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330 Country Club Ln 2012 New Home k ,It 17E PARKER RESIDENCE It T�� NC ��y9(�!' , N 1 Y' - , W, k� . . , 4 k SYMBOLS 310 COUNTRY CLUB LANE jq s rl+k'lryl i � , 11^a ll � l q l � I NORTH INDICATES DIRECTOR OF NORTHATLANTIC B E A C FLORIDA { 1 ,} DRAWRY N1Mt'�R M T I x B IF S IF ;.I ! 1 '41 l "I �. . SECTION N SHEET NURBER WERE / I ; I 4� �I SECTION IS DRAWN F— _ WIND LOADS m .314 WR? DESIGN PENN MI rEelDtron4uma TAN IFDRAWIPG NJMBER rvPE w 1'. 1 W AlM h N DEtAIL welt WIND Still SNIPnFH 41 1 SNI NLMBER WHERE , I 'P 1 4 I �/ DETAIL IS GROW LOT 9 WIND ceslw nMTNw: a5w T-Im IMPORTANCE PAN I i rj qp { ( If A O 'Ii m O '�i0 LOT 3 .p, < =1 9 ExviceureE cnlK,oRr. e � ELEVATION LETTER i C 9 / - ExFwJRM aasslFlwnAN: E1eLoesD l y6f1 , ELEVATIONS D A-5 B ERE - � �. „ MEAN Mas NEWT 29 FT, kkk �— BHEEi NIAMBER WHERE MA i NS "'ry'WY11 ELEVATION I6 DRAWN FBI 22"LIVE OAK V EaSENINEm FIS v�REEs2 IA9 AXI Pr Es lez n X191 T ° 5° \ AN lFINDLO I1 rd o / F s - P DAaeN�n'-5vs'-mw �" ZONE EFFECTINGWIND SEES(I Ap ¢ OAp(PEFI mPENCE POET moo_ LCW mRNEx 73,1 0 ll \ i , WMlDgl � L ® 20MAGRI I iy - I f0 136 Q30 f WINDOW SISE,f3'-m'xf99 Y Yvy yi DN •� WMML RT£,fDoAl Al ' 22"LIVE OAK 120 Im5 -mb 4 3 20 136 350 N } ' N101fil 31l Al 141 413 GRD �✓1 � I 12RALM '�I, 2 sm u9 .939 11 „ } _ �'. ql' "PALM m0 Ims -ams " I 9 10 I4.9 610 3 20 13bSll J'4 W ISI ` Til ! 1 III ABBREVIATIONS ° o o 'FUF PALM 3 Sm IS 5IE 26"LIVE OAK Fj 0 yit VY AAT. A(A'JSTILK CEILPIG TRE EMl EYJ1N6i MN YIMMM ID m / �P2 LIME OAK • 3 120 I0b -A19 22015 pDd ADJK9IT EM. EXTERIOR ' NIL IWi MCOMPALi R 12 LIVE OAK x . 10 25.9 -251 1 y Al AIRCAOITILNIWWIT Ra fIEEF(i01$ NOR N911INAL �] 1W �yp1 t'" •X1"PALM •-'• x A 20 261 .259 (]y 3 ( µGKN. MIH�INKN1� FlN CLG MIN® CEILEG OLRK FRESH b MINORITIES TOIF E (i`" T✓ • 12 PALM La l 8 4 50 23] 35A tt NW ASKING WINDOW PN RR FINISHED RPoR al OPENWG p 13"LIVE OAK _�. VJ a I�.1 "K I NKK CL0.'C ED. FLOOR DRAM PF PANT Fµ / 1P"LIVE OAK 19"LIV . OAK - 5 IB 25.9 -all r'1 , ` V, `I 4 u ( W. aVMOM EEG Rff E%TMGIIINER LADMEI Pvc P0.TVNYL 04,01 E O _ l IE0 223 2.) µ4 V V YNt 1 ELw, MILDW EES. RAE EMINWINER aeAaET PT, FrExur•TrEnre¢ LOT 4 e2 PLL WILTUP Pv It Y£RFY 6L OWN TILE iN /' 21 LAUREL DAN 5 20 2q MA /�/ � < GAD CACINET FINNI WLvanffO RWN REINFORCEDy • s zm 292 293 .L W ; . OFCARPETGL IX CLASS PlaK WINDOW RE®. REVISEDy /• 31 L1 UBLE LIVE OAK I � CI, LA9t Ip1.K O2B 4TPbPI WALL 50A® R RISER yy 5 100 220 269 4L CEN2EfdME wW HAS NO. R'JLFDRAN qry 13"IPALM U f/ANC. COIR WATER ND VWYE &EB SM BnI1LAR b " K L� ' DESIGN W PATH`FNV G9 LP WINTIF UNE PW I DOORi M THE WALL FRAMING I - I r t CILL LLLD WATER NDN2 1KRIZGMN YI! SHEET L =` 29" UBL V A rL' MEET TNSCR1fTM@R Np CLIPDIWG DEB�WINDD PRE9NYE9R AND NIALIL rr� Q S ITS RE9FgI51BILltt CF TIE LLWOW / I"1 UNT CLHCIEIE NdOF(WIT NW VbNWTFR SI SLOFE w V 11 0't. COSMIC TILE 1Gi !¢IGHT Sll BRCdE AND 110,41001W / 16 LV OA / • 0 ELI EO K CONTENT / K � S PONT, CONTINUOUS ID WIDE DINEGR 4f£G BPELPIUTICNB • 2 LIVE OA CJ. L icm. JOINT WLL. WJLATIM ST. STEEL _ � � LFtt OJBCTEEi FERMMNE JAN. JANITOR SB KNTNEM TELLOWRW ,� _ _._ -. — � l IMrd DH. POELEHND p1,DW JT. JAM T.P.V, THINK - ON, POINUE^HU LAM. LMINATE (D) TV, U.1% INDEX GROW"E _ I� m PIT DOWN LAV. LAVATORY TDW TW OF WALL INDEX O� DRAWINGS: ( - DP. DESIGN PRESSURES Fulln `AKI OPENING TWi TYPICAL D3G. DIVISIONSITAR. nATERAL FEET VERTICAL T-I TITLE SHEET, 51TE PLAN, DATA OK yY EA EAMAK HWMV1 Ill I COMFOSITION TLE %� - T-2 EXISTING 9TE PLAIN ELEL ¢ECTR:L PROWL MCCHANICAL wa WALK-INCL09ET / EIDG ELFLTl AFTER( ER nR. MET& CRISIS YAIER FENONST ONTINS IWALLENNN t/L1, T EWA ELECTRIC WATER IEATEE MP. METAL PNffL WWN ISSUES WIPE PfrW A-I FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN 1 EL. ELEv4Tla1 � NWN44ASETPowl (ND PJ X� -. — A-3 EXTERIOR ELEVATIONS 0.4 A-4 EXTERIOR ELEVATIONS {xL EL OAK A-5 WALL SECTIONS 9 ' J 10 Ab WALL SECTIONS _ fff _ C A-1 WALL SECTIONS IF II _ A-B WALL 6ECTIpJ6 A-10 WALL SECTIONS I4 N 17 A-9 WALL SECTIONS EL OAK A-12 ROOF FLANA-11 WALL , INSTALLATION DETAILS I � 1 M � NN o y 5-1 NOTES SCHEDULE5 r J I ILa+ 10"PALM _ _ _ — L40T 7 5-2 EOINDATION PLAN � � a •• 12"PkLM 5-3 SECOND FLOOR / LOW ROOF FRAMING PLAN 1 N� T, 1. •12 'PALM 5-4 HIGH ROOF FRAMING PLAN / DECK STAIR EDGE PR.AiING PLAN I 4V �Itl„ r ( r • 38 WE OAK 5-5 DETAILS i )' 1 ----------------------- _ ___• __— _ ----- —__ 5-S DETAILS L p LOT 5 30' BUILDING RESTRICTION LINE 2 C' 46 LIVE OAK E-1 ELECTRICAL PLANS >: U 1 Do •10"PALM E-0 ELECTRICAL RAI, LEGEND ,r" HETI � I h, ♦ • 2 ALM z E o n"PAL n E f; ` "� { a • IMFERVIOJS SURFACE CALCULATIONS: j �) If a t NLT RACE or FILTER CLOTHy 10'FALM AREA: Z � CC YEAR,FOLYPILEER LR APFISOND o ao, I I I I FVF DIN WPAP 5TMES • ITAX Rl OL old LOT 22195 0f. JrI�1�y E 1 I • I ROY f7 Tn NAJ.9E AN 44RAGE 5.IP0 &'. u '1111 I DEME I PDIM'D LOttR£1!E I Ill DR AFNE Wl LK Ii955P Q { ' +� E 1 Pte" 159.00' BY PLAT Yaxm (NO rel = V BA"XFIUL MECE AFTER PLALW EARN %PE (NO OM) YCAV/NENi W J `ttl_ LJ MCWVMINT POJL pEIX 696 4. 0 (158.135' FIELD) T EOIIPENTENDS 21sT. y (16TH STREET BY PLAT) 60' RIGHT-OF-WAY TATAL NFEFF SURFACE AREA 1986 AN � I 1 1 q h I ♦ IiYiRVIO6 94bF NI7' � Y 1 DATEOF ?l1� (AVAILAELE sax wnxE De,Etomtur it Irq i r 1 3I Ex1STW MPERVIWS • ACE /$A 5282 IT MSIR 1 DO LANE N PRMWED PIPERYOJS SDSKE/HA 2FV45F 41 �,I STAKED TURBIDITY BARRIER > COUNTRY CLUB }} DRAWN BY'. I.Mll FINDS AT ENTIRE PERIMETER a SITE A55NwN. m BUILDING CODE SUMMERY _ SNFFTNO. , 4 I 2.R]GE MAY ISE FEMVl AT IIgK ANSI PNRW W:x2C I. FILE COPY - I ' , , 1 REFUND,Wf 8W.L BE REFLALED AT ME ED OF WON NEW SITE PLAN _ '' ° ' o FERaD APPLICABLE CODES: `. T_ 1 r . I ` sceLE: 1n5•.r-m REVIEWEDFORCODE COMPLIANCE omJl / p�{ / , FLORIDA RESIDENTIAL LODE 2010 EDITION c N M CTiTOrsFTI.ANTIp BEACH F m7 I ReOumFl.ffivrsnNO 0111 '1d RBV♦$WHIIHY: : T, 6' I( T 1 r � I r 1 A" REVISIONS I P AmE (NO it T I � I I I I LOT 9 §,1 LOT 3 c IT �- 1 �It- A, 22"LIVE OAK L114 �� • RNNr sl i I � � 20"w,ACNouA I _ 4 Eaaro 3/K lRp: U 22ALIVE OAK �P 12 PALM { i 1f� !I I I � oy� I - v 13"PALM (� 8"PALM 1 i 1' I '= v ♦ 221LIVE OAK •26"LIVE OAK _ • 012"LIVE OAK H. �, 11 PALM • LOT 8 17"LIVE OAK E OAK • 120PALM LOT 4 QOM L 19"LIVE OAK I LAUREL LAUREL OA I .ham '� • • r� W f 1 1 h�O / . 31'bOUBLE LIVE OAK � Gq 13-PALM- A III L �� 5� / Nc ��\ 15"LIVE OAK O • 18"LIIVE OAK 29"DOUBLE LIVE OAK L Q • 23"LIVE OAK I W > 1 } .J4 f M 4-2 M �y A� QIT :=1 �LIZ suc AWE r l AWE (NO CAP) ONESTORY I 11 ' 10 LAUREL OAK RwmENT.E. Ov. 1 , ALUM O. 330 4 t y{ [ - L UM FENCE_ n rzI c DMI 11y� 3, : I P17 LAURELOAKs R c0�EW a sRl I AIC _ 19z 1A/ BRINE wA UAI WALL 6 � t O vmsve ]NCas ocNCRcs '. S I ff ( NASOMRY 10 PALM d LIT weu 0012PALM LOT 7 fp- 12'PALM Y _It i t; • 38LIVEOAK e • 30 BUILDING RESTRICTION LINE a, F R� I14 f LOT 5 'As , I� � � 1i1� 0 L . 46"LIVE OAK U 11 1 •10"PALM r II p7 .". ♦ • 4 y 8 11 PALM 12"PALM IF I ;6pp�I �� I� iiss� 4.111 I "4 n 10 PALM d �' �' F F § ' I o z N a § t 159.00' BY PLAT uanut[xr (NO 0) x E ] (en oto) ua Eaton caroxrr 1 L -�. . . C Fquro CONCRETE �r p' y NJM "E✓11 C.WO.l YpM/MEHT (HO 0) l 1 f i 0 (158.86' FIELD) y (16L1 STREET BY PLAT) 60 RIGHT-OF-WAY p < g 91 MPERVIOUS SURFACE CALCULATIONS: TSSIb I 6 1 A COUNTRY CLUB LANE AMN F y AI E%ISTIIY: ORAWNBY' + ` 1 - LOT R.TY SF. ABp . { Ae ]515 BF I � Ei f cw,:rz<re,(CRIME PAn� >; PCU ]btl IF I> { EOII%'ENi PAnS 3S IF . $HF.ET\'O. EXISTING SITE PLAN TOPAIR IAL IHPERYIOY AE£A 51R 9F. 6xSlFAwE : VI6,1•_p• T-2 _ 1� Y 11 1 q x IrFtxrlcue ]3]x j p ( Ibtl ll �7f r � � f it III if If I} I Ik4 { {r�.l f I •CIF �� Atit I r� d ¢ p F Y - RxE L6E AeC� A-5 REVISIONS i rljl�6. , POOL i" I rf ppf tU{If: a • 1 ro3uf - lrl � ! � I1 o I ^ cElLlr- - -e-- - _ — Q It lI + ��dldld3561,1: iI GUEST ROOM IB ptjg1 V'-0lMATE WT g7IA j i 4 tri •Y L"V� Z . Po 3-1. l'. 9'- �. E_7 6.0. A 5 lY' I'-3' &'�0' I' fat - y5' n ¢HI *EH :1. li 8" ,PCP ♦'-SV' 3'-m 3_w C'-55' �I } if I + Ifs 7 } }� ry f, ♦ 0 5' DOVE, A-6 diL F f i Tt� FR3mE0 Ir C ]abs 5 _ _ _ _ _ _ _ _ _ _ _ _ _ ¢y R03 LME OH9c RJ3 LINE DVE 1I I , Df rE I p l .A a _ a 4p ,[ iiE I qg TaR:LCEt0 wu 3056D P556D.N. 3056 X fI I$IfFI � tF �� Ea' — GUEST BATH m • I li ° I � If I IIII vi l �jI I" j.. X • fsp >" • � �CEILING EIRI move — — D, HH f It x� O, �,r a3 a L11 {� • seem Px. ® ' _ -If ______ __ _________ 3 r' i }� A-6 LLWLL f V - T 51G3ER L _ JI Ali � d SII dli it ffi sn»Wr �+ER uwreR 1 II Of { � of ceWh A+'D DA6 rGA Im- " m - SIJ r I ' i _ k ° LAA { Z t A IIyyI � IIIIT'{i Y it li �t � I N r'1 II 71' FI r x • 1 CIN OWNETExmED /a� I. WLH OWNER SELECTED yg RDLRFIwEH^ce RCP® I R. k Fy tfi �} R 5 . 3'-0' 3' W' L21rB9Grffi iO NRYT DAiP 5'-BY 5' ." IN®A® SII * E � � € v z a MASTER BEDROOM °p, L.I NE FTR V_I DATE OF 1 I ♦ ANDVETDKR FINA DOOR ING �q � ]� I _ li I DINING I of Srmc xlDlXs I I D AND DErAIu �I m IIm� WT51 _ _ VI �I 10'-015" RAtE HGt T-W' U A6 ° NR g ~ 3 SHEAR I � �ti11 .I. r-- — � rms LwF <EDve _ 8-3. _ _ ---_ _ _ _--_ _ _• _ � • iI _ --_ _ __ _ _ —_ . • W ce Fr• s If I I' VERITY Krta31FR DEbkar s'.a' SNEGAR t jri . . . g Ecc wow ® - n Am GrtrEX _._. . . 