 -T .9 9 1,OU U,99 1,U^ U,93 x,94 ^,96 0,97 1,00 8 -8 .9 9 1,00 ^,99 l,U^ 0,95 ^,96 ^,97 0,9e 1,00 9 -9 .9 9 1.00 1,U0 1,U^ 0.97 0,99 ^,99 ^.9e 1,00 10-IO,g g 1.UU 1,0^ 1,U^ 0,99 0.99 ^,99 0.99 1,00 II 8 UP 1,an 1,0^ 1,un 1,ao 1,00 1,00 1,oa 1,oa ZONEB 123 gF SUMMER OVERHANG FACTOR (SOF) FEET N NE E 8E 8 8W W NW 0 -0 .9 9 1.0^ 1,0^ 1,oa 1.00 1,on 1,0^ 1.0^ 1.ou I -I .9 9 1,^ 1,0^ ^,99 0,9e 0,9? 0,99 0.99 1,U0 2 - 2 .9 9 1,^^ a,9e 0,94 ^.92 ^,91 0.92 0,94 0,99 3 - 3.9 9 1,a^ ^,9s o,e9 0.96 ^,es o.a6 a.e9 0.95 4 - 4 .9 9 1,OU 0.91 0.e4 ^,e^ 0.92 0.60 0,94 ^,91 ~ -5 .9 9 0,99 ^,69 ^,]9 ^,76 0,79 0,76 0.79 U, 9a s -6 .9 9 0,99 0,65 0,75 0,73 ^.7e 0,73 0,75 0,65 '~'-7,gg 0,99 U,03 0, 7c' 0,7^ 0,77 0.70 0,72 0,63 8 -9.9 9 ^.99 O, e1 0,7^ 0, 6e 0,77 0,6e ^,7^ a,e1 9 -9 .9 9 0.96 0,79 0,66 0.L7 0.76 0,67 0,66 U, 79 IO-10.9 9 ^,99 Or77 0.66 0.66 0.76 ^,66 0 L 0,77 II-11.9 9 0.97 ^,76 O,L4 ^,64 0,76 0,64 ,6< U, 7L IZ ~ UP 0,97 0,75 ^,63 O,L4 ^.76 0,64 ^,L3 U, 75 9A .HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP c,^-2.19 2,2-2.39 i.,4z',59 2,6-2,79 2,9-2,99 3,0-3.19 3,2-3.79 3,4f, UP H SM O,Sn 0,45 U, 4L ^,36 0,36 0.33 U.31 ^,29 SOLAR HEAT (BACKUP SYSTEM FRACTtON)X(BACKUP SYSTEM HSMI GAS HEAT a,so OIL HEAT u, 7a ELECTRIC STRIP HEAT 1,no 98 COOLING SYSTEM MULTIPLIER (C SM ELECTRIC SEER L,H-L,99 7,U-7.49 7,5-7,99 6,^-6, 6,5-6,99 9,0,49 9,Sji,99 10,0-10,4 ]1],5-],0.99 11,0-11.99 ]2,OF, UP C S M 1,lkl ^,93 ^,97 a,a1 ^.76 ^,72 o,6e o,6s ^,62 0,59 o,s4 GAS COP U, 4t]-U,44 ^,45-0,49 U,~-0,54 0,s5-O.s9 0.60-0,64 0.65-0,69 0,70 FiUP (,'$M 1,50 1,25 1, c[] 1,09 1,OU 0,92 O,e9 NOTE t SEER • COOLING MODE COP t3.~13•ARI RATED COOLING OUTPUT IN STUN ±TOTAL WATTS CONSUMED 9C HOT WATER CREDIT POINTS (HWP) ELECTRIC RESISTANCE HEATERS o,o GAS ~ 7,^ MINIMUM CERTIFIED DCR OF 6,000 BTU PER BEDROOM AND 15 GALLON STORAGE PER BEDROOM 16,s SOLAR MINIMUM CER'1~1F1ED OCR OF 9,000 BTU PER BEDROOM AND 20 GALLON STORAGE PER BEDROOM y9,3 MINIMUM CERTIFIED OCR OF 12,000 BTU PER BEDROOM ANO 2T GALLON STORAGE PER BEDROOM 20,6 A/C HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON MINIMUM MOT WATER STORAGE TANK 40 GALLONS. 13.8 RECOVERY ~. MINIMUM CERTIFIED RATING OF 2500 BTUH/TON MINIMUM NOT WATER STORAGE TANK 40 oALLONS ys,y LLNIT NOTES DAILY COLLECTION RATE (DCR) 19 MEASURED AT 122•F USiNO FSEC STAND~ARO FLORIDA aOIAR DAY ~D l~* _..LLy .. 1 ~ ` _ _ C ~y _,~ ~d ~Sti ~~ " '~s ~~ b r rx~~ +~ ~ v.~ k ~"f ~ -'~, ~+' ~ '^~i,~"~'b~~i5a~yh '"' yf - ~ ~~ s~orst~~,e,ey ~ ,~ , "r~ + ~B :~ t .«~ .die a 1!7 7 7- 3 3 ~ ~ ~ ~ T4~, in.~ ~i f ~ ~ ` 1 ~ _ ~ ;.r ^^~Rfifi'' .-tt t r - _ _ ~ n,< ~ ~ wst t r~..S.rS, .. _ ~ - ~ F ~~'~ ~ ~'' f .». ... ±? t ~u. }., . :L _ :~ s', ~ - r~.: fi ~ ~ iJ ~~: w ,r .154 ~ r [~y f ~ ~ ,+ ~ - .~ ~" r hd> a"` ~ ,~ _ x~ i 3 t ~p~jl. ~~;~`~~.' t ~~ : ~, .~:1 ~ tro1,yx ~~ R y ~~.~ Y ~ r , ~R ( i e `.i qrq D 5 :,d ~ f tC ry J- rs r y ,c. i lY` r 's. ~ ~* _. ~y'A Y \µ~. 4 1 Z F t~ ~ -~ Sri ' f < ~a,-t:~ i '; rte n,. e ~ ~ ~ ~ 4sC.,~'1 +..~,~ ~. ~4 '; ye ~e,. ~' a r ~~ ~ _ N ~ ~ y:. ~ } +,~ 3 ~ t ~* i t tea:? '"~ / 1 a ! ~ ~ -~' + t v~' t yt~-~ ~i ~ Y'Y ~ ~~;r~ t~1s'{ .s 3`i' + 1'u ~"' 1 e1 i ~.. -a:N ~ ~=`~ ~ ""~p~^.+" ;~ ~ t ~ i k,. i' yS~'. z ,.~' 1R;;~F f s ~,~ ~ b 7 H~ '~~ tA'~".~.r.r 4 fj x ~ ~ .'r , - ~ ` S ~',l'~* ~ a 3 ~p1.~ 1 3 ~ ~ ~ ~ h: yr ~ '' + s ~, a k ~ x - d ~S° ~~ ;i- ed a +i /~-~ i t 1 .~ ~ t~ r~ tv t t ,~ 1 -~~ ~ a~-t+'Y+k+ ~ ' ~, j~ ~'_~.y,,r.r-gdic n~ sr`~~ a~-,a?l~ .t,~'~.~'~' Y - :~ ` ..~ n '~ u, ~ t ~t~71 ' ~~ ~` II 1. ~'' ~d4~ ~t_ r,~y~~~~ E~,,,,33 ~a~.~ dt t„ :. ~~ ''~ LC-wS. _.. n. r .>> ~~ ... . ,.L ,~.fs'k`'.!ad~~..u4 Y:'~ ~}$"yGT ~ ti "1'~ .., ,,}} . c ti• '~ -v ~ R t ~~ r . ~+ ~._ '~ ~. r~ 1 t Th •t ,~~ f ; ~i Ci.,`-fit ', ~~'~ r, ` ~ G ) r :;-~ ~"' `~c F 2 ~:}" CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000927 Date 8/07/09 Property Address 395 AHERN ST Application type description RESIDENTIAL OTHER Property Zoning TO BE UPDATED Application valuation 2000 Application desc CAT 1 SUNROOM Owner ------------------------ ROSS, DONNA ATLANTIC BEACH FL 32233 Contractor ------------------------ PRECISION ONE DEVELPOMENT LLC PO BOX 350390 JACKSONVILLE FL 32225 (904) 99$-8777 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 40.00 Plan Check Fee 20.00 Issue Date Valuation 2000 Expiration Date 2/03/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.00 40.00 .00 .00 Plan Check Total 20.00 20.00 .00 .00 Grand Total 60.00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLAh1TIC 3EACH SEE PERMITS FOR P-DI~2'l'IONAL Ri~ifi'~.AIAIID~iS. REVIEWED BY: ''~.":,~Yr:~ CITY OF ATLANTIC BEACH t ~ ~ i ~f Y~'1i~i 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 s OFFICE: (904)247-5826 s FAX NO.:(904)247-5845 BUILDING-DEPT~COAB. US .1 8111 LDING PERMIT APPLICATION 09- I I I l l nIIVAI (`C)1IN"fV L JOB AODRESS: 2: VALUATION Of WORK: _ 3.50. FT. UNDER ROOF 3 ~s 14~h~in sr a~~hh~ hl~~~ 3z~33 ~ c>~t3 ~rA 4. LEGAL DESCRIPTION: 5. GLASS OF WORK:. B: USE OF STRUCTURE: j' J.I' ~ f_ ~ ~ ;1 ^ NEW BUILDING ^ DEMOLrr10N i~RESIDENTIAL ~ ~ LOT _ BLOCK _ SUB DIVISION C~ yr' {~J ~ `~ G~ ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7. DESCRIPTION OF WORK IaALTERATION ^ ACCESSORY BLDG B. FIRE SpRINKLERt S ~ ~~) ~ S~rl~~'~ ~t%~ ~~~r L~ . ^ REPAIR ^ POOL 1 SPA ^ YES Q N!A . ^MOVE ^OTHER ^NO ROPERTY OWNER: CONTR ACTOR: ARCHITECT / EN INFER: 9. NAME: 15. COMPANY NAME: f ~ " 23. COMPANY NAME: I3E~ SAr'-I~ Q~`7LN'IEN~ reIfS,Ur-, ,?,` I~t vr r L 16. NAME: ~/`~ (i~~~~ 24. LICENSEE NAME: 10. ADDRESS: ~~~ ~jt,Pr,~- S~ 17. STATE OF FLORIDA LICENSE NO.: C~~- 13 9b5b 25. STATE OF FLORIDA LICENSE NO.: ~j)cf~'I~it ~er,t'ti ~c 3Zz~ 18.AOORESS: ~Q ~~ 3S~' ~5a 26. ADDRESS: T~9t n~r~)C ~ZZ~'~ 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: ~~(r^^-~~^~ i f(9l 20. FAX /NO.+:'~ ~y C 27. OFFICE PHONE: 28. FAX NO.: 13. CE,~L ~;NE.: 0+~ ~ ~ ~~ Z 21. CELL PHON ~ y ~~~4 ~~~ 29. CELL PHONE: 14. EM AIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: E t TL H (IF.OTHERTWANOWNER). BONDING COMPANY: MORTGAGE LENDER: 31. NAME: ~ 33. NAME: ~, A ! / J- 35. NAME: ~ II "" 7 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbin , Si ns, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until alt inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~r YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENt GONT CTOR` (If Agent, Power of Attdmey or Agency 6et~ Requi r~) ( OnN) ` Signed: pate: 1 ~-J'NN 2dt>~f / Signed; - ~ Date: ~ ~~ d Y Before a this t!7 day of J ,w~ , 2009 in the county of Before m this ~ day of ~/~G- , 2009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appeared '~ _~_ {' ~ * r''.L..s~t, (' IJ-L ~ A t... c~ ~ pli, G S t~ Tr ~ ~ G C O herin by himself /herself and affirms that all statements and declarations are herin by himseff 1 herself and afFrrns that all statements and declarations are true and accurate. true and accurate. '' . Notary Public at Large, State of ~ County of 1 /a wa,\~ Notary Public at Lar e State of r L`'~7A~` Count of i/~ i~ _, I,~`Personafty Known g , . , y ~„ ^ Personally Known , ~1 ^ Produced Identificati Produced Identification ~ Gv ~iY~ ~~ ~~ 2 ~ ~~~ !!!!!! t N Si t ` o ary gna ure: / DATE: ~ .~ O ~auu~,a,,,a STEPHEN L PUTNAM +P ~`a ~ Notary Put>Nc - State d Fkltlda •~My Comm>ssbn Expires Jul 20, 2010 '~,~ ,~'= Corturassbn alr 00 576296 ~~~ Bonded By National Notary Assn. '~ 2~'~'~"SAda91'~., t ~ ~: l i) ~pY @: ~, J `.~ .r .:I iri... •i%AAF` ~, NOTICE OF COMMENCEMENT State of County of ~l~I 1T A'C. To Whom It May Concern: Tax Folio No. l~ ~7Z~ ~ 3 d The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: AJC 7 (~~ Q_~~2 L~ Address of property being improved: ~~' ~ Ahf r n S1. ~rZ.J~N''~1 C ~', ~f {~ ~L S 22 ~ ~3 ~_ General description of improvements: C~}T .~ 5c>+~ ro,~, <.r~ Owner: EN:~ N~;YZ - ---- .~~ IN ~~~YL{'j'1'E Address: 3 g ~ ~'rl~ s n ~J ~ ~/.~ ~'C ~ `L2 ~~ Owner's interest in site of the improvement: ~W/V ~Z.. Fee Simple Titleholder (if other than owner): Name: Contractor: PrtC~3 /Gn Oyu ~ ,~l LI° fa/f+u-~ L ~ C ~at~ Sri /"h.r •-.-t 77 ~X NG~w! ~5` Address: ~!, ~~'X ~' S j~ 3~Q `c~ l~'C ~.Syw1 y'; ~/ ~a ~L ~2'2_. ~ '~ Telephone No.: ~~'' cl ~~ c~5 '~ ~i'7°)"~ Fax No: ~Q y ' Zt 2 2 ci ~ ~S Surety (if any) `M Address: t ~l Telephone No: Amount of Bond $ Fax No: Name and address of any person making a loan for the construction of the improvements Name: p/ ~~ Address: 1' Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon. whom. notices or other documents may be served: Name: N ~ Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: N~ Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: ~' a ,. Date: ~,) h. ~~_t-e": Before e this 1 ~ day of ~ m the County of Duval, tale Of Florida, has personally appeared (7 R,.i'= eJ Notary Public at Large, State of Florida, County of Duval. My commissionexpires:__ Yi~l.~,~ ~a7ai Personally Known: _ qtr or Produced Identification: HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could include, but not be limited to, addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure, the room may become non-compliant with the requirements as mandated by the Florida Building Code the Florida Model Energy Code and'State Statutes. OWNER I have read this complete form a d u n nderstand [ am receiving a Category ~ Sunroom. (I-V) ~ - y ~ Printed Name 4w N P E12V-1 ~ ~~~- Ad ~~ L J3~cN Fe-' ~ Zz33 ~ss 3~S ~1'h~m s~.. Q ~ `! r / Signed: !