4 W QF 'k 1 f JYI � OVER PA wliM DurEw'; Il k " • oe9YJ1ER a 1 z 1 '' FM.Pi.SM v FOOT OLDER � g : a MASTER BATH ° 1 y I.TGHE�N It I �Ih FiF i ]'.DY WWhM,UENVT -LME OF(UN� FAL9E GEMS µ�� _ ffi - 1' f A6'NE FADE BLN[IWi Q� T.. MOST m P kf 3m50 DX. ♦ O Ar GAO AT FLmyR nafssEs TAl1E64 WX. r I 0 u A3 _ uP I�� , eek• all-113 1 If 0 FAL A"'ABGVE x 1 I _ EWE W SAT R II IY n -Im leACe D t oER EL. 5 4' �@ $ }I� { `h , A-0.. W TAI / a STORAGE n-m^ I >' E'.Im• a-r I I Fir I 6-4- 11 E m 1 • Xe. APT a IF ' 11 Ir-w r-w -5a rz�z• I'-Po 5'.5' t if to ,I `* b - b REF n j • - __— _--_--_ y Y fill FL. .d• _ .IEA cE LLW.L B5 Po OMELDa ENTRY a !E • n NCH ® aWER �. ` 1 wµy SHEAR BXEAR ER vERE*9ZE uv F « � D ATH a ANI T Y g WAS� I 5 5 If . I �� m ie 1 ° - 6 Y' �� - N CLOSET lY STAIR 11 — W'- " PLATE No m I i1 Of _ - • ELEVA m D GEM m /� 19-m CEILING VGr S � m • _ • _ Foa W LAUNDRY/ ° _, ° STAIR - t I i BC0 ' D MUD ROOM - -_ — r . Im • ' _ P IT V t � i N. G'-mk' MATE IGT. - 3 �4 o ?�11f1 If k m ¢ �I ypI FLwRDRAw m A-5 Aye Fy ® - 30b DX C INAre DRfi Z If Jill F _ _ _ H WI OLEIN LECIED Q yymt {�.. FAC �� M XB RZ R FMI - [V ¢ mt .TS ♦,. ° DRYER II .. II uS, r._9. y R h A • r - WALL LME AET'E M PORG1u 3 s a a r h • s m ub o D i • — i • • • • • • — A.T 1 z 3 ¢ 3019 DN 3 U h I . A.5 _ ___- m ¢ fl I t � 1 i q YAI r yI I • 9L _ _. RXPLINE ABGc _ _ _ _ _ _ If } {If { I .« J r • Emem o>L Emem o>L Emem ox , It . & m 39]a AL1 36rz9 euM. • •• A - It , DIS LD F ' � 41IL1 _ _ _ _ _ _ _ _ _ _ - _ _.. _ _ _ _ _ _ J T _ .. . _. _ RX LOE AkbK 4-23- 'Sy If IIN _ AE VD. v - - - - -_ 1 i _ _ _ _ _ _ _ _ DRAWN BY. p 1� {iI Lh '4 1 ! r- 1 Iv-1w m' n' '. r w �EL. -0ID A_6 } p19� � i�FI �I F. l'. '0 V' 10'_6' l'. 0• l•.Y "B' II' -10Y 1•.0x yd• �I $ , 4 I 36•-0• 9'.0' 15'-0• P'-9 6'-Ol SHEET NO, 1 1l PARR _ � x ylr r FIRST FLOOR -7mLtN A- 1 kq M1: A-I A-8 9CKF: V1".I'0• ArC AREA ,r 1021 •tt ;; r 1 v J �4J V( , Y, x +X. OF REVISIONS 4 ryLill u1 :r (' I � 1 " 4 f1 r „ g iii ' Lill ! R jt a S: ,r ` e' ! f 1 h 2' Ist T I z Ab yy f � 6 W30 0- P 5 1 13'-3' 12 u'-1111 iY �t' 1 II1 a,_ 1 1111 E'-0r an#• a-aN D'-911 {'-9%' I'-A' IIIII II JQ1 III: ifA %51D 36AD 365/ D 3651p %5. yrXD rT1 W I i11 � I� I I, iL 1 r '�Il�gp�gt1 Y y 1 C� 1 I Y 1 BEDROOM Na. 1 BEDROOM Na3 9EDROOM No. 1 W >' A m � C4 4r. ) S r. 11 - - _ .. ' i�ii'y X11 I . 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Lw RaL . 6r ne I,_ I� \ F6/ 5 95 3 I ILL nc ecce Tj HALL ELI 14' 3 / k #I 0 r �I j orf :I _ eouD IL BI n-1 - ATTIC AG _ OOM No. 4 �° �� III 3'3' fifiN, --- ; vwu11EDE _p I ;� 5TORAGE - - All + # II rdEerExr qqccP�� E m li _ _ — (FUTURE MEDIA ROOM) • o #1RruwD itioA Al I' � Er sE WMDaY • _ — D RAIL 1T } Aramue ,e.c+ rwaEEs STAIR a N r III `v �1;7 I i y� t IJ - M v y IR An 4 9i ' g I • r n A.5 g _ -- ------ --- - _ . --- �/ // ms Dre. a D •I v � I � r/ � � � W f 1 ---- ______ cesvEuf II{ �1 � [ � SIC I � �• - - - Lm eELow - — ________ _LM OF iwu aELw_ --_ _ __ _ - --__ t 1(tLS` I If j1 - - __ , Dnre OF 4-33-2 ! r - _ - 13 -3 II -5 urenwR BY: �1 Ily f 13'-I@1" 15' 0 HGP 39'-1 f Y I III wIY M -0' 53'-Ul' CIS 171SH5LPry . 1 � PIR'.ER , @OCEGONP FLOOR PLAN A-2 A-II I I I a ` II kms . y I u �� F� 1p� I ' 35' HEIGHi LINE Illi I ` 11 h Sew Fv.�o ` 1 v _iRi%BFGfEIY _ 6 � � A - E(+,HSE __. .. El � f _. 3659 DH 9863 DH. 36W DN. %52 DH 9e53 DH. %5P DN. tl - ❑ -_.-_ — IL I �a � - ._ 6 �� FR 39300 ❑ � I i � til � � � . . IWLR HEOD I-_ -_. _ � C - _ �❑�-- _ __ _. .. .. _ _ _ _ — _ _ _ II ° I j ° ❑ ❑ ❑_ z jj - ERE¢]Y4T W yw q F4 N' Pl -9' 4P BLID Q c I' IfIT 11 em x A P07li WINE;_ w E W ( I �'3LI SOUTH REAR ELEVATION f; ------- 4E�1/6- ---- z --------------------------- -------------- i I - � yy YYY � • a I I 0.9RIALL SNMIiES 1 I y DWR IWINDOW rr_ HEAD 4( . I' 9 '{ C a . ❑ ❑ \� e ® ® ® 3be{DH - _ 5/IK CQBIWOF'1m.TP. 3654 DH. t we 999mc _ _ 3^ esDVIF£ cEnFB RBER � m Z 3854 DH 3656 � �V� 49RlLLi BHAYaLEb sEca+D FLxR uLalE � 6 _.. 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OL 1IONWO Room TRWIRB CNV. _ _ DIA R'11A' T CCl _ FLRM nE QI q ao y One Y M 1 �1f SPR'SCN LIIBIb ur 41DE EMR44-Ima NINE TO � I fi' TU Db I �d � �I p j IN IN T Y p � L P , � ' :4 pI I � CORIDINAreSLABIXMPWIN R 3j p` _ — — -- — — — — — — — — — — OWNER SELECIED M1OOR FINISENG rRsi MOOR p g _* HONE — 6 F 111 4 s t VI MMMMMM i FPLR If V{ f> • � 1 , DATE OF E 13 4�Iy 1 4-sue 1 2 j 1 4-23-12 DRAWNBY'. ILIIIII1 116 8-5 g-5 ws 11 °I TION BUILDINGSECTION - NPARKER d BUILDING SEG Il I P p 13 a1-9 sca.E: m'.r.m' PARKER A-9 �DB I¢I, IY 0, ° 1 1 �. Nil e 111 11, �' I , r IF h , RM. REVISIONS �I�i I Q F � 1 4lryY 4 tl fl f I{ l 1 fY g5 I 1 IJi I1 A p , I I t IgR � �;,! 1 , I �II IT� I�IVVu � It P &T4 I ' Aa+ a� if- If prI ' , ; rrl c �eai r ,«,� r� as til If �I IF � � ��.IF � IF iIF 1 91�'I^�c fir, a 12 zu . l7 6 � If ATTIC SPACEIF vNe,en spxx. ao A,el v ¢ q •f "j • a . PLYWXD R � DECKAT I, 1 5 eonxry , ew�r. W I t� IIA ay SIP , $" RT4@JD DECK II 8 Iy KuIFty F—fIl I 7pp � 1 I , iif c lu } °j 1 _ \ SIF P ,k III i�q i. I � ! � V a� ! r . I � 1m - I STAT i STORAGE SHOWER R U 21nI, y1 � � x � ti IF 01 , 10'9"`IP J2 5 j 1 � F JQC t4 + e .IdT O H z Y FM,RCOR� HOSE �� I� Pls Vi I' DEIXbJNA0 A95ELEG1m BT _ S ^ Q s _ _ _ _ _ LVfRR CMG2TP9 CQ'ILACT PS.]x6 FlN FLQYt 6�KaE F �II. I .I _ I 1 Y iRN111G AT MA% 16' DG I9 DATBOF 4-23-12 If IF r�Y� ;l, 110 6-5 wv 1 T 1 5-5 .�n ' ' d , I 'll' " ' sxF.E»o. f 11z BUILDING SECTION PAS rp Cdj I 11 r I a I� A�--IO xas. N•=I-O - -, _ � " ,f IF I � eemn I IF aI �, , d . � � I III I � { 1_ R2V13IONS 'y '4I1111 ASPHALT 5WN13 9 ON M'FELT 01 S" 1; 12 W`1 STRWCTURA- WEATAt'M t l B 6 / DECORS,NAI W M RM SHANK MILE 06" OL AT PANEL EDGER } t 4 NTEWMEDIATE ANZI 4' OC, IXESTRIP ]Ai CRFL•@D iI AND ti PPPPF I - V L(MT.rETU ORIF w ptL} w D"TI, D/ ?xM PAS IA ft MIMI L A S W \[ /16'CEf1B1T FIBER SD-£li IF{ IP �5/Ln< TRIP 7 CQE,4N4'F-AILM ¢ SII I —cart{Ns'FLASu%a Ns eli I � :IIr �II ' r 11 h , III t B•-0' I . 1 +' w { I Y'i1O ADVAVIE% RYWJLO CE(% GLUED AND NNLED TO iRPHRG. { II I I II w a pORMER SECTION 5L t A-1 $GALE: u{•n'-m' U L m. Z @ 7 wWQ 1 I zea ' I V - ® a j 1 ... BDYJ®R%A'I TRtlSEB � ya yW r ` - 6 �� ' i LCNi.RPSHRG L I 1 0 F„ LR CTURALL SPATWINGEDEI FELT a1 A Q .Z ICN AL &$AIHIIG TEGe W+ NPILED N Btl € � I � K N41lB . 6' OL.Pi PA^£L EDf£B Nb Q SEANDNSE amp /' 13Ai fI:NiPD,ENi AND w a �d a tt / 9'-0• � Ya EDC£ STRIP•3 m � ' ATTIIC FACE II / ATTIC f'QCE vMISHED SPo,rNo A:O) IPHISHED 9P E (1p AG) Y" FLTmOOO: FLOOR DECK ATNEIK DRIP DI P.i. 14 DI FIN.INS , 10'-0u JK TREE . 2{LGR DECK Pi EMLS R'V"A F6KIA CN }e{bJB FMCIP,iTPICµGIiiER IRl%E$ DlT 3'_IR' a f ,p• µYWXJD DECK 4'-SY i i i III 5A6° CEI'ENT FIBER q'.FiI1 m iO 12U515.B] Tb TOP 1 j la- "%' 1TF£G9B PLATE,TP ... . _ - 0 14 SAiTOH . b" 06.CN SMOOTH Y yyy A-i `PdANE[L W a}>6 FhR�AFnMwPANEL eba"ewenp N!-moTGURAirI (lfM14 )SAIR P if IT If k I if 1. ` 1 III 1 '1 11 Q r J G � 1 g GARAGE IS z OYERHal DOOR AS o W J a SELECTED BY OWNER E' y p @II s a t LNER. M �D CLWT�BY {•Pi 2� — — — — — — — — TCDCHtare�ne a�FLJ�R ANT v� _ _ FIRST FLbDz . �usE � a FR/VI AL A% b 4 BARBER ON E6% MODRIED PRLCTCR ' 1 CDfrAGTED FILL w/lEId9iE 1REA1ryE1L E%PANSIDI IOM MATERIAL CWT, DAIS DP C P DRwwr _ LTE Ix k11) .11 �I �V f DRAWNer: (' i i� i i HGP el it . 111 v Z r\ 3 e SHEET NO, s k, s FALL SECTION a WALL SECTION WALL SECTION — eP- 1R A-II scALE: Im.r-a A-II SCALE: w'�:r-m' A-II KALE: w'n-m' L ,' 1 � 1 l mMIB 11 I t f `'. 1 , •II y�J 1 q 11 I � G4�I �ga I 1. I I I�WP �� l 1 tl �� I • , 1 1 � I � �I I fi � � REV[BIONB y A 4p Alikr i t qef p 4 I' p i r INI1 � ' lt5 A I !I All I ' y � i RA IA I R A� 14 f,l I LLI IT All rrti, • It' SiRYChill SAL F0.D LSE l Sanas enwrctt COLA I A r�SAl M, LREA El 61011,11 VV LAP IFI r I At 1L- ' V 1 f 1�Ig DAT LINE,m'. pLrgLs-�4 A 1 yy� I WASTE AVl1Rn R49NING IAL 1 f6 �i Akf. —EDGE OFSOUGHT IX9lING 7 VIIfA � d ( iCID Amh•Glb I--1 , Irl 4 5/4- x lih' HARD I WM III I I P{ c 1 aT cwlMar DD ACT SEH 1 1 WEATHER O 1 5ARFIER MENLLAiIW 1 � L ALIR1NVI flasxwG wNDGI ----------------- IIIG "Hilll TREE 11JILL ,rl, _ HEAD y� W I It f ! v.