~ lt~ Date: __-t~ t~ _/ ~ur/~ / ZQ©~=/ / Bef re me this ~ U day of Su.U(~ -~ ~ ~ ~ rs in the County of Duval, State of Florida, has personally appeared o - - ' "w" ~ ~ t'~~~~ herein by himself/herself and at2irms all statements and declazat~ons herein are true and accwate. Notary Public at Large, State of ~~v A'~qr ,County of _ 1/w y~l Persountly Known ~or Produced Identification ^ ID Type Sunroom and Screen Enclosure Requirements Category I II III IV V Habitable Space No No No Yes Yes Foundation Walls <200p1f Walls <200p1f Walls <200p1f can Walls <200p1f Walls <200p1f can can have 8"W can have 8"W have 8"W x12"D can have have 8"Wx12"D x12"D ftg or 3- x12"D ftg or 3- ftg or 3-1/2" slab if 8"Wx12"D ftg ftg OR have site 1/2" slab if no 1/2" slab if no no concentrated OR have site specific E7`jST1 N ~ concentrated concentrated load >7501b OR specific engineering load >750ib OR load >7501b OR have site specific engineering have site specific have site specific engineering en ineerin en ineerin - Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required Required Required Interior Electric Outlets Not Required Not Required Required Required Required Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc. Window Host structure Windows must Windows may be Host structure Host structure and Door windows/doors be removable fixed or removable. windows & windows & doors Requirements shall not be Host structure Host structure doors shall not may be removed. removed. windows/doors windows and be removed. Forced entry, air shaD not be doors shall not be Forced entry, leakage and water P{~~"l ~ ,~ removed. removed. Forced air leakage penetration ~~~~t 1~ entry, air leakage and water requirements ~~ and water penetration apply. ~ penetration requirements requirements apply. a i. Wind Borne Debris Opening Not Required Not Required Required, can be on host structure, if built under existing Protection -~--_-----. _,_-._ _ _- roof Energy Sheets Not Required Not Required Not Required Required Required AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road Home Owner• 1 ~ ~l/'~ltr~` Narrtea9~_A1~e~~ Sr Street AVd ress ~~.dx.~~,.,9~'ll.~ ~~ ~~1.4 nJi ~ ~~ ~~ _ !~'~- 32z 33 City. State and Zip Code Contractor: ~PI'-'f'1 L°s ~'~ ~~I~G~ CJ2Cl 3rZ°/aSb Permit Number - As the Contractor for the proposed new structure located at the above address, I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support. I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure, and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that, in my best judgment based on experience and knowledge of structural adequacy, the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By signing below, I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work, and further that I will not initiate, execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure. Signed Date/~/ 2 GtJ~' L Before me this 2 day of ~ u L ~ In the County of Duval., State of Florida, has personally appeared herein by himself/herself and Affirms all. statements and declarations herein are true and accurate. ,~ Notary Public at Large, State of ~`, County of ~ t/q / Personalty Known or Produced Identification ID Type F: huilding/affidavit for attaching a new structure to an exist+ng structure.docx 7/21J09 Property Appraiser -Property Details PERMENTER BEN7AMIN, C Primary Site Address 395 AHERN ST 395 AHERN ST ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 395 AHERN ST Property Detail http;//apps.coj.net/pao~ropertySearcll/.Basis/Detail.aspx?RE=1697270030 Official Record Book/Page 14447-0019 RE # ; 169727-0030 _.._ , _ _ . __. Tax District USD3 Property Use 0100 5INGLE FAMILY # of Bu1dngs 1 Legal Desc. _ _ __ _ _ Subdivisioli 03101 ATLANTIC BEACH The safe of th5 property may result n higher property taxes, For more informatbn go to Save Our Homes and our prope~Tax coma or ,Property valises, exemptbns and other informatbn listed as'In Progress' are subject to change. These numbers are part of the 2009 working tax rol and wig not be certified until October. Learn how the Prooertv ADOraiser's Office values orgpertv r 9421 Value Method ! CAMA . _ __ _ _..__._ _ _ .. CAMA r _ Bu~dng Value ' $0.00 ..,. ; $111,8D5.00 Extra Feature Value $0.00 $0.00 Land Value (Market) ! $0 00 $76,320.00 Land Value (Aaric) $0.00 $0.00 lust (Market) Value $0.00 , $188,125.00 Assessed Yalue j 10) $0.00 $188,125.00 _. FY° n~~ ; $0.00 !See bebw ' Taxable Value i $0.04 :See bebw Taxable Values and Exemptions - In Progress ff there are no exemptions applicable to a taxing authorty, the Taxable Valve ~ the same as the Assessed Value ksted above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions BookjPage ;Sale Date Sale Price ' D~Instrument Tvoe Code t Qua~ied[Unquaified ~ Vaca~rt/Improved 14447-0019 3/21/2008 $265,000.00 W D -Warranty Deed QuaNfied :Improved Extra Features No data found for this section Land & Legal Land Legal LN Code ;Use Description. , Zonma Front Depth ,Category ,Land UnRs Land Yalue__ LN Legal Description ~]II -_ _ i 1 0100 RES LD 3-7 UNITS PER AC ARG-2 16.00 70.00 ~ Common 16.00 ~ $76,320.00 ~ 1 21 2S 29E .027 ., 2 PT GOVT LOT 1 RECD 3 0/R 14447-19 Buildings Building 1 Buklrc~g 1 Ste Address Element Code , Detai 395 AHERN ST ! Exterbr Wal 16 16 TNeJFrame Stucco Atlantic Beach FL 32233 __ _ , . .-~~_-_. '~ Roofing Structure 3 ' 3 Gable or Hip _ .._. ._ ,.,_ _r. ~. ~- Building Type 0105 TOWNHOUSE SOH Roofing Cover 3 3 Asph/Comp Shngle Year Built 1983 Interbr Wall S 5 Drywan - BAS _. , ... _. . _ .._ .._~ ..... FUA ' Int Fboring 14 14 Carpet I I ate _ , ,Gross Area ~ Heated Area Int Fboring 11 ~ 1 iCeramk Clay Tle III- -Ili Base Area 432 432 Heatrsg Fuel 4 4 Electric I ~ F,npJ _. _.. _ _ _- _ +I Finished upper story 1 544 544 Heatrcsg Type , 4 4Forced-Ducted Fbished Open Porch 64 0 ; Air CondRbnNg 3 3 Central Finished Open Porch 48 ! 0 Total 1088 976 ;.Element -Code '. Baths _ _ ' 1.500 _ __. _ _. Bedrooms 2.000 __ _ _ _ i Stories 2.000 _. Rooms / Unts 1.000 Property Record Card (PRC) The Property Appraiser Office provides avalable hc-torical record cards (PRC). The Property Appraiser's Office no bnger uses PRCs; therefore, there wi be no PRCs avalable from 2006 forward. You must set your browser's Page Set Up for printing to Landscape to print these cards. More Information arcei Tax Record ~ GIS Mao ~ Map this pro e~rty on Google Maoc t of I 6/15/2009 10:02 AM MAXIMUM DESIGN PRESSURES (PSF) FOR COMPONENTS AND CLADDING FOR VERTICAL SURFACE: MAXIMUM DESIGN PRESSURES PSF AREA OF OPENING SIZE SF EDGE ZONES ("a" F'n DISTANCE FROM OUTSIDE EDGE OF STRUCTURE INTERIOR ZONE 0.20 + 26.0 AND -34.7 + 26.0 AND - 28,0 21.50 + 24.7 AND - 32.3 + 24.7 AND - 27.Q 51-100 UP TO AND INCLUDING + 23.2 AND - 29.3 + 23.2 AND - 25;4 100-200 UP TO AND INCLUDING + 22.0 AND - 27.0 + 22.0 AND - 24.2 ,~ GLASS & MODULAR ROOMS ~ SECTION 3B *.. .~, .,.``Y-. Table 38.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans For Glass & Modular Rooms Aluminum Alloy 6063 T-6 Fnr 3 sPrnnd wind oust at 110 MPH velocity: usin0 design load of 18.1 #/SF ' Tributary Load Width 'W' =Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Allowable Height 'H' 1 bending'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-4" b 5'-11" b 5'-6" b 5'-2" b 4'-11" b 4'-8" b 4'-6" b 4'-4" b 4'-2" b 4'-0" b 2" x 2" x 0.055" Hollow 7'-3" d 6'-10" d 6'-6" b 6'-1" b 5'-9" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 4'-9" b 3" x 2" x 0.045" Hollow 7'-9" d 7'-4" b 6'-10" b 6'-5" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 4'-11" b 3" x 2" x 0.070" Hollow 8'-8" d 8'-3" d 7'-11" d 7'-7" d 7'-3" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 3" x 0.045" Hollow 7'-10" b 7'-3" b 6'-10" b 6'-5" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 4'-11" b 2" x 4" x 0.050" Hollow 9'-1" b 8'-4" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 2" x 5" x 0.062" Hollow 11'-8" b 10'-10" b 10'-1" b 9'-6" b 9'-1" b 8'-7" b 8'-3" b 7'-11" b 7'-8" b 7'-5" b 2" x 4" x 0.046" S.M.B. 13'-2" b 12'-2" b 11'-5" b 10'-9" b 10'-2" b 9'-9" b 9'-4" b 8'-11" b 8'-7" b 8'-4" b 2" x 5" x 0.050" S.M.B. 15'-8" b 14'-6" b 13'-7" b 12'-10" b 12'-2" b 11'-7" b 11'-1" b 10'-8" b 10'-3" b 9'-11" b 2" x 6" x 0.050" S.M.B. 17'-1" b 15'-10" b 14'-10" b 13'-11" b 13'-3" b 12'-8" b 12'-1" b 11'-7" b 11'-2" b 10'-10" b 2" x 2" x 0.044" Snap 7'-8" d 7'-2" b 6'-9" b 6'-4" b 6'-0" b 5'-9" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 2" x 3" x 0.045" Snap 8'-10" b 8'-2" b 7'-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 2" x 4" x 0.045" Snap 9'-6" b 8'-10" b 8'-3" b 7'-9" b 7'-4" b 7'-0" b 6'-9" b 6'-5" b 6'-3" b 6'-0" b Fer 3 second wind oust at 120 MPH velocity: usin0 tleslon loatl OT Z7.5 4F/SF Tributary Load Width 'W' =Purlin Spacin Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Allowable Hei ht 'H' /bending 'b' or deflection 'd' 2" x 2" x 0.`044" Hollow 5'-10" b 5'-5" b 5'-1" b 4'-9" b 4'-6" b 4'-4" b 4'-2" b 3'-11" b 3'-10" b 3'-8" b 2" x 2" x 0.055" . Hollow 6'-10" d 6'-4" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-10" b 4'-8" b 4'-6" b 4'-4" b 3" x 2" x 0.045" Hollow 7'-3" b 6'-8" b 6'-3" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 4'-7" b 3" x 2" x 0.070" Hollow 8'-2" d 7'-9" d 7'-5" d 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-10" b 5'-8" b 5'-6" b 2" x 3" x 0.045" Hollow 7'-3" b 6'-8" b 6'-3" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 4'-7" b 2" x 4" x 0.050" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 2" x 5" x 0.062" Hollow 10'-9" b 9'-11" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-7" b 7'-3" b 7'-0" b 6'-9" b 2" x 4" x 0.046" S.M.B. 12'-1" b 11'-2" b 10'-5" b 9'-10" b 9'-4" b 8'-11" b 8'-6" b 8'-2" b 7'-11" b 7'-8" b 2" x 5" x 0.050" S.M.B. 14'-4" b 13'-4" b 12'-5" b 11'-g" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 6" x 0.050" S.M.B. 15'-8" b 14'-6" b 13'-7" b 12'-10" b 12'-2" b 11'-7" b 11'-1" b 10'-8" b 10'-3" b 9'-11" b 2" x 2" x 0.044" Snap 7'-1" b 6'-7" b 6'-2" b 5'-10" b 5'-6" b 5'-3" b 5'-0" b 4'-10" b 4'-8" b 4'-6" b 2" x 3" x 0.045" Snap 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'-3" b 5'-1" b 2" x 4" x 0.045" Snap 8'-9" b 8'-1" b 7'-7" b 7'-1" b 6'-9" b 6'-5" b 6'-2" b 5'-11" b 5'-g" b 5'-6" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. I REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 E m a i I: I e b p e@ bell south net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3B-49 r ~ db V4" ACRYLCI 52X0 MULTIPANEL SLIDER 2P2T OR 2P3T TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .. .................1 ANCHOR SCHEDULE 8 NOTES ....... .................2 SECTION VIEWS (5200)._.........._.... ........_,.......3 SECTION VIEWS (52X0) ................... ..................4 B.O.M.'S...._ ...................................... .................5 EXTRUSIONS (5200) ......................... .................8 EXTRUSIONS (52XOj ........................ ..................7 INSTALLATION DETAIL .................... .............8-10 - 78" MAX 35314•, MAX.PANEL WIDTH 34718" ACRVLIC ' DLO 9 MAX 0715116" UNIT ACRYLIC HEIGHT DLO 92 118" MAX PANEL 52X0 MULTIPANEL SLIDER 4P2T Oft 4P3T ACRYLIC SLIDER WINDBREAKER" REQUIREMENT 33/4" MAX. PANEL 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WIDTH COMPLY WITH THE FLORIDA BUILDING CODE 2. GLAZING OPTIONS: -FULL PANEL ACRVLIC SHEET -SPLIT ACRYLIC SHEET WITH USE OF CENTERSAR 3. APPROVED CONFIGURATIONS'. "XIX" ISM W) SPLINE GROOVE "XIX" OSM W/SPLINE GROOVE "X/X" OSM W/REMOVABLE SCREEN "XM" INTERIOR SGD FRAME MULTIPANEL "XIX" EXTERfOR SGD FRAME MUIT{PANEL "WX" W! SCREEN INTERIOR SGD FRAME MULTIPANEL "WX" W/SCREEN EXTERIOR SGD FRAME MULTIPANEL "X/WX/X"INTERIOR SGD FRAME MULTIPANEL "XIX/WX" EXTERIOR SGD FRAME MULTIPANEL "WXIWX" W/SCREEN INTERIOR SGD FRAME MULTIPANEL "X/WX/X" W%SCREEN EXTERIOR SGD FRAME MULTIPANEL 4. WINDBREAKER REQUIREMENT: VENTS TO BE REMOVED A7 WINDS GREATER THAN 75 M.P.H. AS PER SECTION 2002.3 OF THE FLORIDA BUILDING CODE. 5. ANCHORAGE THE 33 1/3°h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 0-11 FOR ANCHOR DETAIL. 6. AlL FRAMES AND VENTS SCREWED TOGETHER. O~ 7. REFERENCE TEST REPORT: CTLA-1162W f B. SERIES/MOOELDESIGNATIONS- ISM/OSM - H55200 MULTIPANEL - HS-52X0 9. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILRY OF ARCHITECT OR ENGINEER OF RECORD. PROPRIETANVAND CONFlDENRaL THE INFORM4TION CONlNNED IN TMS DR OWING 155HE SD~E PROPERLY OF CUSTOM WRITTEN PERTMI6510NO~6TOM WW DOW 6YSTEM6,OINC.55 PRD~IBI EIDTHOUT THE 10. SECTION CAILOIITS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION 900 SW 44TH AVE. ICALA. FLORIDA 34474 1/31/2008 wc. No.: C WS-183 HEer: i OF 11 5200 MSIDE MOUNT OUTSIDE MOUNT W/SPLINE GROOVE /8" MAX PANEL WIDTH 5200 OUTSIDE MOUNT W/REMOVABLE SCREEN ... , f i ~, PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Footing Slab Tie Beam Lintel Nailing/ Sheathin Framing Insulation Building Final Certificate of Occupancy ~fl~Rl/ .Pl- ~Qpss, ~d Nn/A biNgl~ fkvu~ . T~• d 6 -3ya8 Drainage Inspection: Pool Permit # ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Type Work: Phone # Phone # Date Issued: ~4A2.. 260 - l~s~~ r~ 2g o M ti~ ~ 9~ =~ ~~L ~^ PLUMBING # Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire inspection: Failed inspections: Underslab Water/ Sewer Rough/ Top out Plumbing Final Final Final Final Date Paid: ~- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a,coab.us Application Number 07-00000416 Date 4/03/07 Property Address 395 AHERN ST Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 CONDENSER/1 AHU ---------------------------------------------------------------------------- Owner Contractor IDG-ANDY HASSAN B-COOL A/C & HEATING, INC. 5329 DEER ISLAND RD ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 509-9744 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/30/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 71.00 71.00 .00 .00 .00 .00 .00 .00 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES ANA THE FLORIDA BUILDING CODES. i 1 UFri } /~ ~~ CITY OF ATLANTIC BEACH ~ 4J~~ ~, 1^ ~" MECHANICAL PERMIT APPLICATION Date: y/~~~ 7 Property Address: 3~ S A f{ c ~~, S i~ Owner: T ~ ~ Telephone #• ~ ~ y _ y6 4f Contractor: ~~ ~~~ ~ ; rc, n 1~~'~ltn; ~-y a„` N~^ ~~-9 ~^~Telephone #: Sa ~' ~ ~ ~6 Contractor Address: ~ ~-a P~~~~~`~'`'~~~ ~-d Fax#: -~~-~-'~~` y Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which aze a part hereof and in accordance with the City of Atlantic Beach ordinances and standazds of cod ractice listed therein. Type of Heatin Fuel: If other construction is being done on this building or site, list the building permit number: Electric ^ Gas: LPNatural -Central Utility ^ Oil ^ Other - S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ~' Heat _ Space _ Recessed ~entral _ Floor Room Central C~(jAir Conditioning: ~ ~ Residential _ Thiclrness ^ Duct System: Material ^ Commercial Maximum capacity c1m ^ Refrigeration ^ Cooling Tower: Capacity gpm ^ Fire Sprinklers: Number of Heads ^ Elevator: _ _ Manlift Escalator (Number) ^ Gasoline Pumps (Number) ^ '1'~ (Number) '^ New Building ~f Existing Building Replacement of Existing System ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ Unfired Pressure Vessel O Boilers ^ Extension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Uther -Specify LIST ALL E UIPMENT AIIt CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's Agency Can Vie.. sP r~ N/~ N"/4~ v ~- y o0 0 ?'" PAYnL ~ HEATING -FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Description Model # Manufacturer BTU's Agency Number Units a ~1t~~...~4r ~/~/c/G ~ ~'vau aY~ ~.-ydrU TANKS Nominal Capacity Type Liquid aerial Approving How Man & Dimensions Contained Manufacturer No. A ency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • httn://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034085 Date 11/28/06 Property Address 395 AHERN ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 15400 ---------------------------------------------------------------------------- Application desc INTERIOR REMODEL ---------------------------------------------------------------------------- Owner ROSS, DONNA ATLANTIC BEACH FL 32233 Contractor EXTRAORDINAIRE HOME IMP INC. 5141 SIESTA DEL RIO DR. JACKSONVILLE FL 32258 (904) 260-6866 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 110.00 Plan Check Fee 55.00 Issue Date Valuation 15400 Expiration Date 5/27/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Grand Total 110.00 110.00 .00 .00 55.00 55.00 .00 .00 165.00 165.00 .Ob .00 PERNIIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTI'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUH,DING CODES. Doc # 2006408997, OR BK 13662 Page 2145, Tau Folio Number: 1.69917-0105 and 169727-0000 Number Pages:'2 Filed & Recorded 11 /2812006: at 1:i .34 AM, State of Florida JIM FULLER. CLERK CIRCUIT C6URT DUVAL COUNTY. County of: Duval RECORDING 518,5t? File Number: 5029.009 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of Property: See Attached Exhibit "A" a. Property Address: 391, 393, 395, 397, 399 Ahern Street, Atlantic Beach, FL 32233 309, 311, 313, 315, 317 7th Street, Atlantic Beach, FL 32233 2. General Description of Improvements: The improvements on the property include re-roofing, re-flooring, stucco exterior, painting, remodel kitchen, install new cabinets and countertops, install new bathroom fixtures and install new windows. j ~ 3. Owner Information: a. Name and Address: Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 b. Interest in property: Fee Simple c. Names and address of fee simple title holder (if other than owner): Atlantic Beach Condominiums, LLC 9857 St. Augusdne Road, Ste. 5 Jacksonville, FL 32257 4. Contractor. Extraordinaire Home improvements, Inc. 5141 Siesta Del Rio Drive Jacksonville, FL 32258- 5. Surety: N/A 6. Lender: CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 32207 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes. 8. Tn addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 32207 9. Expiration date of Notice of Commencement (the expiration date is 1 year from date of recording unless a dill date is specified}. , ATLAN B CH CO~ND--O- ,LLC Print Name: vt l/~ !l./1 Print By: Matc Majed El Its: Managing Member Sworn to and subscribed before me this 'day of November, 2006 by Marc Majed El Hassan, Managing Member of Atlantic Beach Condominiums, LLC, who is personally known to me or who did provide as identification. ~,i ~' ~~~`~~~~ sTEPHANIE D. BUMANGLAG ,q++Y P y4 Nola blic :moo".a u' Note PubfiC -Stale 4(Fbdda My Commission Expires: -~~' ~ ~o r~0~~ ry "`s'`~' ~y ~ ExpiteaAtg ft3, 21109 •.9~ F~ C,annbsion # DD41i2511 '.,'+~+." Bonded By NaNonet Notary Aelp. 'r~ Ir1~`jl~ ~" - ' ~ ~~ CITY OF ATLANTIC BEACH r ~' . _~.. ~ ~ PLAN REVIEW SHEET ,:~ J`~J Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5$00 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # _ Q (p ~ ~Q~ j~ Properly Address Applicant: Project: ~9~ ;~/ 'n/ J S. Doerr R. Carper D. Kaluzniak Public Safety ~-.