•.eh• HA®I Fran z U ,I 1 A11 0 I � : I U wmoow - � W m 6' t { 1 u Ar , ti- 1 . m Y - - InnFD'JB lore waLE Uu ° P E CAIuxING I M1 !y Ii1 �i�� i4r � - RiT1 M• HOrAIidH w SEALANT I 1 It µ M&® ELEVAtILN --------------------------------- PI + 1 ' I WINDOW INSTALLATION h• ��I Rm - E - % a PROCEDURE BT e R EarHI� % All ," 11 AllTilEARE, THE _ _ AND _ BARREK CI T N THE IIY FRJH EACHBwfLR182FR CF ptIIrG Ai M ®I R•WC BIDIIG u/ I'S' LAP 1 It 41L 4 S Til j1 A i I f RAS&M TO JH-CLJ THE RN� OECdD AVD ITER O/JdtIE�R rimer �A�� - ;y III � l _ __ _ __ dtt CRIIXEi CPoCIQ_i 1 f 3MLLEATIER*.SIBiIYE pNRIER MME A 6' Dli _ ___ _------------ Q II DA p p t LAPPED DYER TE AN AT THE HEAD OF TNG WOODSFT� 4AELE J - � 1 11� � IB I �'ili Fly WRJCORNE ,HARE EMT DINP AT CENTER TO f l i.' 1 kl NI r , TLP wi. A d VP r tf�YI IIII I �l PI aFOLDWCAT4M EP AT 1Eb AN0 NA R I :SM SAIFWL9u iW'oEKKI1Ya N�A�ISD�u✓EE ,Y 11 .1 •h I' nff Qfl1N¢ AT JNO AVD dLL.Bi40.E AT J411C! WlNppll � IAT , W _ AD SILL.TAF£ W AL READ ERIERIDR SHEA N MD e CD. Ai PAVEL EDGE6 AVp RIIJ DEIX �' F { 5. SI AdEAERICATiO "TIC BILL RA&,ING 4� GLODDIN'� EWE 51PoP ND PELPY 1 { I AS REb1IFED 8T PRM'JCi MANFLLTI/ER CALERAIG PLASTIC 51U PMI ___ d , •3 i LOT i a (B'JREBILL 5T ENDFN'FOGCT)Ltt1 OR EO14A — L All 3 r ar r l 6P5iaLL elu wlns as r�auE€D Er MESA I. WIN Nwan N aoa+G ARE) 04",Al AAD — SEUImi 1 r gSEALeNi R ` Fill lh" RWAI TRI GAME 0 +11 bl EMMNASREmI by ul wuracnrER �--------- 11 a FACED D" All 11401 AT HEAD.TRI AT h• endILTRAL 51EAlHING _ 1 HEAD cF WMDOW ''�' PY1B _ uEATER EA,�ER ca+L WALL LFE � --------------------------- ,A Li All AT JAIGAS AAD ,' r: 1 I TEDATE AiNl HARDI PLA`Ki1RM Ai $ILL,JARS AAND Ill.HND RANK SIDIIG wl IW" LOP �� ------------------------------ IT - HALL AM 4 RT'F LI----------------- A E SCF LITE _ ® LFE LAHIGH SINALNE N GED ES. THERE) �EIt I ' �I • I f I I. NATIL STEDGE LVIMIM RA5NW 4i HEAD E%TEND k' LME _ __ .. . Dare DE ' ' V LII In I t PAST Eer� oFJNe iRmR Ii ! r ¢.All HEAD RAWKr iM£FOLp DQW A Tr P i�! HASHES TAPE.ER MID SEAL WIH DIAGONAL OR4WN STY: �P� I �� °JILL R � �. A5 1 ROOF PLAN = - SHEETNO. App77� WINDOW INSTALLATION - NARDI PLANt. PAGER A-10 NICE: s.r-m' eCALE: ro'.r-m• Allot 41f f 4 k .R I r4 r R I [[y u I pfllot Yir - t1 STRUCTURAL NOTES: REVISIONS f{JlA , ,� 3Sl rr FASTENNG SCHEDULE �PXWCEP PROP FEC Not SE 01L>RE .AELE FOR APDnIG14L fEdlIpE1,ETO NN EQUYALENi6, 1. It 's the Intent of the Professional of Remold that this work be performed in conformance with the requirements of the MASfONRV'. of l Y q) ' II LOCATION somands, LLCATIW authontes having jurisdiction this type of Construction and Occupancy at the location 1141 ��> 11 1 1- (AM masonry has been designed n accordance with ACI 530-05 Building Code Requirements for Masonry StmIXulrss' ` I I %r�1 JOIBi TO SILL LRGIPoER 3-ed }OENAIL 2 The COnf2ctOr shall by responsible for the means methods of construction and shall work "n conformance with all Antl shell be cotangent in accordance with ACI 530.102, 'Specfcatons for Masonry Structures'. i 'f q 11' 511GM io Met 'I-8d TOB EACH ENO applicable codes and rBgalaton . iNil t lr ( 11 ` f +,ALE PLATE tO Al OR aLOCI4Wi 4d � 4. OL 2_ (Srout shall conform lO ASTM C476 with a minimum 28 de strength 012000 5 I ��qr � � mICAL FACE NAL 3. All detels and sections Shown on these drawings are intended t be Wiest and shall be construed to apply to similar Sri to de a slum between to 11 Ywmpreae compressive psi car ASTMC1019. Grlrout shall Fe((pplll { i t I It TOP RAZE TO 5th I-'id LQYIJI END NAIL situations elsewhere onL the work except where atlOwn o[M1e se. prw P STAR TO 501E RATE 4-Ad tlxlcN iopAll 3. hllorlar shall conform to ASTM C270 and be type M or S yI !fi+ AA ! F{I1l t 310E CRINks ENP NAIL 4. All design leach shall has per Flonda Building Code W edition with 2009 supplements y !N t�4 �r� rJ DOLPLE 5➢ID5 BL • MIN OL fact NAIL Live Loed Fld0 go 4. Concedes Masonry Units shall be ASTM C90-75, Hollow Load Bearing Concrete Masonry Units Type 1, Grade N-1; normal OOYYE TOP RATE bWlb'OF TTPICAL Poll NALLive Lead, Roof- AS Pat l 4 Floor W+e ght wit a minimum compress ve strength of 1900 ps (Pm 16nO ps) Live yy jT DOIBLE TLP PLATE a-Bd cRINa1 LAP SPLICE Dead Lead, Floor 15 kru-40 Omf All f reinforcing steel in masonry shall be lap spliced with the following minimum lengths' Deed Load Floor 15 psf unless e[herw se ndatl 5 Ed 9 i BLOOKING BEREEN M)IBTS OR FNTER3 to TLP RATE 3-ed v1d1Rl irRNAIL Dead Load Roof - 15 psf unless otherwise noted p4 b 20 min . ✓I InkV '%t RRI k%Bi i0low RATE 5d a It.OG TOENAIL Dead Load, Roof - 15 pi unless observed noted p5 b 25 min. t( r (� rlt LI mail RATE, LAro AND INTEPoECr 2-15d CM1ON FACE NAIL Dead Lead Star 410 Psi p6 bars 30- min 1 I I J r, CRrtM HEADER Tub PIECES INS CRnON IB" OL A.uG EWE Dead Load Attic 20 Pat wllimited storage N] b 40 min. tr"'p Deflecton Citeia; -' rlr 'µAµrgy ORIRMUOJO HEADER TO BM A-m taT1O1 toEN41L Axis; onid lead) U240 6. Gone all cell contaning vett'cal renforcement in 5-0- maximum lifts. Provide Lleanouts per ACI 530.1-02 in the boKOm 4M1� CEILAG " iB OVER PAR11T1ON 3-cod CQTKN FtM.TAp�E L'4MI0A1 FACE NAIL All of masonry when wall height exceeds 50 . p31j. Floors, LvO load t/4S0 tI S j 1 vi CEILAG "On TO PAPA M RAFTERS 3-4] GRINCH MR TABLE 230010A1 FACE NAIL Tat61 Sad U240 ]. B3eam ohnforoement shall be continuous scrum control is 'AAtJµ T j1 IFSF+yI Rtf1ER5 To PL41E 3-M CRIYJI TO@f41 ROors', Live load LU18 ! 1. r fi WILT OF OoraffRSti Wuxn� 74. 00 TOLlllud LI180 Ion _ d ra BULTOP GIRDERS NO BENE ]Oct CR?CR a 3T OL. FKE NAIL a iW MIP m1mi I STAWEREP W p XTE 810EB ggeo preparing tying that lM1e site WOOJD. aY Y'1 '�✓A CR.L4R Tie TO RMER 3-I¢a GRINCH FAZE Nall 5. The Contractor shall low responsible for obttann technrdl tormented for fine site and ved is capable of providing arm 2000 psi sol teeing. t. All wood framing has been designed in accordance with National Design Specltications (NDS)for Wood Construc0lon Y X 1y !.1kr At R/FTER TO WP 3-101 CR1CN Ticall 2001 Edition. 0,��pp4g y t IVS RMER TO f. RIl Bri 2bd CANTON TOENAIL 6. If footing elevations sho4vn occur in tlsturbed unstable or unsuitable soil, the Architect shall be notified prior to continuing MlC1 ,'r el iO MIST EAND 3-6d UlHR1 FACE NAIL IM1e wOlk. 2. All wood members in contact with mawnry concrete01 or exposed to weather shall be treated with an appropriable gr IIII { LEWER BIRIP 3-15d F/Q NAIL rerosas ervatve suitable to the exPure conditsons ,{ CRMR1 4 ]. Step footings below all gati Lary and water nes. Ip'„YO6T101Lll to PAAEIA 3. When ACOtreatment 's used on any wood b IInailing shall be hot dipped galvanized meeting ASTM A15331 . { _) �' - bBLCCR FSX.P AND WALL SHEATww TO FRN'I41G CONCRETE. Class C or ASTM Bfi95 Class 50. When boots treated Is used, galvanizing shall not be reguiretl jV fr MAI1-5 WACED •O' OL AT EL 5 r-ORLFEB etl V OL EW£B ANO INTERIEDIAIE } :1, ay 0'Oct,• MTER'EPIAM &IFPPmS lyl TO P✓3z' m RMG Sung[(sealyu P OC AT CRpRf3d AND O-AWRYa EWE VAP 1. Concrete has been deskinsed 'in accordance with ACI 318-02 'Building Code Requirements for Structural Concrete and 4. fLrefabrcated wood trusses shall comply with Neutral Design Specifications NDS) for Wood Construdon', 2001 edition E%cEPT O' 4 &WPCRIS UNEP£ I9,SEE AOJRE Ithill WANS ARE 4BOR FCY£) IS'Nr t0ID/' MAccordance shall be constructed with AC 301 Specfcafons far Structural Concrete Pintl I Call Spectliwtons for Metal Plate Connected Wood Trusses (ANSI fPI 1 02). i t BINgLE ROOK dra ed` 2. All concrete shall have fire following gmum compressive at 26 days in acordance with 5. AllEngineertrusses shall be designed by the manufadu ( registered . W NOTE: RYs 81FgTUF1G NAILItG TO BE with ed ISIFG ASTM C 172 031 and 639'. F r SHA¢Na1LS Footings, slabs etl tl concrete fc 3000 6 . j4 gs ® psi TPM1e trues manufacturer shall submit shop drawings and design notes moth the signature and seal of FloridaFlor tle ytF Cast in place beartlS columns and elevated slabs to 3000 psi Bngneerfor approval Design notes shall include the rated lead capacity of the truss to truss connectors the reshOns aA all bearing points and the manufacturers license' to fabricate Wsses using the connector system proposed The I % rr 3. Cement shall conform t® Specifications for Portland Cement' ASTM Of 50). Contractor shall review and approve shop drawings prior W sulannitting to the Design Professional. f 4. Aggregate shall wnbrnpW Specifcefon for Concrete Aggregate (ASTM). ]. Hlantll'n and erefgn including tem b d "natallation Of shell cram % WWq sI `T ." 9 9 Porery 9 g PYwtM1 TPI HI891. z v / n e,: £p F iA v 5. Water shall be clean anLr free of substances deleterious NO concrete or steel reinforcement. 8. All gable end walls shall be balloon framed or breced 'n accordance with the detairs as shown on the drawings. A a O x 6. Construction wth'n 15pt9fl if the Coastal Control Line additional requirements 9. Engineered LVL Parallam or LSL hall meet the following ("( 1 f ` Cast 'n place be cols columns and elevated slabs fc 5000 Ps gneere ( ) s gmnimum material specfraf0ns: � -� LVL or Parallam', -BVL �/� ] LL p5i Maximum water dvent ratio. 0.40 E 1900000 psi E=1.550,000 psi 1/A t 5 chloride n content percent by weight of cement eortlenwith ASTM C 1218.mFb 2 600 psi Fb=22325 psi Fc ]50 psi F"00 psi w j ]. Reinforcing steel shall tle ASTM A615 Grade 40 unless otherwise noted on the drawings. All rel nforcatang dIs shall Fv 265 psi psi �- Fv-310 psi Q q� I y R' conform to 'Details and D)etaing of Concrete Reinforcement ACI 117 (,[� l 1I . 041 P ralignment � 1B. Tolerances for foundation and slab algn t II s placement of renforcem t shall be in accordance with ACI 11], 2-ply beams with Tows of0131.1114 rials@ 12 c U ( ! Ir 'standard Tolerances iM Concrete Construction and Materials 3-ply bearrawtr (3) mum Of 0131 x3114 nails@ Bloc Small t 4F � 4plybeams with (2) rows of Simpson 63141ong SDW @12 c. H +1 r ' I 9. All concrete slabs on goal shall be the th' k d' ttl nthe drawings over in I. PVC vapor barrier Slabs �p shall be renfrmed with shall experimental with minimum 2- fiber length at llbloy plyi 9 with ASTM Or 116. 11. Nil framing anchors and connectors shall be manufactured by Simpson Strung Tie Or Approved squat F finish shall be Z max or better. ^ O ) r 10. Slabs on grade shall bdir on structural fit which shell be clean sand free of debris and the deleterious material Structural M �y dt , fill shall be compadetl toadensiy of am . 95% ofthe Mal Proctor Maximum Dry Den6q (ASTM 0155]). Fill shall 12. NII anchor bolts and threaded Tons shall ba in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. IT:: d 1 be treated with termite PPeon before vapor barter is placed la, d �) T 'r !,i ' 13. A411 metal connectors which are exposed to weather or in contact with mawnry concrete or ACO pressure treatment shall ff ij 11. Footings may bear on undisturbed soil orsWctuen Structural fill shall be compared to a density of a min. 95% of the AS galvanized per ASTM A163 (Deal ASTM Bfi95 Claw 50 or be stainless steel Type 316 All anchor belts ISI 'OM1 It III Modified Proctor Mashinfirm Dry Density ASTM D 1557) Or a nep[M1 ofemin. two feet below the bottom of the footing. Mmeaded rods and associated hardware within 15000f the Coastal Control Line shall be galvanized. II'1 t ai it 12. The following minimum 6oncrete cover shall be provided for reinforcement 14. Ax chor adhesives shall be Simpson Strong Tie "SET Epoxy. Embed holes shall be drilled and cleaned accordingt0 j 31, Concrete placed) agent and permanently exposed to earth Sampson Strong T e instructions for the anchor size and depth required p ill 2 Concrete expoWed to earth or weather p6 bar or larger P � t � ' 1 11I 1 12 Concrete exposed to earth or weather NS bar or smaller STRUCTURAL STEEL' SKIN till � I 1112 Concrete net exposed Wearth or weather for the primary renforcemet ties, stirrups in beams and columns. f I 1 Nil structural steel hash designedi accordance with AISC Manuel of Steel Construction shall be constru6letl 'n p s1 13. All continuous renforcina steel in concrete shall be lapspfced with the following minimum lengths'. a(bcomancewth AISC I Socification for Structural Steel Buildings', Cone of Standard Practice for Steel Buildings And jI v #4b 21 1 min B1rJges "Detailing for Steel Construsel and have the following designations )tit � F K5 ba 26 Welded connections AWS D1.1 N6 b 32 minStructural steel shapes Plates etc ASTM A36 {(, N] b 4fi 'nStructural steel pipes ASTM A53 or A501 } I{ III 114. R f g foot rn gs Shall be bent around coers rn or coer bars shall be nstalled Structural steel tubing ASTM Al { III ' 2 Nil structural steel connections and fabrication shell comply with ABC specifications. 3' 15. The Contractor shall prdVtle awessorea necessary to support and restrain re nfelr ng steel during concrete placement rl = r � Accessories which bear On exposer concrete surfaces shall be plastic tipped of stainless steel. Z , Um f1 m tj m E B 7,% or l t III or 4 R < rr it IIIIC. ¢ �5 ; 1 k11 k 1ss�s t-0YQ Li II,�' ,�j l I. DxnwN svr rp trill �'@ SHEETED. 1 I� �1 I CPGRER11 � P y( y15 ft IN �• b x dl l .iil{isIVk,Al, id ' I It Pill -------------------- REVI9ION9 ILkl Y ♦ ♦ ♦ P�OJPLERFVI Aro�e� SIl INTO NI uJ 511FR N "WT' EPDXY AND TCP RATE.ALL NAPADED RODE NALL BE ° THREADED ROD 4". TIwEmEo RDo ccNT.rRa+ FDWIIG io R&O�E 1ALL SI PMAI QLI b"-h" TRANSITION- EACH SIDE. 46I6f£D WIN h'n Ip' NREADED ROD EIREDED l' H CONCRETE uJ EMPYN Y. Ei` EPDXY OR ADED BRODRM TO TCP ATTACI AT TO CAR M PLACE h PENETRATIONS, ODE { RLREA ABOVE AS DEYFIBED Ar YERfICPL IN MA Ai - L IdDDTHANOD.RODE PROVIDE A HOLE I' 5 THREADED R'911L1D DOIN NOTE IN RETE h' LAIXER IMINIOH) ROD.RW SNRT BE .y TERMINATE/ NCI.ETIPKATE ECTORbiI WAMAERL TERMINATE ACTS TOP RPiE 4 3 3'M ' W49MER w �. AND Nn IGukENNo o RPfTaIx iB LENT a f TGRGIE ALLOW MN CE 3 R�LOS ABOVE WARIER { AT EILL RAR.SPECIAL ATTENTION SHALL BE PAID ALL YERIICAL p')p9 °.MALL NAVE NUT AND LL'ASHER ° k ITTO PRE&N 61ETKTMENTS AT TOF Ell PLART AND '. e, DROP s e p ♦ II, _- _ ------------------ ------------- • f f9y { z tt k�{pppty SL DEEP MIIXENED I - - SHOWER _ SLAB ml5 BARS 2. OL.EM. TT 6 I I I H - � � - �- - - - - -- - _ NWE]If FR4E --- I } OP DEEP NCKENEDEWASw5gI so 6-b 04 EW ttP TIDE WT POWER WARR W W k � sam 1� FALRE ND ER KTP zq 4 xF N1W� RIMER KIiCVIEN i LANAI Q '. t • P SLAB DROP Oa I ♦ wM ouER SELEcreo - � ____ - _- ___ —_ _— _— 4E 5 a-e O I) ----------------- F { A l ♦ ,�i � r6LL ® 'i HILLER 4- TWCONC8RSLRBRION REINFORCED PVC RCED ♦ 6 BARRIER ON W%MW IFIED PROCTOR v f L L A' Twa smmm PTI PEER REIKG%Eo - { --.. ..__ FILLW TERRI TREATMENT. ♦ O _- ♦ ,t ISI [� r, rosr mP h°W k �{ �. Tua�e F4 � � z e � _ p M —__. 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I'll" 4 2-214NI r I 2-2xi 9 % IT To Tiewei 4 5-M To Toi� III TYR EA AND hi /__L I- SIMEON H25A UIS Ed A M it ,I A I I 4 5 t I I III- TO Ti 4 4-ift A NIN Nii T ANDVOCA coTeptimm AND C-ADMINa,Ei mieTell 3 ON If If _ iDt in MIAMI TME&M III a Ow If I ddd � I TO TRUE, A 4-Whil A I 7r� v"" I TC "I TTTA 4 -2xv 21 —. I _f 0 1 A CEIIL MIREA$iiii A-11 6 T 0 NA L LED ON 2 SlAUCTU WEA, I Tel VIAI Me 2 :u F 2x � I I - x J, —04 TO TANI 4 5.61 To TOI, MINES fi 11 17 111 lifir, 3 2x 1 lf� TO TIINEI 4 It Wid x III KATE TTP _77a4l jiREGGII 0 : If I. %Tf P25A fic, W , lA' 1. $1 EA III TO 5-M I TO TRI 4 5-M TO TDI' T'n'. VI — li TIT` ZA END — — — — EA �Lii: AT Ai Gi �L LOCATION5 NOT NOTED A-5 % micipm, � To M III MTN 4' INMEcii PAI 54eEi NALED W W NAU 0 A DID,AT FOUNDAREIS AND AT ALL OIIENNI AND 6. of, AT AI PI EPGEI� AND PIE-D. F FRAMING FLAN Z9 AT WORM LOCATIONII,TO U FINIGI W MAN UALA- 8eEAi TO ME UNDER GAS A T"E" MODIED AND) TI� � 1G t. OilI � 7 I 7 • lII 1 6nPYN Lill RJD.irP. a• THICK 3660"" FEWER WINFml'TD fff W YLE6d BIKKERb, TTP E0.GLRL4E 6: TyP WNOISTE ill CN B MIL.P2 VAPOR • I I a' TuIIX3d LAFM FIBER REIIYGKED DP'R Lang uDSON %FA COHPac1ED FILL UJ rEfdlliE TREaRENTTTP A- THICK 3i6LOF�0MILPKVI 61MF°.Q! %9x5' il¢N BAER NDN %%MCDIP DFliO R I'-AP BAFRIER ad 95 AIWFIED PliziFloISR ti"I II { TER'IITE TREAmart. EMBEDDED Ak,•. rm wr LTiPACTED FILL �Y✓ CFlLL iYP I^ wT wd6uER � f e ELEC,RT£1RI ER NQ,TTO SOON I• DEEP Eaw art CRITR0. .IDINTAS &All A9 C1JA:F8,E 16 Ha® ENOJfiI iD • I 1 i.. I II q I i BE Da1AVED Br omlrn FRCCEE9 I �. • 'ii I p �. 1 � I - � .� Ia Bnm cdr.xoelNq Deem rol REBraz® carawD*IwVA'V A A`�V AAAAV/ / /3.5 BdfD UNi. w/MN 30' LaP 1 6 �N J i I I I �1 1 � • I I 6-I2 6-II I 6" �I�j, 5 LOGGIA STEPS a GARAGE JAMB FOOTING DETAIL a SAW-GUT CONTROL JOINT ITIVX14 / \L5/ SCALE: 3n^°1-m• 5-5 N'KB vs••r-0" •�u E � 6-5 xaL03u•.I'.6• II � ' I %I Ip 1 a• WICK 302ND PBI MBER pEMCRCED lu' OONOWNETTE III ON IF MIL III VAII a• TxIIX%wv' P3I FIEEF R5'MSpCED q A IPi 6#: POV CLNC.HiE SLAB ON B HIL.�C VAPOR 0A2GIER W S%HW MODIFIED FRCGTOR $ a 1 �� V BdRRIER CN Y% HJp61ED I�CC,OR coral im FILL w/RRYITE IIEATMEM. ,TI rT1 I$ -blrypNll Apyb ON 4Y'F p11L1Y.R WLL OWMM D FILL w/TEKTITES TFEARffiR,,TP W � I � WD.btl RAILS TO PI B" U tl d, IIA 4 A" Mr FILL 4L CELLS B ° z I aRaoe (VARIES) 7 Ii �!i� vvvivvwv!,vv�v!,vvv�ivv�vv i / / i i /� i/ a O "� r E BAR ca+T RSSIMR r,C.rwrl� Pa v.a' Ill . :-5 cceIE � `° Y.Bu Ntl 8i0RF . 3-5 CWi -a' WE OTCRT - 3-5 WNC VA 3. 6. ° v.0• TwD sroRl' 3-s tali U THICKENED INTERIOR THICKENED INTERIOR n TYPICAL POST FOOTING TNIGKENED SLAB. INTERIOR ND NON - BEARING DROP SLAB e BEARING DROP 5LAE5 ' = 7 � S-5 SDALE: 9u•.r-m• 8-5 WALE. 3rR-r-m• 5-5 rxB va+v-ND^ 5-5 SCALE, 3ra+v-m" W Q � O 1 TOM 3600 PSI MSI RERi(4ED O SODAS IXN B MIL FI VAFGR f' WICC 3E09 F51 FIBER FEIIYCRCSO r11 4- TRIM AVOID ASI FIBER REtFIXKED 'fah Irl 6•-3"1 SAEFIER OR %%F'A7OFIED FAiCTCR CUDIEFF NAB QlBmil PVCVA�CR LCNCI£iE SLAB ONBML.PICC ta1Pk1ED FlLL w!TEFdINE 1FffdRENT ttP BAglIER ON %x HCDIFIED F%'CTOR BARRIER W 96% MDW FWCTOR i Ca1PACTED FILL W TEl TREATMENT,MG COMPI FILL wr ffR11TE lIEAmENi, � i IIT �� '. ' 5Caglpp REIIF. CCNC.Fi r ASppTry I MM 90 LAP GRI(oE ° GPADE I S DOWELS M FILLED @u,BEE / XX V/ \% V 3m PI FEusaccEA e Av/A A wI RElrro�D ca¢ / i / ¢mcaD.u,n-5 Si c¢RT, = / _ A/VA/ w/b.5 edro CMT W HM a N/ // /J`� W nm am LAP' 'a/j // < /J�l 3m^ LAP ( d _ m• a1u B_An ED6E.BLDac 1 � I t. SII L I I E I � I Ir I 7 ml�l (° e GMU BOND BEAM CORNER REINS Il i TNIGKENED SLAB EDGE (GARAGE ) 6 TNIGKENED SLAB GARAGE 5 TNIGKENED SLAB GARAGE Ii 5-5 bcdLE: vs•.r-m• 5-5 S E 3/u•r-6" 5-5 sCKE: 3ra •r.m^ 5-5 BcalE: 3u".v-m• I'-m• FI l w 1' T4M SCSI PoI FIBER RE3iQt'ED 1' 1111IX N:¢+9 %I FIFER RE�N4RFD a' WICK 9609 PoI FBER FEI D 5DWEL9Wtl• BENp INTO.yyBy ByyL 1' iHICK3Km PSI FIBER RE D 50LWELS W R' EEND INT09TEM WALL K y Y } OOROSIlE 9V3 ON B ML.III VA" 6 CQCII&I B.A13 ON B MIL.PVC VA" 6„ CRICRETEVISSONSMILP2 0.KRD R AVD ill COJINATE w DIWELS CaCFEIE%dB QIBHIL P+L A" AND WL6 p SWAB W CGLE }� VARRI ON w, F%Fipt BARRIER CN%% bJFIFD PI BAFRER W%%MODIFIED OR BARRIER CN %% MODIFIED TCR J ED FILL{ L COMIPA LL W TRINE TPIKATE:VT. COMPACTED FILL w/,ER111E rtEAmENT, CCI'PAC,ED FILL u/MISFITS RE31F COMPACTED FILL w/lER1NE ° mENi O � m !!W d IS BAR CONT, s SAIZ COAT, — Pill I + . 