~~.~~ /'7i ?"~~%~~ rC~izr~ o o~~, G fpm ~ ~in~~ / ; This permit application has been: Approved as noted by the ~~__ Department. Final application approval must come from the Building Department. ~ Reviewed and the fallowing items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. ~ ,~ . Reviewed By: ~--~'~ Date: Date Contractor Notified: # . - r ,y~~y ~ Jy~ ~~ r ~ ~~ ~ I ~l `1, ~J f Vf v;; ,'~:. Job Address: ~~ O~rtter of Property: Address: +CITY OF ATLANTIC BEACH BUILI~Il~G PERMIT APPLICATIU~ti (Interior Remodel) Date: ~ V ~' ~ ~ ' ©~o 1i/irilLE$f Ll..~ .3'~,~ ~ ~~ Telephone: ~" ~`t~Ci _ ~~ ~ ~~. Legal Description: Fllack tti'umber; ~ v Lot Ntunber: ~~ _ Zoning District: Contractor: i U, r~yl ^ State Z.iceinse Number: C.~~ i ~.~ ~ $5 ~ Contr~uctor's Address:.~~ ~,` c-~0. 1.1e~ ~i(~ ~~'i ~`t? . _~C'~~C~ ! ~L ~ c~. ~,J~ Telephone: "1G~ '" 7UCJ' -- pia, ~~ Fax: Describe plroposed uspe and work to~b(e~done: ('_ ttiLGt1 " l ~` ' tM.tL ~ls~,~a~ar~`•,i~,~,~~C~1F! ~,~~~ ~-+ v! ~.;~-~~nGt-..t, , ~ i r 5~ ":. ~ y ."'SSE' t~ i _~~'5.;..T+'J?(~~.54 ~ tAJ+~t~+"~ ° l~ WtQG JVICe 3 ~ _ Present use of land ar building{s}: ~~k~l S it ~ -' Valuation of proposed construction: _._~_l_.'~-? }___~~ rJ ~ ~~ _i ~ New electrical or increase in service? ~+~~Q~ ~~ ~°X~i°P,~-dd plumbing fixtures? ~~'p ~ CC ~ ~ d Add fireplace? ~ ~ Add heatinglair conditioning? R~.~QC~ ~~ Is approval of Homeowner's Association or other private entity required? ! ~X~ If yes, please submit with this app3icatian. Prneedure: Yn order to expedite issuance of germits, please follow aA steps and provide alt infox~naation as avaronriate. Incomplete sppiicatiasts may resalt in delay in issuance of permit. °:eas~: sabmit Building Permit .Application. Energy Code Forms, tv'otice of Commencement, QwneroContractorAtfidavit if owner is contractor, std nuo (2) complete sets of construction glans to the Building I7epariment, which is located ai the Atlantic Beach City I:Iat1, 800 Seminole Road, Atlantic Beach, FL 322'x3 Telephone: (904) 247-5826 In addition to censiruetion and engineering derail, plans must contain the following information as appropriate fo-the type of work bciag pert'orrned. Scale of drawings should 6e sufficient to depicE alI required infotmatioa in a clear and legible manner. $00 Seminole Road • Atiantir Beach, Fbrida 32233-5445 Telephone: (944) 247-5804 • Fxtz: (9U4) B47-S$45 - http:!lwww.ci.atlantic-heach.fLtts Fage 2 Revised i1C-0 I hcrwb;; ce:~tif}• :hat alt information r is s ptigtion is correct. //~~ Signawre of Property owner Date: ~ o ~ C ~ lJ~f? hereby certify twat T have rrad and examined this application and know the same to be true and correct. :~ti prov:signs of the Isw-s and ordutances governing this type of work will be camolied with, whether specified herein ur not ~-i;e ~^ring of a Ner;nit d~x;s not pr:sume to gave authority ttt violate yr cancel the provisions of any federal, state or local rules, re:guiations, orcinaeices, !x':a~.+rs in ru:y msnner. including the governing of construction or the petivrmance f c stntction of the property. Y understand that tke [ssu~.nce cf t'.is pamtii is cuntingeni upon the aaaec information 6eiag true and nr at a plan and pportine data hrve been Gr shall he pcrtzv~led as teruired. Signature of Contractor: „T?aC; : ~~_ s` Address and contact infarrnatiott of person to receive all eorrespgndence regarding this sppli~ati:~n `plea>~ print;. Name: ~~~~ ~. ~~a554 ~ IVtailing ?address: ~~s~' S s'~'. ~,t~A ~.CS ~i H Telephone: (~~°~~©"~~~~ Fax: `~C~- AS ~'~ ~W_\FR: Sworn to and subscribed before me this ___~~ State of Florida, County of Duval ,,,,,,,.., STE~ PIE D. HyUyMA(N~GyU-~G O4'µY P(,¢~'' -1n~allt Pt~ • S1Pif V~ ~•~~ :~. ~y'C,vw,omm E A~ 16,2009 ;s ~= Cotner ~ D04g2511 %F °F,~ ``~'~~ Bonded 6Y National NAY ~. -Mail: a~tgSSQGt day of ~~ f_.~ , ~0 C7 b . ee.~ "..,1 Notary's Signature• _ Personally know,t Producul identification Type o: identification produced r~i 'T'f3 CCINTRACTC?R: ` ~,,, ,... S~1•orn to and subscribed befbrc me tFtis ~~~ day of ~ ~-~tCJC/- . ~'d ~ State of Florida, Gourtty of Duval ~~~ ,,, x, ~;,~„ STEPHANIE D. BUMANGUIG jQ " ~;~~ ; Notary Pubec -State of Fbtida ~ : MY Gontmasiott Ezp~ea Aup 16, 2009 ''~ P:= Camrniesfott 9 DD~62511 - ~''Er~ n ~~~ Bortdad tali i~liotul tdoOetY Atn-. ~--~.., Notary's Signature: r~~ (~ Personally knowrt ^ Produced idenrificatsan Type of identification produced __~ 800 Seminole Road • Atlantic Y3each, Florida 32233-54d~ Telephgne: (9H14) 247-5804 • Fax: (904) 247-5845 • http:/lwww.ci,attantine-beacb.ll.us page 3 Revised l /04 I •~- 4'. ;sib a LiY pS:P t'E9' iY ~ i ~ PC~st*; +' ' .G. I ~iuY C cif-.~' ....~. ,s :r .. R. a.WX ~ ~ {_, t".~ ;._'i'e1iFA~' ~. i ~ . "FYI'" - t t~j ~t~' '~~t~~'.; . ~ ~:. old mTi _ ,~ rr' k,• .~ i !: j~ r ,~~~ a , ~-~Y~ a , _+.....~ 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 November 7, 2006 In regards to: Atlantic Beach Condominiums, LLC Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Attention: Dave Hostettler Dear Dave Hostettler: r~ti.I~' s'`I~it flCf CG: ; Per our conversation concerning the Atlantic Beach Condominiums, LLC, properties located at 391-Ahern Street and 309-7th Street, this letter is to inform your department of the work to be completed at said properties, as well as, respond to comments made by S. Makowski (see attached comment sheet). As we have discussed, there will be no structural changes to the existing building configurations andJor floor plans making this project a cosmetic remodel only. The following list includes all the work that is planned for completion prior to sale of the units as Town Homes: 1) All appliances in the kitchen area, as well as, cabinets and countertops will be removed and replaced. 2) All sinks, toilets, bathtubs, faucets, and cabinetry in the bathrooms will be removed and replaced. New water heaters will be installed to replace old ones. 3) All air-handlers, condensers, and duct-grills will be removed and replaced, but all original ductwork will stay intact except for plenum box adjustments for new handlers. Energy calculations are attached. 4) All electrical outlets and switches are to be replaced, including arc fault circuits in all bedrooms. Living area downstairs will get additional ceiling boxes for lights and/or existing boxes will be relocated. A new outlet will be installed on living area stair wall for wall hung television. Garbage disposal circuit and wiring will be installed for kitchen sink. 5) All doors and windows will be replaced following Florida Building Codes. Product Approval sheets are attached. 6) All ceilings and walls will be textured and painted. 7) Attic separations to be upgraded to 2-hour fire rating using appropriate gypsum. Remainder of separation walls from second story ceiling to slab, is concrete block ~20~ 1 d~ U. L. #' ~vrz 2.- N o tf-2 ~n1f}(-C- .~. .. .. ~. j~~5r.~~~~4~,~ly, ~~~~~Gr9{~Pd `~~ ~ J~._~.. ..I~x~..-.`.~st„'~~..~ ~._~. a ~/ i ".!~~,~ ~~.~f _.~.1 ~~~ r ~~~ t i ~ '~ ,mss-.yfP 'i~ ~' ~ ~' "~ '~~.~~`~~~'v a~'Ni~, .-~ ~ t ~lfw t - t ~ ~ ~~t~ t,{ l~yarr ~"~t 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.880.1754 8) Smoke detectors will be installed in bedrooms and upstairs hall area and wired together per FBC. 9) At 391-Ahern Street roof was replaced, and permit for that work is on file. 10) Carpet and the for all units will be upgraded. 11) Exterior of buildings will be done in new stucco over existing surfaces. All the aforementioned work will be done to both buildings in every unit unless otherwise specified. Again, there will be no structural demolition or structural additions to these buildings. All pertinent information including product approvals for doors and windows, energy calculations, asbestos surveys, etc., should be included with this letter. There will also be some site improvements to the Ahern property which are being drawn and sealed by a landscape architect and civil engineer. Those plans are being submitted separately. Please feel free to contact me at 904-880-4681(office) or 904-226-4477(cell) for clarification on any issues concerning this letter or the proposed work. Construction Manager IGD/Atlantic Beach Condominiums, LLC F `~ ~. t ~ _ ., .. .r r. _ _~u., _r:~~~-ua~~711~~i'i+~~d~:_..~a. .~ _it.la.. ~_.~. i~ ~ _. ., ~ t°~.~_ .~.. ~~._~ __ __ _- ~: ~S!`S~.f-/~' ~ CLANTIC BEACH ~~ .,:: EW SHEET r ,,~ ~~ S ~ GIt C~~ CD~cl it Public Works & Public Utilities Departments . ~ 1200 Sandpiper Lane da 32233 Atlantic Beach, Florida 32233 ~~.r*, ~~-~~..~ (404) 247-5834 (904)247-5$45 Fax (904}247-5843 Fax This permit application has been: Approved as noted by the ~ Department. Final application approval must come from the Building Department. (~ Reviewed. and the fallowing items need attention: ~!~ J PLAN REVIEW COI~!IMENTS Permit Application # ~ rO ~ ,~ 5~0 7 ~9/ T ~~'/ Applicant: ,/t, ~/A ~i ~ .J g r~dr ~7~/~/' ! ~~1T~1~ a O~I~`~'1 Q,;~ E Project: f~J ~`~i~ ~~~~ ~~rn o t,~~ L Property Address ~ W r~ ©uV ~ t~- /J©©~ r Gt~G. 5719'( cS alb' 7-~'Z:~L.S /YliCi //<CaOJ'~' Sw1 GL ~I'l.~.G J ~~I 1T. t~vi.