'Fav Silva 4L CELL9 SLID I: e^ av,SPIOR ALL CELLS BOLD .�\\�\\\/\\ \ B• CI ,GlIOJT ALL CELLS III •�\ \�\\ \\ W pN,SPOUT ALL CELLS SOLD u w DOWELS ball YDY nNFOTING S DUIEL��T W/ �30'�LAP SVA \ AA�VA � 5 =MM BPW •DtWMRS Ir S DWELB mI O BFND . FOJTAG �' � Q Tw 3-500!54 cart.Wnm. 3g. Lar // %J /j w 56uscwr.wrnw. m^ w ' x caaERs l MAX lv On = COFEro IHWR u^ Dc • / A//AA . colaaEro mnx l0^ on waaem g ceADE rvnel r All (VARIES) VA�\SVA ° wee nmlEI 2 ` AAA 1f V A A - ` AAA �A A ,I T E i / / , iv iivw��i i�v�i �i l r i /i /i VAd I•'yAAAAA��/A� m ?\%/AA%/AAA VAj�A/�� DTssLPF x _ xxt "' i /✓\ \ DWIC.roman m 9 $ 3meo III IEINII CCNO,ALI s % II _ orzww.V eY: 3nmm "IRE%attm Calc FOCI 4 �. 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IF 1111,, 1 I �tl ldl �li - IP °�sueB 4-23-12 9 I I DRAWNBY 411if I � IF 11�� F 111 L bl� MOMENT FRAME / BEAM ELEVATION SH2Ei_\D. g"I I I �1MOM€NT FRAME 5€OtION': 5-6 EDALe. ir.r-m' S-6 acuE: m•.r.m' — pARCER ' s -6 1 , if �1 1 I E . 4 , 16,1, J,I It ik Iill y t +. ei � RY.F LPE l9A^ E !1 ' PSL PO ,. l 11 ' o� L%III ASI - r � I ^ 1 d lIt ILL � ll I I , IILI ILL Ii I - Ii I I li it it a GUEST ROOT"IL III I It aLLffR ❑ urvF oawE POOL F EQUIRGUEST BATH - - - 'f 11 jr ]! PI r°w-Ess ,cElLart=uc aeo,�__ _6j �l 41 ^ s I • �. _-_ _ ___ _ ______ - __ ______ - - ___ 4 f �Ilir e! III II, R� waLL -Dvf fillII — I / W t ,•I II Irl I1 sPOcaeRFo 2 I j I�y III, I .I I A ' � OWTy�SMRR KIiOHEN --(� � J {, III } ` Lit „ � I _I Ise III r-Iw � ` I I rxILL L '—'°I s � �A`Litnl f iIt i b 4 ' p a MASTER BECA0 M ,14,�,k 'oF ^ ° . : �I DINING z! - - - - � 0 � � EIX£(F mew ' �I roDL .u�yx — --- � ❑ - - ! � IYI W - _ '>'Wx I rexL uicael ASTER BATH W VM' f g ELE HDi Ni IiEH6m/ENOL K•' : DI EC w TAI II I � GREAT ROOM � ^ V I W WER LP W O ILL ri, STORAGE IIIT] "i !'I -� /� �\ ^ 6� W .a - "�•D _ I Ha I GARAGEA' NEEL '.. — J I sit NT I - � � YERIFY Blff ml 1-1 r m it MAN *:ZEWAY ATH ANT TAI --- I ilL It I +', I / I .t QP° Qb` QDD MAd �, - — W4< IN G O ET a �' 2 — AUNDRY/ PANEL� � _ z QDF U h I 7 LJ Ith MUD ROOMm — — u ® � PS�RGH u IyM �i III �_ . _ - - - - - - F 1 II I: D MGH. �H 0 / V@wag LINE � ^ I ! TO LNDNA?E c x ¢ RX.f LME All LIWS � I I jV' _RXF UI+E m'y—vE_. _ _ _ LSsuF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — p I 1 IQf IVT 9TiIYNE 3 CILI4Hf8: ORAWN BY: l�C/IDE 3 CIR]IIM uJ 5. L 11 SWPERENTLEBAi P1b H'p ALL TR EE LccarlI A+lo I a • I I Y ALL AiX64ffR IFI V 1' I LW'ER SII6GI NO eewcn as DIREcreD ar �— ILL ra¢xR FIRST FLOOR ELECTRICAL PLAN �I ltll 41 u . xuE: w•.r-D^ At ! 7r own r ' c It It Ise i 01 � Y �I "�ktti I • , I PPI L rv� REV®IONS I r L ELECTRICAL LEGEND El 9MGLE ME ® LVa"IL Ill CEILM3 MINTED S dt m BWItLM.iHREE-WPT LIGHf FlXTU(E,WALL MONIED jY 1 Li WDER L yy 1 l '� 1 SA "i iORW4T � IWt FI%NE. CODFET 11WH1ED EBl Lol FIXNYE.FBCEEEED WN%.WAT,MpMF W PFF. BETd.RIEOSTAT l• S4 1I I'@YWFLE% DnLEr LOUT Ill YJWIr MCWTED EEE NOTES FOR OWTCHM CURET W BOJNI toolPRB RIXNEECBn 5 � r � bY DpPLEX WRfl.rIED QPAYELEOA® V. TO TCP I D 47EDIECpd1ECf.lP' TO TCP I pl �4 l - leo Dw.a:X till @ILNG MOmED BOv GIiE%011 WLF W TOIEO Coll D '/ryI1n��\VA/� { D Y Y REX WREi W DEDICATED ]'ImvMEET CELNG FON of LWT KIT I 1, $$ I `; 1 lav DUP.Ex aTlEr,nvc FAULT - IW pol MTLET,MG HLLT.INLF e4XTW'Dc C • � /i WILW FAY UJe LKNi � v¢ilcx eaX © DocR cur¢ toorl DOOR GMIre EL£CIRICN. OONFE rC SK&L PROVIDE 1( _it nhl "� _ OMN1E 1FPtl%DEOEffLifR �e ppt lipo LLOCE�""��DDE DETEDTCR STetEry Ii{ illi % , - II t FGT,,COYSIBI wIONE NM1ET 1 "L -ale 1 '� i KL FI CK WIRING El N IS i ryi r. IIv r ll Rlpl� ELEMIH=E Ellin ATIONK e I, 1 I N.CMLe EIECTPoC CCOE FRT/IDE ASIC ISEOr, 7 TI 14' CI(CWi MTERRIP1Ef61N RL BFI:SC/XgYE \ F' F£R A¢TGLE]Ie-6. - 1FV 1 LGM RMJFE,CEILIIG MGWfrDiDM 4TPE "NE if4CTOR OFLI ,Tl ALLD OLIVTLY 11k LI(MFI%IU�.LFILIIG MONIED.CAN ITI EYE El NAS �� <1FVVfS LDCISIpb A`0 OIAMRY W FRIOR to EEGINIrG WIR1G. u F � -� _ I -� U - W II I � It L) ��• _ _ _ _ _ _ _ __L^_+Emuwi eEwA_ _._ _ __ _ _ _ _ _ _ _ _ I/ RFriROOM NC6�: �� 011 N . 2 R II {�, � I I wlp wu Wrt � m T STORAGE / EGIUIP I 1 1 '# M , . . � i� J L. J TN NO2 ITTi4WIwm ff;Nr '.0 Tc p-I -_ volm LOW RaL I ,� I Vi I I I I TO A71CI i LGATE - of R9'IL ]g ISI _ _ > � —� - '�, I I" , � — — I BTO d G " ' - — — -� IIIILL El WTU MEDIA RO ) U a 3 YY It1 1 • y — OOM No. 4 ISI l RFDRLIT ATTIC AGEWILWB� Ke ¢ � < SP 4 L, � � III �i IS I � I I e gg I - e — I a I I of < �\ —_ - I � Tasue q ' — _ _ — - NE 6uvaL eElw _ __ _ ___ � I I DR4WN BY: it 1 , NDP I41 I . I SECOND FLOOR ELECTRICAL PLAN E-2 1 �I 1 1 1 j 11 f N IIt I I I iI B It . ASE PLATE HT 20-3-12 - - -- - -- - - - --- - - - - BASE PLATE HT 22-3-12 �p69t '� a r HARDWARE SCHEDULE a I (A) = HTU26 QTY.12 i I 14'6"8 gg 14'6"8 — y �IHatched area indicates Attic Storage Arae tPa all I � � I 1 p I 3 I J12 III a� J12 IL . J74, . _ 2 a & ( i lilt r Sq If ar SII J C1 Bottom of Ledger to be @ 20-3-12 I � g � n r h� P I a X11 I J12 r� D4 I D3 I i I IF D2 a Ci ottom of Ledger to be @ 20-6-4 I .. 6 - yy J13 v A I L IS r - 1 2 J12 Di f� li11� J77 I�._ — __ �� _ ] —� - - 6 m gg � + il11 — —_ I I I I I qqg 11 t �r I M 9 i I THE PARKER RESIDENCEFI=CDPY , 330 COUNTRY CLUB LANE rl'll�l� ; ATLANTIC BEAC FLORIDA t qSLI ND LOADS j{ 1 tiE Tom �re.rueu.a LOT s ACT L Air iAs ti. _ VA A _ 4 � f .� �. -- o E or 7. �. neerevPraxs I, e � �. ,... 0 � ��' its a:: 2"'" - e, e'I IF CIA onorpor AAKIA .1. Ar o. . r � Al _ w >A a t ` d , 4 r 111 A. N N pp 1 i s p m � &..,. 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S Lt if r (" T r ��( 4 �C � . 1 it J1 ® BASE PLATE HT 408 ft J6 J6 ® BASE PLATE HT 1008 9 j M1 J] P ® BASE PLATE HT 12-0-8 A6 HARDWARE SCHEDULE I (A) = HTU26 QTV.30 1 4 y As 4 1 1 I ' : III 'I � I t I - - q �I l_ a.lt . .r. +^... 1TTTC�_i8S'— ce�in�e"� 'pe@G,w , m 1 T5 _., L' R' eomom orr.ee _ff _ _ A " 1 ma .ro, � 1k '$#G� t. Y, F J{ 341 { � q 1 abs e66 eba - Y23 " Iii. Fiz 3114 311A E5 J24 04 rtlao 2' F12 m JU em l II B EA . P 2 . 4'4"8 B2 i Ba HfA i iE ry q t 1 p EJ LV b `v 1C' F Ili X11 � 1 B � A 4• t 4 E M J3 J3 it LL LL 14 1 rp 6 t Al J2a' J24 J2 444f it a l { . .1 2na J2A J23A f p � s � [rl P1 ,1 a Is � — 14'S' %3^ IN4 16— —� __� 3 r + it I t I � •z r .:1r 1 r if Sri u THE PARKER RESIDENCE r. �i f semis X30 3(COUNTRY CLUB LANE ® a.ww it ATLANTIC BEAC FLORIDA m ire L A(( R t i ( Er - WIND LOl+D6 j An Ae gg SU Ik I� ' cv� lAm, Asti s LOTe �� rw R �,�„� A. � �. .. S @ r t s f ! s".'s Often A 20 I 'll At Ona 7t k i rA,..� A 8�— �. 9 . 4TO . w — nffp =.. u. ,w _ v �/ -- , 3 AA m z i wm= e 41 On, AL i LOT ft, An d us, ' t �d � , 5 moa ` IJ . �➢ � LOT 4 t� LIIA . W�u F i Yi i� 1it ,LAAAAg�,+ Fi .�w t 21 tt — A Of � ?AA Old 4 I "It LOT 11 / We 7� 1 E➢ LATTA pI Anif.en At Of Of Annaftnt , IT"AA AAA � � iw�ex o5 crznws� m A. if AOf W lif I ' P ti — eAll II .=,4 n .e �' — — A3 ItImen"Wenes z A .1 Ant itt 0 111 61 ION WTA AL At At IN eal ! k. ! z. Oero0v`% ..Al o-li�i 6'-flew bf ao.Kr ,:'..t _ �a o itfs6 Epi E p . Gskcati-n p�k, <IA�S �� P"P"A� �� si _ �. , „�a..A ar ➢f Ij f�;�' (dp1,��l N �+(�,wl..�. l x s 'Mpa vsF'" vv `. .O,,r y �' C- L ho.11 R LING REST LMM .,wA J �g¢ riffif " am III �e d ON en Meal Ian tit 7 �f {�I ) ,s...,...a ..nA '7AddA" �.A n.. - ai°p^w[�ao^ is w.�mumwmwrmn.Mconallbut oo .�...�,. .. 1 { .. w, w .�o,. � �N •e�me� L� wtlJUOY acOft .naa Wer apync.eb `rte Am 0 t f . .� 1 � v� bul dale and feJ arm n . -.{ M prNN N j wl be wrllM e1tin MMeC INMM wm...wv.n.vv. e ! 1 ' I e ad M b CI /15iAK 7 R 2 kag "" !NY§P Mm W. rT r I k Atr:.-: ..m.es°° w Anel ao�EB 3 wpN,.aSl'R 12—b46 T-1 @( _ ... . p �➢ REr i .. aFFLrAe cooEs. �`- CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 N Application Number . . . . . 12-00000696 Date 6/26/12 Property Address . . . . . . 330 COUNTRY CLUB LN Application type description SIN LE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 500000 --------------------------------------- ------------------------------------ Application desc NEW HOME --------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ PARKER EARL W JR & LEYA M FIRST COAST CUSTOM HOMES INC 505 BASSWOOD CT 12627 SANJOSE BLVD # 302 ST JOHNS FL 32259 JACKSONVILLE FL 32223 (904) 813-3471 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE -A Occupancy Type . . . . . . RESID NTIAL Flood Zone . . . . . . . . ZONE --------------------------------------- ----------------------------------- - Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1680 . 00 Plan Check Fee 840 . 00 Issue Date . . . . Valuation . . . . 500000 Expiration Date . . 12/23/12 --------------------------------------- ------------------------------------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 ITATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL AIC INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT ESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cle nouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be ��c++7overed with an T1tt concrete meter box PERMIT IS4kbVW�� X ACORtlA-nlC-� tA1.��1�01 AQP C�WR6 ()> N�L�E 'RIE FLORIDA BUILDING CODES. !'JV ,,✓ CITY OF ATLANTIC BEACH r j 800 SEMINOLE ROAD :) = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000696 Date 6/26/12 --------------------------------------- ------------------------------------ Special Notes and Comments A reduced backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preven er must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obtZLined for pavers in the right-of-way. A Revocable Encroachment Permit MILSt be obtained for pavers in the right-of-way. Full right-of-way restoration, in luding sod, is required. Roll off container company must bE on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Rea co, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection P3,ior to start of construction. --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . STATE DCA SURCHARGE 25 . 20 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 25 . 20 UTIR REV RESIDENTIAL BLDG 50 . 00 --------------------------------------- ----------------------------------- - Fee summary Charged laid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 1680 . 00 1680 . 00 . 00 . 00 Plan Check Total 840 . 00 840 . 00 . 00 . 00 Other Fee Total 200 .40 200 .40 . 00 . 00 Grand Total 2720 .40 720 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (ro be assigned by the Building Department.) Atlantic Beach Florida 32233- 5 Phone(904)247-5826 • Fax 904) 5 E-mail: building-dept@coab ?ODate routed: y /2- City web-site: http:ilwHnN. 12 APPLICATION REVIEW A D TRACKING FORM Property Address: 3se �Clt�7i7� C_ 1Rppartmfnt review required Yes No BHildinn Applicant: 7/2�% , 11 PP �Ck Sr 5 - < tanning 8 Zoning stator Project: �) -� f, , Public Works ublic tilities Public Safety Fire Services Other Agency Review or Permit Required R view or Receipt Date of ermit verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. Denied. (Circle one.) Comments: BUILD PLANNING 8 ZONING Reviewed b : Date: TREE ADMIN. Second Review: provedas revis . ODenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : �L O /2 Date.. FIRE SERVICES Third Review: QApproved as revise . ❑Denied. Comments: Reviewed by Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (ro be assigned by the Building Departmew.) 800 Seminole Road • _ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �A y 12- City web-site: http:/Mnuw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3�e &-22 6,�, review wired Yes No Buildi _._ Applicant: / --5 �14Ck i �-2!G) f � t lanning&Zoning'j �f tlisfrator Project: /V ) � - �, , Public Works ublic tilities Public Safety Fire Services [Florida ther Agency Review or Permit Required R view or Receipt Date Of ermit Verified B Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION ST TUS Reviewing Department First Review: VPProved- ❑Denied. k'D�-SS Tb (Circle one.) Comments: `" " pt,A At S. BUI t PLANNING&ZONING 20 Reviewed Reviewed Date: TREE ADMIN. Second Review: OAPProved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : Date: FIRE SERVICES Third Review: []Approved as revise . ❑Denied. Comments: Reviewed b Date: Revised 07/27/10 City of Atlantic Beach / �/ APPLICATION NUMBER Building Department !� �� 1 ) (To be assigned by the Building Department) 800 Seminole Road , Atlantic Beach, Florida 32233-5445 �� Phone(904)247-5826 . Fax(904)247-5845 ` E-mail: building-dept@coab.us Date routed: y 12— City 2City web-site: http://wu+w.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �CxC�Jir /� 1 en_t reviewrequired Yes No Applicant: r � tahnn nin 8 Zoning` �` for Project: /V ) -7 6 Public W rks ublic tilities Public Safety Fire Services Other Agency Review or Permit Required R view or Receipt Date of I lermit verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DqApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed �_ Date: TREE ADMIN. Second Review: Approved as revisk ❑Denied. U Comments: UT ITIES PUBLIC SAFETY Reviewed b : Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed b : Die: Revised 07/27/10 -f r„lyr CIT V OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 6-G-/2 Project Address: 330 - 6)00 <ff tl 64iQ = No. of Units: Commercial Residential V Multi-Family New Water Tap(s)& Meter(s) b leter Size(s) �¢ New Irrigation Meter Upgrade Existing Meter f-om to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# /Z CITY STAFF USE O LY - (0 9lP Water System Development Charge $ Sewer System Development Charge $ jS Water Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $_ APPROVED: (Utility Direc or or A Wrized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTL TIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road - 9410Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ` y `� E-mail: building-deptQcoab.us Date routed: (P City web-site: http:/A~coab.us _ APPLICATION REVIEW AN D TRACKING FORM Property Address: ls-e Z ent review required Yes No 6,4-�7— §ftlor Applicant: 1/_t> ��i m� ing �/ Project: A , Public Works ublic tilities m Public Safety Fire Services Other Agency Review or Permit Required R view or Receipt Date Florida Dept.of Environmental Protection of ermit Verified B Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. []Denied. (Circle one.) Comments: CBUILDING PLANNI ZONING Reviewed b : Date: TREE ADMIN. Second Review- ElApproved as revised. ❑De ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : Date: FIRE SERVICES Third Review: QApproved as revise . ❑Denied. Comments: Reviewed b Date: Revised 07127110 Doc#2012,116129,r -1K 15959 Page 7/0, Number Pages:'I NOTICE OF COMMEt ,AMENT Recorded 06%04/2012 at 01:30 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Permit No. RECORDING$10.00 Tax Folio No.— THE UNDERSIGNED hereby gives notice that improvements will be r iade to certain realry and in accor 713.13 of the Florida Statutes,the following information is provided in his NOTICE OF COMMENCEMENT.dance nce with Section Descripti0trepperdrscrap7) L � t G'; F< �' i c.all VrAe55 III /Llr t 2.General description of improvements: 3.Owner Information -.. a)Name and address: c 55 ij h) Property dee simple titleholder i�_.�..._ f t *tame and address f f P ('f other than a er) C)Interest to ro r , t_ 4.Contractor Information rr� a)Name and address:C►r�Y " ( ',, { '�'; L� {, tC` 31--ZZ-3 b)Telephone No. l 5.Surety Information Fax No. (Opt.) a)Name and address: �s b)Amount of Bond: - ---_ c)Telephone No.: 6.Lender Fax No. (Opt.) a)Name and address: ��=a� �-' 7. Iderni )Name and address f t, npo !' Phone No ty person within the State of Flort a designated by owner u wham notices or othet documents may be served: a �; it 1 " r ,"'.j I. b)Telephone No.: - :, .; — L 8.In addition to himself,owner designatesFax No (Opt) the Fax person to receivea copy of the Lienor's Notice as provided in Section 713.13(1}(b),Florida Statutes: a)Name and address: A/ b)Telephone No.: ��— - Fax No. (Opt.) 9.Expiration date of Notice of Commencement(the expiration date is on D,year from the date of recording unless a different date is specified): WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWN AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENT UNDER CHAPTER 713,PART I,SECTION 713,13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND STED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONS -LT YOUR LENDER OR AN ATTORNEY.BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF C MENCEM:ENT. .._. STATE OF FLORIIaI i, COUNTY OF AlNFLLAS =PublicSignature of{?wiper or 0-wner s Authorized UfiicerA3ireckW4)artner1Manager lic State of Floridar sicnDD8T3936 fIrintiZ e24/2013The foregoing in � e 1s ' day o i 20 P by r`t as (type of au"thorio,e.g.offieer,trustee, (name Of party on behalf otwhom instrument rwas exi iiied: Personally Known 1,,-"'OR Produced Identification Notary Sig nature Type of identification Produced Name(pri t) OR � — Verification pursuant to Section 92.525,Florida.Statutes.Under penalties ol perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. rn>Kusl�cx�,ns,uoi n Sigcmturc eC atural Person Sigaing(in line#70.)AAtrcrw Naswa.,rsr.. ...+s,wwu.., M{1MpA•,UY„� 7ILDINGPERMIT) PLICAIN CITY OF ATLAI IC ]REACH FILE COPY J . 