~S L C. ~~ o~ d L- 2 ~ I 0 ,~s~ ~-v s I o,~, ~~C ~/,~vL~'" Gl/~~ vi L!f ,~~ ~o• :m ~ e~G ~o~o . . - ~ . /2 8 A Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the corre department may delay your permit from bein issued. Reviewed By: Date: / / / / ~, / d (~ Date Contractor Notified: ~~ ~ ~l~ ~ S. Doerr R. Carper D. Kaluzniak Public Safety .g~v .,,U~~ ~~ ~~~~ ~~ ~~j / -` ~~ O APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Smell Additions, Renovations & Buildln$ Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Cotle may be demonstrated by the use of Form 6000-04 for additions of 604 square feat or less, site-installed components of manufactured homes, and renovations to sinAle-and multiple-family residences. Alternative methods are provided for additions by use of Form 6008.04 or 600A-04. PROJECT NAME; BUILDER: AND ADDRESS: PEERMITTING CLIMATE OFFICE: ~'~"~ y ZONE: 1 ~ 2 ~ 3 OWNER: ,$ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2, and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met ony when equipment is installed speclficalty to serve the addition or is being installed in conjunction with the addition ctnstruction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30%a of the assessed value of the building), Prescriptive requiremems in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUlLD1NG5.Only site-instaifetl components and lectures are covered by this farm. BUILDING SYSTEMS. Comply when complete new system Is installed. please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. ~Pcf~ ~,l~ 0 il h d Si l il d t d M lti l f tt 2 f h 2. ~ !+~~ +' e- am y a ac am y ac e or u p e . ng e- e 3' ~ 3. If Multiple-family-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5 (, 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area ~~ % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a R = fin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) 8c. R = sq, ft. d. Concrete, raised (R-value) 8d. R = sq. ft. e. Concrete, common (R-value) 8e. R = sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R = sq, ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R = _ sq, ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units' (Yes/No) 9c 10. Ceiling type and insulation: a, Under attic (Insulation R-value) 10a. R = sq, ft. b. Single assembly (Insulation R-value) 10b. R = sq. ft. 11. Coolingsystem* 11. Type:. •r_rl~~'~ (Types: central, room unit, package terminal A.C., gas, existing, none) SEERlEER: t ~ 12. Heating system* 12. Type: (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PTAC HSPF/COP/AFUE: '1 . ~1 existing, none) 73. Air distribution system" a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: (Types: etec., natural gas, other, existing, none) ~~ ~ 14. Type: ~ , " Pertains tomanufactured homes with site-)nstailed compone ts. ~ I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. Energy Code. Before construction is completed, this building will he inspected far compliance in Aq ~!~<-Y r ~ S ~ , S \ ~ accordance with Sectien 553.908, F.S. PREPARED BY: __L:~ t DATE: --11 IK~4 ~1-1i-'n* UILDING OFFICIAL: I herehy certify that this building i compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 1a3oios 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(~gmail.com ~ ~ • • Far: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI ~- • • s Htg Clg Infiltration Outside db (°F} 39 92 Method Simplified Inside db (° } 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ft2 Btuh % of load Walls 3.0 1805 14.6 Windows 23.9 2416 19.5 Doors 15:2 732 5.9 Ceilings 1.1 523 4.2 Floors 15.1 1615 13.1 Infiltration 31.4 4685 37.9 Ducts 589 4.8 Total 12364 100.0 Component I3tuh/ft2 Btuh % of load Walls 2.5 1509 10.0 Windows 72.0 7272 48.3 Doors 12.7 612 4,1 Ceilings 1.6 760 5.1 Floors 0.0 0 0.0 Infiltration 9.5 1420 9.4 Ducts 1367 9.1 Internal gains 2100 14.0 Total 15040 100.0 wmoows_ fl°~ VlRnd°ws ~~~°~ Cooling at 81 °!° SHR = 1.5 ton Cooling air flow = 477 cfm/ton Cooling at 70 % SNR = 1.7 ton Cooling at 400 cfm/ton =1.8 ton Overall U-Value = 0.161 Btuh/ft2-°F Data entries checked. „~ wr~ghtsof~ Right-Suite Residential*^" 5.p.66 RSR29784 2006-Nov-01 12:29:31 Af,,C~ C:1Documents end Settings\customer\My DocumentslWrightsoftlD. Lee Ross Townhouse,Ahern St: Center U Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: ~oi3o~os 1065 Oak Vale Rd, Jacksonville, F132259 Phone: 904287-5339 Fax: 904-287-1258 Email: energydesignsystems(~gmail.com ~ ~ • ~ For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, F1 Notes: Design Ilnformation ~ Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Outside db 39 °F [nside db 72 °F Design TD 33 °F Heating Summary Building heat loss 12364 Btuh Ventilation air 0 cfim Ventilation air foss 0 Btuh Design heat load 12364 Btuh Infiltration Summer Design Conditions Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 °lo Moisture difference 65 gr/Ib Sensible Coaling Equipment Load Sizing Structure 15040 Btuh Ventilation 0 Btuh Design temperature swing 3:0 °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 14589 Btuh Method Simplified Construction quality Average Fireplaces 0 Heatin Coolin Area (ft2) 928 728 Volume (ft') 7 7 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 129 65 Heating Equi pment Summary Make Trade Latent Cooling Equipment Load Sizing Internal gains 690 Btuh Ventilation 0 Btuh Infiltration 2831 Btuh Total latent equip, load 3521 Btuh Total equipment load 18111 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 720 cfm Actual cooling fan 720 cfm Heating air flow factor 0.058 ,cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 °10 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,`, wr~ghtsoft Right-Suite Residential T"^ 5.0.66 RSR29784 2008-Nov-01 12:29:32 AGCI~ C:\Documents and Settings\customer\My Documents\Wrightsoft\D, tee Ross 7ownhouse,Ahern St.-Center U Page 1 ~-r,7 ~Nwz~~vr '~ / APPENDIX 13-D FLORIDA ENERGY EFFICIENCY GODE FOR BUILDING CONSTRUCTION FORM BOOC-04 Residential Limltetl Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use at Farm 6000-04 icr additions of 600 square fast or less, site-Irtstahed components m m,.,,,r,,..,sa r,,,ma~ ~~n .a°,,,,~rhn~ m cinnin-and m^hinle-family residences. Altematlve methods are provided for additions by use of Form 6006-04 or 600A-04. PROJECT NAME: UILDER: AND ADDRESS; ~ -PERMITTING CLIMATE OFFICE: 20NE: 1 ^ 2 ^ 3 OWNER: ~ Q" PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of contlttionetl area). Prescnpnve requremenrs m iaoies oc-r, oc-z, ono °~-a apply way m um cmnpm~aim ~~ ~~~° a~°~.~~~~, ~~~..~ the existing Duiltling. Space heating, cooling, and water heating equipment efficiency levels must be met Doty when equipment is installed spedfically to serve the addition or is being installed in conjunction with the additon construction. Components separating unconditioned spaces from conditioned spaces must meet the prascdbed minimum insulation levels. RENOVATIONS (Resitlentlal buildings undergoing renovations costinA more than 30 % of the assessed value of the building). Prescriptive requirements in Tables 6C-t and 6C-2 appry only to the componems and equipment being renovated or replaced. MANUFACTURED HOMES AND BllILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS. Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1 • ('~~-k~-~'1-~ Y~. 2. rn "' ~ ~'' 2. Single-family detached orMultiple-family attached g 3. If Multiple-family-No. of units covered by this submission . 3. 4 ~ n~ 4. Conditioned floor area (sq. ft.) g, ~ as 5. Predominant eave overhang (ft.) B. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Trot, film or solar screen Bb. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. B. Floor type and insulation: a. Slab-on-grade (R-value) Ba R = lin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) 8c. R = sq. ft. d. Concrete, raised (R-value) Sd. R = sq. ft. e. Concrete, common (R-value) Se. R = sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R . sq. ft. b. Adjacent: 1. Masonry (insulation R-value) 9b-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units* (YesMo) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R = sq. ft. b. Single assembly (Insulation R-value) 10b. R = sq. ft. 11. Cooling system* 11. Type: ~~r ~~ (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: 12. Heating system* 12. Type. (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PTAC HSPF/COP/AFUE. ~ r existing, none) 13. Air distribution system" a. Backflow damper or single package systems* (Yes/No) 13 i b. Ducts on marriage walls adequately sealed* (Yes/No) 13 . I ' 14. Hot water system: 14. Type: (Types: elec., natural gas, other, existing, none) EF: Pertains to manufactured homes with site-insta0ed components. I hereby certify that the piajls and specifications covered by the calculation are incompliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Flodda Energy Cod^~t \ L ,~. r, ~ 1i ^_. ~•+• ~ ~ Energy Code. Before construction is completed, this building will ba inspected for compliance in \. ~''s ~ G it accordance with Section 553.908, F.S. PREPARED aY: DATE UILDIND OFFICIAL• 1 hereby certify that this building is compliance with the Florida Energy Code: OWNER AGENT. GATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904-287-1258 Email: energydeslgnsystems~gmail.com ~ • ~ • For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI !- • ~ • Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Component Btuh/ft2 Btuh % of load WaNs 3.0 2745 20.3 Windows 23.9 2081 15.4 Doors 15.2 732 5.4 Ceilings 1.1 592 4.4 Floors 9.7 1666 12.3 Infiltration 37.2 5030 37.3 Ducts 642 4.8 Total 13488 100.0 wuw°W5 Goofing Component Btuh/ft2 Btuh % of load WaAs 2.5 2296 15.3 Windows 72.0 6264 41.7 Doors 12.7 612 4.1 Ceilings 1.6 862 5.7 Floors 0.0 0 0.0 Infiltration 11.3 1524 10.1 Ducts 1366 9.1 Internal gains 2100 14.0 Total 15023 100.0 wnd°ws Cooling at 80 °lo SNR = 1.5 ton Cooling air flow = 471 cfm/ton Cooling at 70 % SHR = 1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.135 Btuh/ft2-°F WARNING: window to floor area ratio = 8.9% -less than 10%. ,~, wr~ghtsofC Right-Suite ResldentialT"' S.tl.68 RSR29784 2008-Nov-01 12:27:20 /ICCIt, C:\Documents and SettingslcustomerlMy Documents\Wrightsoft\D. Lee R°ss Townhouse,Ahem St.-Typical. Page 1 RIGHT-J LDAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydeslgnsystemsc@gmail.com ~ • • • For: Typical Condo Unit,391 Ahern St. BuIldings 395 & 397, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 13488 Btuh Ventilation air 0 cfm Ventilation air foss 0 Btuh Design heat load 13488 Btuh Infiltration Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15023 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 14573 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft~) 976 976 Volume (ft') 8298 8298 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 139 69 Heating Equi pment Summary Make Trade Latent Cooling Equipment Load Sizing Internal gains 690 Btuh Ventilation 0 Btuh Infiltration 3040 Btuh Total latent equip. load 3730 Btuh Total equipment load 18303 Btiah Cooling Equipment Summary Make Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 719 cfm Actual cooling fan 719 cfm Heating air flow factor 0.053 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 80 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,~ wr~gl~'tsoft Right-Suite ResidentialTM' 5,0,66 RSR29784 ACCA C:\Documents and Settings\customerWly Documents\Wrightsoft\D Lee Ross Tovmhouse Ahem St T ical 2006-Nov-01 12:27:21 . , : yp . Page 1 X11 ~' F ~ OOPY U~ .~,ir ~+-arA~t~4- ~ ~~.. ~ I Q 8 ~;~~~~ ' _~ r ~ ,. ...;. _ ii ~. ... ~ ~ NOTE: SEE INE~MDUA! TEST REPQRT(~ ~'4R OP RAl'1lIGS AND MAJ~~II ALi.OWABLE SIZES. C3etterBilt Doors ~ Windows ! Capr7ol Windows b Doors apprrsciales your recant purchase of a maintenance- free prinee window, which wul Coat rust, rot, mildew. or warp. This is a quality produd that left our fadory in good c~nditlon -Proper handling and lnstdlation are just as important as good design and warkrnanship. Please fotkwe Heeeyee r+ecommenda#ions to spew pals produq to complete its funchon. t. Handle units one at a time In the dosed and locked pasYtion and take care tint to scratch frame or glass ar to bend the nailing Tin. Place a continuous bead of caulk on the back side of nail fin (mourning flange}. 2. Set unrt plumb and square veto opening and make sure that there is 3l1t3' ± i/18' dearance around the frame. Fasten unit into opening in the Closed and locked position, making sure that fasteners are screwed In straight in oreier to avoid twisting ar bowing Df the frame. Make sure that sill is straight acrd level. C1'tedc operation of welt frequently as fasteners are set. 3. t3se ~ 8 sheet metal or wood screws vriM a rreireirrtum of 1' penetration into the wood kaming (surd}. Ptaoe tir5t screws (twolt each corner) 3' maadmum from end oi• Rre. Far positive and ngative DPs (design pressures} up io 3.5, do root exceed 2+8° spaairlp of addifwnai snows. For DPs from 36.1 to 66, do not exceed 1ti" spacing. Far DPs from 56.1 #0 69.3, cto not exceed 12" spadng. 4. Caulk entire perimeter of fin to mounting suriaoe joint and caulk over screw heads. Note: this step can be etirreireal,ad 6 d' wkte atlheSive type flashing is used {sin 1'~, jamtzs 2"°, head 3"~. S. Fill voids between frame aced construction with loose batten•type instAation or nautexpa ding aerosol learn speceiticatly formulated for windovrs erect doors to elrninate dralls. Tt~~of e~oa___ n __,dina ae+~l type insutalirg foam, which qn bow the frame, waives a! stated warranties. eJ.aN$ ~r~~N _. REVI~'~ED -_ . eft ti. Remove plaster, mortar, paint, and tlebris that has coHeaed on Ehe tcjtct and' mane sure itrat the sash track3 and intCAot~cs are also dean. tb not use abrasives, sowanis, asstmflriia. ~m~at', btka{irte; or~ attiii~,~tutions for dean up. <•s~~,ally w'srh sr9~'c3ia.ed r23ass units as .near use could C2uSE CherniGal breakdown of the gl~ se81. Take Care not to s~cxatcte glass; saatdees severely weaken glass and ~ could eerent~q Cram tYtertrtal expansion and coretradion. peen unr~s w#h water and mild detergent. 8iti `ion{ ldirtg !RS(,t3Ct;pP ~rylSjpq ,,, hex., Fi. - CAUTE4_ BetterBift Doors & Windows /Capital VYmdows 8 Doors or its r~ep~kbs el~~l'~j'~'~'~u`"?labte.ta.l~and Cannot assume responsibilNy for the selection and placement of their products in a bult~ ' dare irr a man squired by laws. statutes, arrdlar buiiidirrg odes. The purchaser is solely r~espons3tsle for 'afae~~nce to the same. Better9ift !Capital window products are not provided with safety gta'titeg unless specificaNy orde with such. Many taws and codes require safety glazing (lemper~ed glassy near doors, bathtubs. and strovrer endosute3s. Also, be aware of other code requirements such as emergency egress and stnacxural /energy performance. Corporate Headquarters: ~,~7~e~~, vyww.mihp.com ,~,..: M.V. Home Products Eric Nielsen, P.E. R+Of341323 r , . •. f • -.;.~ tir '''r 550 West Market St. Prodard Technology Corpatativn ~. - r: r ~,~ "i , ,l, t~`,,r ~~ Gratz. PA 't'Tf13ti-fl370 ' 1150 Louisiana Ave. Suite B =!" : •~: ~ _ , :~ i•~, (f17~ 365-3300 Winter Park, Florida 32789 ~~ ~` I ~'~ ~ ; .~' , 407 622-6334 „u •~ (vrvrw.pto-corp.rorrt .., =,~ ~ r;Y~~ ~ _ -~~' ,~ arzrroo "'~f~~ ~ r ~ ~ ~ w '• •' 1 . ' ...•. Arthftecturat Testing ~}11L1lI{4~! ~tANfJ BtAMINE~a C ~ ~Q! ~y ~~i ii KEEP TH1S P1AM ON 1QH 5~P 2 1 2004 Buiidirtg lnsreci~on Diaisian -- lex.~ FL. Exart-tn~r S aiure'~'_,._....__..._. Lkemse No. ANSUAAMA/NWWDA 1Q3/i.S.2-97 TEST REPORT Rendered ta: MI HOME PRODUCCS, iKC. SERIESlMODEL: 1$5SH/318SSH PRODUCT TYPE: Aluminum Single Iiuag a~ad Oriel Windows Surnnta of Results Title Test S ecimeu #1 Test S en ~2 Ratio H-R55 53 x73 H-R~5 53 x 73 Oriel d ratio Force 15 Ibfmax. 1S lbf max. Air Infiltration; 0.06 cfrnl Q.03 cfm/ Waccr Resistance Test Pressure 9.3 5f 9.3 sf Uniform Load Deflection Test Pressure +56.71-61.S f +5$.7/-69.3 f Uniform Load Structural Test Pressure +85.05!-92.25 f +85.05!•144.4 sf Forced En Resistance Grade 10 Grade 14 Reference shauld be made to ATT Report Identxficatiott No. 41-46984.02 far campkte test specimen description and data. 130 Derry Court Park, pa lraoz•9aos ph aFee: 717.764-1'7D0 fax: 717.764-4119 www.archtest.com Architectural Testing A1~suAAlvlAllyyyyynA iav~~2-~~ TEST I~EroRr Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Crratz, Pennsylvania 17430-0370 ATI Report Iclent'rFcatioa No.:01-46984.x2 Test Dates: 0965/03 Through: 10/fl7103 Report Date: 06111!04 Expiration. Date: I O/fl7107 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Homne Products, Inc. to perfbrtn testing oa twa SerieslModcl l 855H131$SSH; aluminum singe hung and oriel w%ndows. The samples tested su+ccsss#bily met the performance rrquirementa far the following ratings: Test Specimen #i: H-R55 53 x 73; Test Specirrnea #2: H-RSS 53x'73 (+Otiel). Test specimen description and results are reported herein. Test Specification: The test specimens were evaluated in accordance with AN$V A IO1fI.S,2-97, Yolwrtnry Specifrcations far Atu,~~,rd~rt~r(d'l~~I~rdFt Wood Windows acrd GXass Days. RB~I~W~D FOR CQi3$ QQMPI.IANCE Test Specimen Description: KEEP `THIS PLAI+! QN !OB SerieslM od ei: 1$S SH13 X 85 SH SEP ~ 1 2Q04 Product'M~+pe: Aluminum Single Kung and C)riel Windows Building insrectWtt U'tVision -1ax.. FL. Test Snecimen #1: H It55 53 x 73 am:ner at~rre Ueens® No., ,~ Overall Sine: 4` 4-11$" wide by 3' 11.314" high Active Sash Si~oe: 4' 2-3/8" wide by 3' 0" high Filed Daylight Opening Size: 4' 1-318" wide by 2' 8-S/8" high SereeA Size: 4' 2-314" wide try Z' 1i-1/2" high 13o Derry Court York, PA i740Z•94o5 phonic: 717.764770U tax: 717-76a-atx9 www.archtest.cam A~chiteetural Testing Test Specimen IIescriptian: (Continued) Test Specimen #2. H-R55 53 x 73 (Oriel) t)verail Size: 4' 4-1f8" wide by 5' l l-3l4" high Active Sash Size: 4' 2-3/8" wide by 2' 6" high Fixed Daylight Opening Size: 4' 1-3i8" wide by 3' 2-9/16" high Screen Size: 4' 2-314" wide by 2' S-T/16" high The fottawing descriptions apply to all specimens. Finish: All aluminum was anodized. O1-46984,42 Page 2 of 8 ~iaziag Details: The window utilized a L/$" thick sheet of clear tempered glass exterior glazed auto a glazing compound and secured with PVC snap-fit glazing stops. Weatherstripping: U,~scri tp ion fl. l87" backed by 4.23fl" high polypite with center fin fl.187" backed by 5116" diameter vinyVwrapped dual-fin foam beIb gasket 718" by 518" by 0.19U" high polypile dust plug anti Location 1 Row Fixed meeting rail and stiles 1 Row Bottom rail 2 Per Window Ends of each interior meeting rail on Test Specimen #2 only Frame Canstrnction: The window frame members were arnsiructed of extruded aluminum. An a1~,rr~;n+~m veriical sill leg extension was sealed to the sill with silicone. All carczers were coped, butted, scaled, and fastened with two #8 by l" panhead screws. The ends of the fixed meeting rail were sealed and fastened with two #8 by 1-1l2" panhead screws per jamb. Sash CgnstruCtion: All sash members were constructed of extruded aluminum.. All corners were taped, butted, sealed, and fastened with two #6 by 1" panhead