800 Seminole Road Atlantic Beach,FL 322.3.3 Office(904)247-5826 F (904)247-5845 Jab Address. vt 4=-4c `' Permit Number: ��2:•-�' Legal Description Lef(o %ne Kq. 6e/va a, . - - ( ) c- 2- Parcel# 171J6-9 --0000 Valuation of Work S Poor ea o t, raposed'Wark heated(cooled �Y nvn-heated/cooled-�Saa Class of Work(circle one): ew Addition Alteration Rep 'r Move Demolition pootispa window/door Use of existing/proposed structures) circle one): Commercial If an existing structure,is a fire spi in r system installed"(Circle ne)C'4� No Florida Product Apprt3ual# /A For multiple products use p act approval forin Describe in detail the typo of work to be performed: o r%s+ e res r�� t cc Property Owner inforrtaatiaa �Ae r Address: �ac.KSon v. City ar` tate [.Zip Zs`7Phone �l o - 23 3 - E-Mail or Fax#(Optional) a� f wr_e n e r 3 Cc � C ontracto_rinform#tion• Company Name:tt7� ar S Address: C alx m Agent nkat-__ ,I x 1 4 State-.hj.._,�.Zip Z 2Z Office Phone CivJob Site/Contact N bei a -� - q'i l.. State Certification/Registration# 2 Fax# Architect Name&Phone# ,,l 2< P5 7- Engineer's langnneer's Name&Phone# / Fee Simple Title Holder Name and Address , Bonding Company Nance and Address A A Mortgage Lender Name and Address o Apptication is hereb made to t�Gtain a permit to do the work and installations as rndic ed I certify that no word §,ruanct nl'a permit and that alt work>will lie performed to meet the standards t�l'all law regulating construction in thtsl�rrxsdlettort. This permit becomes nul! and void work is not commenced with sixi months,or if constriction or worX is s nded or aGandnned fora od of srx6 months at any time cr ter xork is commenced I understand that separate permits must Gc secured for lectrlc Work,Plumbing,S"igrrs, T1 fl't Pools, urea „t ,He , 7irnks acrd Air Cvntktioners,eta WARNING TO OWNER: YOUR FAILUR TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA ING TWICE .FOR.IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB AIN FINANCING CONSULT WITH'. YOUR LENDER OR AN ATTORNEY BEFO RECORDING VOt;fi NOTICE OF COMMENCEM NT. 1 hereG certify that I have read and examined this application and know the same to Get a and correct All provisions of laws and ordinances governin this type of work will be complied with whether speq ed herein or not. The granting of permit does not presume to give authority to violate or caner the provisions ofany other federal,state,or local law regrelattnl,Y tructfon or the perform vice of construction. Signature of Owner Sig ture of Contractor Print Name r-1...._......... �. � r E f ... �... Prin Name . ........................ 'worn to-And subsc bed before me Swa ted subscribed�befctrp e this day of fpF� 1 ?U 1 z this <S'I)ay cif. �1 11 Notary.Public of ublic e�►"r°�eL Notary Public state of Florida Lisa Me'<er Revised 01.2fi.1Q c My(ornmi3sir.n DD873936 Of it, mire.,ra3f7412013 DO NOT WRYIE BELOW- 01 TICE USE ONLY �pltca le Godos: 2007larida Building Code W 2009 Revisions eview Result (circle one): pproved Disapproved pproved w/ Conditions .eview Initials/Date:.! '. 6" 1 r., =eyelopment Size [abitable Space Non-Habitable mpervious area 3q, b �adon/D CAfDBI'R,$ MsceRaneouS Infokmation )ccupancy Group Les dpo"- e r4 ype of Construction Number of Stories oning District ' flax. Occupancy Load Fire Sprinklers Required P r Flood Zone Conditions/Comments: MIMMNifdIq�•MMI>MY4Y/`..:n:,,, FILE COPY PRODUCT APPROVAL INFORMATION SHEET FOR ST JOHNS COUNTY FLORIDA Project Name: Parker Residence Permit# ,Xyl, `^6 '?6 Project Address: 330 Country Club Lane, Atlantic Beach Florida 32233 As required by Florida Statute 553.842 and Florida Administration C de 913-72,please provide the information and product approval number(s)for the building components listed belo as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildiniz.org In addition to completing the above list of manufacturers,product de cription and state approval number for the products used on this project,4 isAuthorized Agent's Bach manufacturer's minted inspector, The products listed below did not demonstrate product approval at ti a of plan review. I understand that before these products can be inspected,the must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in tl ie categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Matt D. Birdwell (Contractor or Design Professional) (Print Name) ( ignature) Company Name: First Coast C istorn Homes Mailing Address: 12627 San Jose Blvd Suitt 302 City: Jacksonville State: Flor da Zip Code: 32223 Telephone Number: (904)262-4747 Fax Number: (904)262-4746 Cell Phone Number: (904)813-3471 E-mail Addre s: matt@firstcoastcustomhomes.com LD Y y CD C U w r� �• �' _ � O w¢ n O Q; Vi y ,RGA• O• fy /1 o 00 ac R° d 0 w � m w z a cr � o w q � ,ti o � � r•+ � b W x � � x 4� wA 8 � � � � �• �' `� � � �• "' O N A`,r,' � w O � Twp `C tU y C ,tv'•n Oma, to W aq m c� 000 Ao o ° ro n "' m w Z Nn kQ 00 o c w kJ• z N O O O O N � � �00 � V � "� � � � � '� C ri OQ cn � `.� 0000 C rid O ')U pp pD C� � �i � 'r`prp�•' C .�. � O it iS ni � F. r � O 0 A d n N ••+ /� W -1 O, to A w N • �O 00 1 at CD CIO d 0 m OCa. ° H m 7o d n cn A o � En 0 � o C cr b r H "h � � � [pXp �i Lam. p• ��+. � � �' O N w `< A ON W J J � A I-IT 0 n N DO J U A w N �• J ar U A w -. �, 10 Oo G ° g � r 8 8 8 y w W � a � O 0 o y g C ~ rJ A y ,a. Z c y � o a f° a Z a r z 9 z z z z z z z as a` a >z- >z- 00 p y W � 'rJ �y7 t•••' 'rJ � �1`v�1 CD W W wli^7 {p� o C L7 c CD m O V1 w n CL CL 0 p(� CD �.. '� O R. ai 'C M�� Iw•] C o w o c� .{� O00 y C CD W ' Jt"' � y• �• �' cyto c�D CCDtv A tQ cn rn m o o o o o CD CD o CL CD nCAG H G o O � $ r s 2 CD 0o o Q. o eD rb o P. C, N (�? v p� �R cu coo ,ry a O N rn O O O vCD LY C w o A N � � N w r 0 FORM.405-10 FILE COPY FLORIDA ENERGY EFFICIENCY CODE =OR BUIL > MRS T11 R!1�111;ii ON Florida Department of Business and Professional Re iulation - Residential Performance Method Project Name: Parker,330 Country Club Ln,Atlantic Beach Bull<ler Name: Street: 330 Country Club Ln. Perr ift Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Perr iit Number: Owner: Parker Juridiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. all Types(5215.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 5215.60 ft2 3. Number of units,if multiple family b. N/A R= ft2 1 c.N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10. eiling Types (3017.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 2903.00 ft2 6. Conditioned floor area above grade(ft2) 4838 b. Knee Wall(Vented) R=19.0 114.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.C ucts R ft2 7. Windows(892.6 sgft.) Description Area a.Sup:RoomslnBlock1,Ret:RoomslnBlock1,AH:Ro 6 241 a. U-Factor: Dbl, U=0.40 892.61 ft2 b. Sup: RoomslnBlock2,Ret:RoomslnBlock2,AH: R 6 110 SHGC: SHGC=0.40 c.Sup:Attic,Ret:Attic,AH:RoomSlnBlock3 6 410 b. U-Factor: N/A ft= 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:13.00 c. U-Factor. N/A ft2 b.Central Unit 18.0 SEER:13.00 c. entral Unit 42.0 SEER:13.00 SHGC: 13. ing systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:8.00 SHGC: b. Electric Heat Pump 18.0 HSPF:8.00 Area Weighted Average Overhang Depth: 7.008 ft. C. lectric Heat Pump 42.0 HSPF:8.00 Area Weighted Average SHGC: 0.400 14. Hot water systems 8. Floor Types (4838.0 sgft.) Insulation Area a. ropane Tankless Cap:1 gallons a Slab-On-Grade Edge Insulation R=0.0 2902.00 ft2 b. Conservation features EF:0.590 b.Floor Over Other Space R=0.0 1936.00 ft2 None c.N/A R= 1`12 15.C edits None Glass/FloorArea: 0.184 Total Proposed Modified Loads 72.94 PASS Total Standard Reference Load 95.51 I hereby certify that the plans and specifications covered by TRevievof the plans and all-NE Sthis calculation are in compliance with the Florida Energy pecifi tions covered by thisCode. alcul tion indicates complianceith thm Florida Energy Code. �'• r,,,, ;.tea`„�p PREPARED BY: Before construction is completed > DATE: this bu Iding will be inspected for compli ance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ,rte with the Florida Energy Code. WE � OWNER lAG NT BUILC ING OFFICIAL: - Y DATE: ,T�t DATE ?-�y - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/31/2012 5:28 PM EnergyGaugeO USA-FlaRes2010 Section+.4.1 Compliant Software Page 1 of 6 PROJECT Title: Parker,330 Country Club Ln,A Bedrooms: 5 Address Type: Street Address Building Type. FLProp2010 Conditioned Area: 483 Lot# Owner: Parker Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook Builder Name: Rotate Angle: 0 Street: 330 Country Club Ln. Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type. Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE FV, Design Location TMY Site Zone 9IECC Design emp Int Design Temp Heating Design Daily Temp 7.5%% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL-JACKSONVILLE-INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2144 19296 2 Block2 758 7580 3 Block3 1936 19360 SPACES Number Name Area Volume Kitchen Occu oants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 2144 19296 Yes 2.21579164 0 1 Yes Yes Yes 2 RoomslnBlock2 758 7580 No 0.78338156 1 2 Yes Yes Yes 3 RoomslnBlock3 1936 19360 No 2.00082678 4 3 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter -Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation RoomslnBlock1 326 ft 0 2902 ft2 ____ 0 0 1 2 Floor Over Other Space RoomslnBlock3 _-_ ___ 1936 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2322 ft2 0 ft2 PIedium 0.96 No 0.9 No 0 22.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2144 ft2 N N 5/31/2012 5:28 PM EnergyGaugeO USA-FlaRes2010 Section 4 5.