screws. ~~~ Ol-4b984.02 Architectural Testing Page 3 of $ Test Specimen Description: (Continued) Screen Construction: All screen members were constructed of roll-formed aluniiuum. All comers were keyed. The screen mesh was secured with a flexible vinyl spline. Etardware: Descr%ption Quantity Location Metal sweep lock 2 S" fmm ends of each interior Block and tackle balance system plastic pull tabs Vinyl sash guide Metal spring retainer bar Plastic +caps #6 by 1/2" panhead screw Drainage: Description 1-3/S" wide by 5/ I b" high weepslot 1-l/8" wide by 3116" hlgh weepslot 114" wide by l18" high weepslot 1/$" diameter weephole meeting rail on all test specimens 2 Une per jamb on all test specimens 2 4-112" from ends of screen bottom rail on ail test specimens 2 2-1/4" from tog of each stile on aII test specimens Z Ends of screen top rail on ail test specimens 2 Ends df interior meeting rail on aII test specimens Z 2-1l2" from ends of screen bottom rail on Test Specimen #2 only ti Location 2 Ends of center vertical sill Ieg 2 Ends of exterior vertical sill leg 2 Bottom of each jamb draining the jamb hallow on Test Specimen #2 only 2 Mids an of each,}'amb at ends of the ~xed~meeting rail on Test Specimen #2 only Architectural 'testing Test Specimen Description: {Continued) Aacharage: Description uanti I..ocation O 1-46984.02 Page4of8 3116" by 1-3/4" flathead 10 3" from ends and midspan at the Tapcan screw head and sill, 3" from bottom of each jamb and 2" from tap of each jamb en Test Specimens # 1 and #2 # 12 by 2" flathead screw 2 32-318" fiom bottom of each jamb on Test Specimen #1 #12 by 2" flathead screw 4 32-31$" amd 28" from bottom of each jamb on Test Specimen #2 only Reinforcemesst: No reinforcement was utilized. Installation: The window was installed into aSpruce-Pine-Fir #2 2xiQ wood test buciE with ten 3116" by 1-3l4" Tapcon fasteners and two (four on Test Specimen #2) #12 by 2" flathead screws. The Tapcon screws were located 3" from each end and midspan of the head and sill, and 3" firoxn each end of the jambs. The #12 by 2" screws were located 32" from the bottom of the jamb on Test Specimen #1, and 32" and 2$" on Test Specimen #2. The exterior perimeter was sealed with silicone. Test Results.: The results are tabulated as follows: Paragrayh Title of Test • Test Method Results A owed Test Specimen #1. H-R55 ~3 x 73 2.2.1.6.1 Operating Force 151bf 301bf max. 2.1.2 Air Infiltration per ASTM E 2$3 1.57 psf(2S mph) 0.06 cfm/f~ 0.3 cfin/ftz max. Note #1: The tested specimen meets the performance levels specked in ANSI/AAMArNW~'I?~I IOi/I.S:2-97, for air inf~ltratian. ~~~ 01-469$4,OZ Architectural Testing Page5of8 Test Results: (Continued) Paragraph Title of Test • Test Method Etesults Ailawed Test Stoecimen #li: H-R55 S3 x 73 (Continued} 2.1.3 Water Resistance per ASTM E S47 (See Note #2) 11,'ote #Z: 1"!~e client opted to start at a pressure higher than the miMimum required. Those results are listed under `C)ptianaI Performance'. 2.1.4.1 Uniform Load Deflection per ASTM E 330 (see Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2} 2.2.1.5.2 Deglazing Test par ASTM E 987 lIl operating direction - 70 ll?5 Active meeting rail 0.10"!20% 0.50"/100% Bottom rail 0.10"!20°/a 0.50"I100% l:n remaining direction - SO lbs Left stile 0.10"I20% 0.50"/100% Right stile 0.10"120% 0.50"l100% 2.1.8 Forced Entry Resistac;ce per ASTM F 5$8 Type: A Gracie: 10 Lock Manipulation Test No entry No entry Test A 1 through AS; A7 No entry No entry Lock Manipulation Test Na entry No entry Architectural Testing Test Results: (Continued) Test Specimen #l: H-RSS 53 x 73 (Continued) Para~ranh Title of Test -Test Method Results Optional Performance Oa-46984.02 Page 6 of 8 Allowed 4.3 Water Resistance per A,STIVI E 547 (with and without screen) 9.3 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail) (Loads were held for 30 seconds) 56.7 psf (positive) 0.74" See Note #3 61.5 psf (negative) 0.82" See Note #3 11~'ote #3: The Uniform Load Deflection test is not a requirement ofAN5UA14il~d/.Nl'~T~1D.4 IOi11.S.2-97 far this product designation. T1ee deflection data is recorded in this report for special code compliance and information only. 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the fixed meeting rail) (Loads were held for 30 seeomds) $S,OS psf (positive) 0.09" 0.21" max. 92.25 psf (negative) 0.01" 0.21" max. Test Specimen #2: H-R55 53 x 73 (Oriel) 2.2.1.6.1 Operating Force 151bf 30 lbf max. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.03 cfm/fl 0.3 cfin/ftz n~c. 2.1.3 Water Resistance per ASTM $ 547 (See Note #2) 2.1.4.1 Uniform Laad Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (See I~dote #2) ,,•.a rl i ,vim i ~~ ~~ ,.,,, r~ '~~ 01-46984.02 Architectural Testing Page7of8 Test ResaIts: (Continued) Test Specimen #2: H-R55 53 x 73 (Oriel) {Continued) Paraeranh Title of Test - Test Method Results Allowed 2.2. I ,fi.2 Deglazing Test per ASTM E 987 In operating; direction - 7fl lbs Active meeting rail 010"120% 0.50"/100°~° Bottom tail 0.10"!20% 0.50"/100% In remaining direction - 50 lbs Left stile 0.10"!24% 0.50"1100% Right stile 0.10"/20°l0 0.50"/100% 2. i . S Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Lack 11~anipulation Test No entry No entry Test A 1 through A5; A7 No entry No entry Lock Manipulation Test No entry N© entry Optional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 9.3 psf No leakage No Ieakage 4.4. i Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail} {Loads were held for 30 seconds) 56.7 psf (positive) 4.62" See Note #3 69.3 psf {negative) 0.80" See Note #3 4.4,2 Uniforrrz Load Structural per ASTM E 330 (Permanent sets reported were taken on the fixed meeting rail} (Loads were held for 30 seconds) 85.05 psf (positive) 0.03" 0.21" max. 1(14.0 psf (negative) 0.04" 0.21" rnax. ~'~ 01-469$4.02 Architectural 'Testing Page 8 of 8 Detaited drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and tftey indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the cerpif'cation program administrator. This report may not be reproduced, except in full, without approval of Architectural Testing, Inc. For ARCHTIECTUR.AL TESTTNG, INC: f: :I ~ ,f Oi~6iy &Pircd gr.Nd~m 1 fo~- Adam Fodor Supervisor -Product Testing AF:vtm 01-~t6984.02 ~~ z LliyiWrSpodby_ 86~an k Uih Steven M. Urich, F.E. Senior Project Engineer CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab. us Application Number 07-00000418 Date 4/03/07 Property Address 397 AHERN ST Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 CONDENSER/1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ IDG-ANDY HASSAN B-COOL A/C & HEATING, INC. 397 AHERN STREET 5329 DEER ISLAND RD ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 509-9744 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/30/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. w ~ .;::L'I~j~. . ~,;;~ CITY OF ATLANTIC BEACH ~" MECHANICAL PERMIT APPLICATION \~ J Date: ~/~ 7 Property Address: 3~ ~ /g ~~r'n S~ Owner: ~~ ~ Telephone #: ~~~ ' y~S/ Contractor: /~-c~I /~i~Go~.LrN~n~j ~~~ ~~t~~,- ~ ~"~•Telephone#• s~~`P7y~ Contractor Address: ~-a ' c ~e~/~ v ~ ~~ ~ ~ Fax #: ~ ~ ~ - ~ ~~ ~ Contractor Signature: ~~~~" In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: ~ectric If other construction is being done on this building or site, list the building permit number: ^ Gas: LP -Natural -Central Utility ^ Oil ^ Other - S eci INSTALLED MECHANICAL EQUIPMENT TO BE NATURE OF WORK , ~~eat -Space -Recessed ~ Central _ Floor ~ Residential 7d' Air Conditioning: _ Room !/Central ~ Thickness ^ Duct System: Material ^ Commercial Maximum capacity cfrn ^ Refrigeration ^ Cooling Tower: Capacity gPm ^ Fire Sprinklers: Number of Heads ^ Elevator: _ _ Manlift Escalator (Number) ^ New Building ¢~ Existing Building / r~ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ Unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL E UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Model # Manufacturer Ton's Agency Number Units Description /~ ,,/ (un~ n S e/" lam/ 1 ~ ~1' ~ d 7~!{a,rJ ®„ 2 HEATING -FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model # Approving Manufacturer BTU's Agency l /~it~....~~r ~FI~N~~~-So,w a. wc, ayado TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained Serial Approving Manufacturer No. A enc 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 BILL OF MATERIALS 17E DESCRIPTION MATERIAL 1 EXTRUDED ALUMINUM SINGLE HUNG 1/2' HEAD ACM-18501 BY MI METALS ALUM. 2 EXTRUDED ALUMINUM SINGLE HUNG 1/2' SILL #CM-18502 BY MI METALS ALUM. 3 EXTRUDED ALUMINUM SINGLE HUNG i/2" JAMB ACM-18503 BY MI METALS ALUM. 4 EXTRUDED ALUMINUM SINGLE HUNG FIXED MEETNG RAIL ACM-18504 BY MI METALS ALUM. 5 EXTRUDED ALUMINUM SINGLE HUNG SASH LOCK RAIL ACM-18505 BY MI METALS ALUM. 6 EX7RUDE0 ALUMINUM SINGLE HUNG SASk BOTTOM RAIL ACM-18506 BY MI METALS ALUM. 7 EXTRUDED ALUMINUM SINGLE HUNG SASH STILE #CM-18507 BY Mi METALS ALUM. 8 SASH CAM l-785 BY BSf - 9 GLAZING BEAD Y-785 BY MI PLASTICS - 10 LOCK 30240-402 BY REFLECTOLITE i 1 MAIN FRAME SCREW 8 x 3/4° PNHILLIPS PAN HEAD STEEL 12 MEETING RAIL SCREW 8 x 1 1/4" PHILLIIPS PAN HEAD STEEL 13 SASH SCREW 6 x 3/4" PHILLIPS PAN HEAD STEEL 14 LOCK SCREW 8 'x 5 8" PHILLIPS FLAT HEAD -PTD STEEL 15 SASH GUIDE #80-02-8207 BY PLASTICS, AZ - 16 WINC'OW SCREEN - 7 7 FIN WEATHERSTRIPPING .187" x .250" BY AMESBURY - 18 BUl@ SEAL 32002 8Y AMESBURY - i 9 DUST PLUG 5/8' x 7/B" x .25" BY AMESBURY - 20 5/8" BLOCK & TACKLE i50 SERIES BY BSI - 27 GLASS "A" SGL GLAZED 3/16" ANN. BY GUARDIAN - 22 GLASS "B" SGL GLAZED 7/8" TEMP. BY GUARDIAN 23 BACKBEDDING SM-21 tl0 BY SCHNEE MOREHEAD SILICONE 24 BACKBEDDING PURFECTGLAZE-H HOTMELT - 25 GLASS SHIM 1 8" x 1/4" x 1 ° 8Y SECON - 27 #12 X 2" PHILLIPS FLAT HEAD SHEET METAL SCREW STEEL 28 3/16° x 3 1/4° ELCO TAPCON ANCHOR STEEL 29 3 i6 x 2 3/4' ELCO TAPCON ANCHOR STEEL w w rn ~ .045" ~f -- .908" --~ SeSH BOTTOM RAIL 1.6449" ;~ _ n N U ~ v f 187" -I---I +~ o°. ° in r .05" ©FIN WEATHERSTRIPPING OI_OCK RAIL 1.436" .656" o O O -,_ .062" --~ ~-- ® SASH CAM AyMwdwa4t/4'>~>~Ye ~ o tlro ~ C m N ~m i Z n z - n a o rt,a ?~ ~~a. m>"i `o ~~'m o~ o ' 2 g o~ .o ~ ~. L O~ " m 6 LL~ U 3 ~~ 5~ WOE ~o ~~ 1~ m~ N.T.S. er: TJF er: RW NG No.: 5-2422 ' S OF o, _{- .203" o O a? .OS' io `° • : •.'. I--- 1.4058" ---1 .357" -~---- in u~ 0 Q SASH STILE SASH GUIDE ~@UL8 SEAL Q SILL FIN O JAMB-FLANGE ® FIXED MEETING RAIL Q HEAD FLANGE ~. i I M I A M I~DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ~]-7T~C~r-s~,vr ~~ MIAMI-DADE COUNTY, FLORIDA METRO-DADS FLAQLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) MI Home Products, Inc. 650 West Market Street Gratz, PA 17030 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Caunty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in azeas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, ar suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ~BetterBilt D185SH/D3185SIi" Aluminum Single Hung Window APPROVAL DOCiJMENT: Drawing No. 5-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through 5 of 5, prepared by RW Building Consultants, inc, dated 10/27/03 with revision "2", dated 02/10/04, signed and sealed by Wendell Haney, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ~~ ~ C~~ c NOA No 03-1215.02 / -. _ Expiration Date: March 04, 2009 ~~~ Approval Date: March 04, 2004 Z ~ Page 1 MI Home Products. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through 5 of 5, prepared by RW Building Consultants, inc, dated 10!27/03 with revision " 2", dated 02/10/04, signed and sealed by Wendell Haney, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 03056, dated 11/11/03, signed by Joseph A. Reed, P.E. C. CALCULATIONS 1.. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepared by R.W. Building Consultants, Inc., dated 12/11/03, signed and sealed by Lyndon F. Schmidt, P.E. 2. Revised Anchor Calculations, and structural analysis, prepazed by R.W. Building Consultants, Inc., dated 02!10/04, signed and sealed by Lyndon F. Schmidt, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 09, 2003, signed anal sealed by Lyndon F. Schmidt, P.E. 2. Statement letter of no financial interest with the laboratory that performed the Test Report No. ATI 03056, dated November 08, 2003, signed by Stu White, Design Engineering Manager. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1215.02 Expiration Date: March 04, 2009 Agproval Date: March 04, 2004 E-1 Ml HOME PRODUCTS a 650 WEST MARKET STREET • GRATZ, PA • 17030-0370 SERIES BETTERBILT D185SH/D3185SH ALUMINUM SINGLE HUNG WINDOW GENERAL NOTF4 1. THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE "HYHZ" OF THE FLORIDA BUILDING CODE. 2. WOOD BUCKS MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS i0 STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE THIS SHEfi. 5. INSTALLATION DF THIS SYSTEM IN HYHZ AREA REQUIRES THE USE OF APPROVED SHUTTER/EMERNAL PROTECTION DEVICE COMPLYING WITH HYHZ REQUIREMENTS; INSTALLATION OF THIS SYSTEM OUTSIDE OF HVNZ SHALL MEET THE APPLICABLE CODE REOUREMENTS .FOR WlNDBORNE DEBRIS PROTECTION. 6. THIS PRODUCT MEESS WATER REQUIREMENTS FOR NIGH VELOC171' HURRICANE ZONES. 53.125" MAX. OVERALL ' FRAME WIDTH 49.375` MAX. D.L.R. WIDTH i !~ ~ I a ~ d ~ N ~ J ow 2 3 M W ~ - ~~ / / r I hLL ~N NXO M ~ ~ N ~ 53" x 7~" SINGLE HUNG WI NDOW CIRCLE TOP ORIEL 53.125" MAX. OVERALL FRAME WIDTH 49.375" MAX. D.L.O. WIDTH J~ I /~ ~ 0 o W = 1 ~ ~ „ M X ~ ~ ~ ~ f/ RT w ~ ~ uxi ~u't. O N ~ N ~ d 5.3" x 73" SINGL E HUNG WINOlTN! TABLE OF CONTENTS SHEET DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS & GLAZING DETAIL 4 ANCHORING LOCATIONS 5 COMPONENTS, BILL OF MATERIALS HALF CIRCLE TOP ORIEL 53.125" MAX. 36" MAX. OVERALL OVERALL FRAME WIDTH 33.313" MAX, FRAME WIDTH 1 D.L.O. WIDTH 49.375" MAX. 2 D.L.O: WIDTH 2 J //! O ~ F Q ~ ~J yI Np >(_' MO J / ~ Q o w + x 3 Y/i ~ ~ ~ r { w ~ _ o h'~ x /J, ~~ ~ l /,, J N m r~ ~ ~ ~o = r M ~ o cD ~ 4 p ro Vl ~ M ~ ~ // r7 53" x 73" SiNG ~ HUNG WINDOW 37` x 84" SINGL E HUNG WINDOW 36" MAX. OVERALL 36" MAX. OVERALL FRAME WIDTH ~ ~ 33.313" MAX. FRAME WIDTH 33.313° MAX, D.L.O. WIDTH ~ 1 D.L.O. WIDTH Q ~ r W o~ _ d ,~'.o Y. = 1 ~ p g w 4 3 ur in ~ r' P ~- f U I` Wx T // « %// NxO O QQ ~~~ rJ ~ N QJ ~~0 37" Lc 84" s1NGLE HUNG WINDOW CIRCLE TOP ORIEL DESIGN PRESSURE RATINGS (PSF) GLA55 MAX. SIZE DP POS. DP NEG. 1/8" Temp. OA 53" x 73" +56.7 -69.3 1/8" Temp. OA 37" x 84" +56.7 -69.3 3f 16" Ann. OA 53" x 73" +42.0 -42.0 3/16" Ann. OA 37" x 84" +56.7 -58.0 J, /// / X ~2 ~" ~O ~ o ;~ _i x= 1 ~ n° ~ ~' 4 3 v°~ _ Tf7 ~ ^~ ~ r7 ~~ 'J/I /~ iA 37" x 84" SINGLE HUNG WINDOW HALF CIRCLE TOP ORIEL r uM~Ir OJ' ( .f n(k.. 0 g "~ N Fm PQ ~ W ~ a~ d~! ~° 5 a Z o .. nm aY N>N7 O A ~ °' e ~ Zmo x 3y 0 y m • C e' ' b o~• ~~ 4 U 3 °b z ~~ g~ ~w ~J w~ ~~ N.T.S. er: TJh er: RW Nc xo. S-2422 } OF f/ 1.34" MIN. EMB. 1.19" MIN EMB. a- ° N ~ i• d '° ~ ~ . ' s. o ' N -+ ~ d Qi 9 ~ ('Oil Ul ~ . -1 (~ n A e ~ D m a Q T. O n N N ~ ° .a.. s _ N O SN a . C7 ~ ~ w ~ N N ~ Cn ~ ~ ~ d . ~ ~ .25" MAX. ° SHIM c °o . N a° . X SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGHT zo m -i m m N rn z cnm~]] =1 D • r 1.25" MAX. EMB. 1.25` MIN. EMB. N , ~ a• N ° v ° Z~ ~ ° ~p ' O N fir" 4 ~ c ~ >ImTI Q ZXOW N (r/1~ ° ° _ ~ N C ~ -~ ~ r ~ .25" MAX. ' ~ SHIM c ' °e. a° '~ SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGHT -~ x ~ z rn ~m m NZ N~ -i r ~' x ~ $ PRODUCT; Product Approvvi bvvumente Preppre~{ By: '~' ~ ~ BUIIIING CONSULTPN'f5, INC. ~ ~ ~ ~ .. NON-IMPACT SINGLE HUNG WINDOWS RECTANGLE, ~,~P.o. 'aox :30 Vvlrfro',Z .33693 IN N ~ z ~ C(RCLE TOP & OREiAL PMOns No:: 813.659.9197 g N ~ -i -i v 2 Z 10 0 COR EC P A8 PART OR ASSEMBLY: Flerfdo 9ocre o¢ P.-ia' sionvl Englnesra N ~ _ ~ O Q1 04 CerlNicate. f Au1ho' vtion Ne. 9813 ~"' w NO DATE gy VERTICAL z/~o/o+ REVI IONS CROSS SECTIONS wenseu N. .E.N s+iea 0 2 v . ~ ~ .' n .v b . .PD , :. v° . v SEE GENERAL pX NOTE 2 SHT. 1 o. °o • 9 ,' 1.46" MIN. EMB. .2s" MAx. SHIM ~/" _ 7 HORIZONTAL CROSS 5ECTION 3 .W/2X BUCK 1.25" MIN. EMB. M (? z~ gN ~ J W Q N 0 op , P v .25" MAX. 29 _I SHIM ~.. ~ 1 o. v'. ~.. ' i v v SEE GENERAL 1X .~ 9 NOTE 2 SHT. 1 26 3 °' °o p ' M z~ ~~ ~~ wa twn w 0 r 1~ HORIZONTAL CRO55 SECTION 3 W/1X BUCK .bY: N .625" GLASS 2 ~ ~ BITE ;~, N 1/8" TEMPERED G AS A ING D AIL _ _ 9 GLASS TYPE "B" c~ z~ g~ t, 1 RIZONTAL CROSS SECTION 3 SHOWING SASH CAM MASONRY & BUCK NOT SHOWN NOTES: 1. THE MAIN FRAME HEAP, SIDES AND SILL ARE CONNECTED TOGETHER AT EACH CORNER WITH (2) ITEM #11, A #8 x 3/4" PHILLIPS PAN HEAD SCREW. THE SCREWS RUN FROM THE HEAD DOWN INTO THE SIDES AND FROM THE SILL UP INTO THE SIDES. 2. THE FIXED MEETING RAIL. IS SECURED TO THE SIDES WITH (2) EACH SIDE fTEM #12, A #8 x 1 1/4" PHILLIPS PAN HEAD SCREW, 3. THE SASN CORNERS ARE CONNECTED TOGETHER WITH (2) EACH CORNER ITEM X13, A ~j6 x 3/4" PHILLIPS PAN HEAD SCREW. ~ tAraOie ROAM a ~- w 0 0 ~ ~ N mm h w d n O~ °ez w, . Z na; ~ m o a ~ ~~~'o~ a°nm E _ U N .~ `p 'x~m~ _ p o, _Zm v"- u ~,pozY 9' m~ ~v S z 0 ti~ U N~ yo G7 U 2 ~~ z N~ O 2 N.r.s. ~: TJh ar: RW Nc No.: 5-2422 3 of L^~~" "." GLAZING DETAIL GLASS TYPE "A" "~ 3• (Q) EQUAL SPACES o 3" 3" ~ 3" `~ SEE NOTE 3 `, ``~ ~`` o ~I f1 27 28 ~ ~ ~ ~ tlM \ iv """~ 3" 3" N ~, n a m "~'" 27 28 ~ 27 28 ~ ~ a N ~ 27 28 T SEE ^~ 27 ~ T ~/ ~ T ~ f ~-~- 8 ~ ~ ~. _ ~ 27 /~ 2.9 TIP ] ~ f~ 29 NOTE 1 N 27 /~ 27 a SEE ~ 27 28 27 ~ ~` # ~ a ° °a ~i 29 ~ 'fYP 29 29 NOTE 1 27 29 SEE s ~ ~ m a p ti . T ~~ NOTE 2 ~ ~ 27 29 ~ TIP ~ .a~a > ~_ `o i 1 V . O A ~ Y O o o 'a ~ Z~ m ~.. _ 29 l t N 29 ~ 27 ~ , I /~ ~ g ~ ~ ~ n ~ c li ~- ~ 27 ~- 2g ~ d ~ ~ u ~ o_ 29 a. -~- ~' ~ ~ f 27 ----~ f Q M 27 ~ ~ ` / ~ ~ f 29 ~ ~ M / F z7 "' ' "' ~ 29 "' i+) c ~ 27 ~ is 2 ~ ~ 27 29 1 ~ 1 29 27 29 M ] ML 27 29 27 29 ~ ~ ~ 29 27 29 _~ =W - o I c~a~ :d o ~--~ ~--- 3" 3" --~ h~ ~--~ ~--- 3" 3" --f ~--r ~--~ ~-- a' 3° ---~ ~-~ °~ ---~ ~-- 3" .-~ k--- 3"~ ~~o m z 37" z 84" SINGLE HUNG WINDOW ,~7" x 84" SINGLE HUNG WINDOW 37" x 84" SINGLLE HUNG WINDOW ,5L3." x 73" SINGLE HUNG WINDOW ~$~ s° HALF CIRCLE TOP ORIEL CIRCLE TOP ORIEL ~ i 3 ~ ~ i ~ a o < SEE NOTE 3 ~ 5 ~a TYP SQPCE ~ a a APL 3" N 27 28 J, ~0.~ ~ 27 28 _~ gy=m iv iv 27 28 ~ ~ 1 ~ 27 28 ~~ ~ SEE -7- I NOTE Z 27 ~ ~ f SEE NOTE ~ ~ OLI T S. J o z 29 2 TYP -7- 1. FOR UNITS SMALLER THAN 30"x60° DO NOT iNSTAIL ANCHOR AT _ ~ o a ~~ 27 f 27 f ~ 27 CENTER LOCATION. a ~ ~ ~„ ~ ~ 2. FOR UNITS SMALLER THAN 53"x60" OR SMALLER THAN 30"x66" DO NOT o ~ 29 2g 29 INSTALL ANCHOR AT CENTER LOCATION, v 3. FOR UNITS SMALLER THAN 3$"x86" DO NOT INSTALL ANCHORS AT w EITHER SIDE OF CENTER ANCHOR AT HEAD AND SILL JAMBS. ~ o: 27 ^~ / '~ d- v a ~ 29 ~ ~ ~ ~ ~ 27 ~ ~ ° o ~ n ~'~ 27 29 _~ ~ ~ 27 29 29 ~ N ~ -~- care: ] 0 27 03 } ~ 3" ~~ ~~ 3,. ~ 3"! M wM~M scup: N.T.S. SEE NOTE 3 "'ttt SEE NOTE 3 owc. ar: TJH TYP NP _ (4) EQUAL SPACES ~~ ~ RW (4) EQUAL SPACES aruvaNC r+o.: 53" x 73" SINGLE HUNG WINDOW 53" x 73"SIN ,L HUt~C WINDOW ~~w 5-2422 CIRCLE TOP ORIEL HALF CIRCLE TOP ORIEL ~d~~`~ s~+e¢r 4 of 5