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) RoornsinBlockl 30 660 ft2 0.11 Wo 2 Knee Wall(Vented) RoomslnBlockl 19 114 f12 0.11 Wo 3 Under Attic(Vented) Rooms1nBlock2 30 307 ft2 0.11 Wood 4 Under Attic(Vented) RoomslnBlock3 30 1936 ft2 0.11 Wood WALLS Ornt 10 Wall TypeAdjacentSpace Cavity Wi Height Sheathing Framing Solar Below Et In Et In Area R-Vqlijp Fr:;Ct n1 N Exterior Frame-Wood RoomslnBlock 19 15 10 150 ft2 0.23 0.75 0 2 E Exterior Frame-Wood RoomslnBlock 19 9 10 90 ft2 0.23 0.75 0 3 N Exterior Frame-Wood RoomslnBlock 19 52.9 12 634.8000 0.23 0.75 0 4 W Exterior Frame-Wood RoomslnBlock 19 6.3 10 63 ft2 0.23 0.75 0 5 E Exterior Frame-Wood RoomslnBlock 19 68.4 10 684 ft2 0.23 0.75 0 6 S Exterior Frame-Wood RoomslnBlock 19 52.9 12 634.8000 0.23 0.75 0 7 W Exterior Frame-Wood RoomslnBlock 19 35.5 10 355 ft2 0.23 0.75 0 8 E Exterior Frame-Wood RoomslnBlock 19 18 10 180 ft2 0.23 0.75 0 9 S Exterior Frame-Wood RoomslnBlock 19 15 10 150 ft2 0.23 0.75 0 10 W Exterior Frame-Wood RoomslnBlock 19 53.7 10 537 ft2 0.23 0.75 0 11 N Exterior Frame-Wood RoomslnBlock 19 53.5 9 481.5 ft2 0.23 0.75 0 12 E Exterior Frame-Wood RoomslnBlock 19 43 9 387 ft2 0.23 0.75 0 13 S Exterior Frame-Wood RoomslnBlock 19 53.5 9 481.5 ft2 0.23 0.75 0 14 W Exterior Frame-Wood RoomslnBlock 19 43 9 387 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area F - Ft In Ft In 1 N Wood RoomslnBlock 14one 0.460000 6 8 48 ft2 2 E Wood RoomslnBlock one 0.460000 6 8 21.60000 3 W Wood RoomslnBlock qone 0.460000 6 8 21.60000 WINDOWS Orientation shown is the entered Pr ed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC torms Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Tinted) Yes 0.4 0.4 N 18.89999 1.5 ft 0 in 3 ft 0 in HERS 2006 None 2 N 3 Vinyl Double(Tinted) Yes 0.4 0.4 N 32.89999 1.5 ft 0 in 6 ft0 in HERS 2006 None 3 E 5 Vinyl Double(Tinted) Yes 0.4 0.4 N 8.909999 2 ft 0 in 5 ft 0 in HERS 2006 None 4 E 5 Vinyl Double(Tinted) Yes 0.4 0.4 N 42.29999 2 ft 0 in 6 ft 0 in HERS 2006 None 5 E 5 Vinyl Double(Tinted) Yes 0.4 0.4 N 41.25 ft2 2 ft 0 in 6 It 0 in HERS 2006 None 6 S 6 Vinyl Double(Tinted) Yes 0.4 0.4 N 96 ft2 21 ft 0 in 12 ft 0 in HERS 2006 None 7 S 6 Vinyl Double(Tinted) Yes 0.4 0.4 N 140 ft2 20 ft 0 in 12 ft 0 in HERS 2006 None 8 W 7 Vinyl Double(Tinted) Yes 0.4 0.4 N 48 ft2 4 It 0 in 12 It 0 in HERS 2006 None 9 W 7 Vinyl Double(Tinted) Yes 0.4 0.4 N 28.19999 4 It 0 in 5 ft 0 in HERS 2006 None 5/312012 5:28 PM EnergyGaugeO USA-FlaRes2010 Section 4C 5.4.1 Compliant Software Page 3 of 6 WINDOW Orientation shown is the entered,F roposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 10 E 8 Vinyl Double(Tinted) Yes 0.4 0.4 N 48 ft' 2 ft 0 in 10 ft 0 in HERS 2006 None 11 S 9 Vinyl Double(Tinted) Yes 0.4 0.4 N 46.75 ftz 2 ft 0 in 7 ft 0 in HERS 2006 None 12 W 10 Vinyl Double(Tinted) Yes 0.4 0.4 N 59.40000 2 ft 0 in 6 ft 0 in HERS 2006 None 13 W 10 Vinyl Double(Tinted) Yes 0.4 0.4 N 9.449999 2 ft 0 in 4 ft 0 in HERS 2006 None 14 W 10 Vinyl Double(Tinted) Yes 0.4 0.4 N 18.89999 2 ft 0 in 4 ft 0 in HERS 2006 None 15 N 11 Vinyl Double(Tinted) Yes 0.4 0.4 N 92.75000 2 ft 0 in 7 ft 0 in HERS 2006 None 16 E 12 Vinyl Double(Tinted) Yes 0.4 0.4 N 12.5 ftz 2 ft 0 in 7 ft 0 in HERS 2006 None 17 S 13 Vinyl Double(Tinted) Yes 0.4 0.4 N 111.3000 2 ft 0 in 6 ft 0 in HERS 2006 None 18 W 14 Vinyl Double(Tinted) Yes 0.4 0.4 N 37.10000 2 ft 0 in 6 ft 0 in HERS 2006 None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 2024.54 111.144 209.024 0.34127 6.29523 2 BySpaces Proposed SLA 0.000360 715.768 39.2947 73.8995 0.34127 5.66571 3 BySpaces Proposed SLA 0.000360 1828.13 100.362 188.746 0.34127 5.66571 HEATING SYSrfficiency # System Type Subtype Capacity Block Ducts 1 Electric Heat Pump None :8 48 kBtu/hr 1 sys#1 2 Electric Heat Pump None I ISPF:8 18 kBtu/hr 2 sys#2 3 Electric Heat Pump None I ISPF:8 42 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Ef iciency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SER: 13 48 kBtu/hr 1440 cfm 0.75 1 sys#1 2 Central Unit Split S R: 13 18 kBtu/hr 540 cfm 0.75 2 sys#2 3 Central Unit Split S R: 13 42 kBtu/hr 1260 cfm 0.75 3 sys#3 HOT WATER SYS EM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.5428 1 gal 80 gal 120 deg None SOLAR HOT WATER E YSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None fN 5/31/2012 5:28 PM EnergyGauge®USA-FlaRes2010 Section 40 .4.1 Compliant Software Page 4 of 6 DUCTS F —Supply— —Return— Air Percent HVAC# # Location R-Value Area Location Area Leakag e Type Handler CFM 25 Leakage QN RLF Heat Cool 1 RoomslnBlock 6 241 ft2 RoomslnBlock 80 ft2 DSE 0.88 RoomslnBlo0.0 cfm 0.00% 0.00 0.60 1 1 2 RoomslnBlock 6 110 ft2 RoomslnBlock 60 ft2 DSE 0.88 RoomslnBlo0.0 cfm 0.00% 0.00 0.60 2 2 3 Attic 6 410 ft2 Attic 100 ft2 DSE 0.88 RoomslnBlo0.0 cfm 0.00% 0.00 0.60 3 3 TEMPERATUF ES Programable Thermostat: None Ceiling Fans: Cooling Jan X Feb Mar X r Ap Ma X Jun X Jul X Aug Se Oct lt X Nov Dec Heating Jan XFeb [X�Mar tX� pr lX� y f X� g 1Venting Jan [X Feb X Mar X APr X Ma [X]Jun X Jul X Au X Se X Oct X Nov IXXI Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/31/2012 5:28 PM EnergyGauge®USA-FlaRes2010 Section 40!.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Complince Checklist Florida Department of Business an Professional Regulations Residential Whole Building P rformance Method ADDRESS: 330 Country Club Ln. PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY-See individualco a sections for full details. COMPONENT SECTION SUMMARY OF REQ IREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,we herstripped or otherwise sealed. Recessed lighting IC-rated as eeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testini or visual inspection required. Fireplaces: gasketed doors& utdoor combustion air. Must complete envelope leakage report or vi ually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall te provided for each separate heating controls and cooling system. Where fo ced-air furnace is primary system, programmable thermostat is r quired. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter b xes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. X 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical ipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker FX (electric)or shutoff(gas). Circ lating system pipes insulated to= R-2+ accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall notexceed the minimum ASHRAE 62 level. No make-up air from attics, cr wlspaces, garages or outdoors adjacent X to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have v por-retardant covers or a liquid cover or other means proven to reduce ieat loss except if 70%of heat from site-recovered energy. Off/tim r switch required. Gas heaters minimum thermal efficiency=7 (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment effi 'ency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Eleciric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/31/2012 5:28 PM EnergyGaugeQl)USA-FlaRes2010 Section 4 5.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMA CE LEVEL (EPL) DISPLAY ARD ESTIMATED ENERGY 7RF0 RMANCE INDEX* = 76 The lower the EnergyPerFormance Index, the more efficient the home. 330 Country Club Ln., Atla itic Beach, FL, 1. New construction or existing New(From Plans) 9. all Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 5215.60 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10.C ening Types Insulation Area a. Jnder Attic(Vented) R=30.0 2903.00 ft2 6. Conditioned floor area(ft2) 4838 b. Knee Wall(Vented) R=19.0 114.00 ft' 7. Windows" Description Area c. /A R= ft2 a. U-Factor: Dbl, U=0.40 892.61 ft2 11. C icts R ft2 SHGC: SHGC=0.40 a. up:RoomslnBlockl,Ret:RoomslnBlock1,AH:Ro 6 241 b. up: RoomslnBlock2,Ret:RoomslnBlock2,AH:R 6 110 b. U-Factor: N/A ft2 c. up:Attic,Ret:Attic,AH:RoomsInBlock3 6 410 SHGC: 12. ling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. entral Unit 48.0 SEER:13.00 SHGC: b. entral Unit 18.0 SEER:13.00 d. U-Factor. N/A2 c. entral Unit ft 42.0 SEER:13.00 SHGC: 13. H NAing systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 7.008 ft. a. Dectric Heat Pump 48.0 HSPF:8.00 Area Weighted Average SHGC: 0 400 b. Electric Heat Pump 18.0 HSPF:8.00 C. Electric Heat Pump 42.0 HSPF:8.00 8. Floor Types Insulation Area 14. H water systems a.Slab-On-Grade Edge Insulation R=0.0 2902.00 ft2 a. ropane Cap: 1 gallons b. Floor Over Other Space R=0.0 1936.00 ft2 EF:0.54 c.N/A R= ft2 b. Conservation features None 15.C edits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) .�aFTttEsrg7� in this home before final inspection. Otherwise, a new EPL Display Cad will be completed based on installed Code compliant features. Builder Signature: �� Date: Address of New Home: City/ L Zip:A1(�;Z-6--J, CL �,t, 3z23g �O° *Note: This is not a Building Energy Rating. If your Index is belo 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 4C 5.4.1 Compliant Software -wri htsoftProject Summary Job: 9 1St Floor Date: By: M.Ellis Energy Design Systems, Inc. Project • • For. Parker 330 Country Club Ln.,Atlantic Beac h, FL Notes: Front door faces N Desiqn Information Weather. Jacksonville, InV1 AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Out ide db 93 OF Inside db 72 OF Insi a db 72 OF Design TD 40 OF De -gn TD 21 OF Dai range M Rel five humidity 50 % Moi ture difference 58 gr/Ib Heating Summary S Dnsible Cooling Equipment Load Sizing Structure 29609 Btuh St -lure 20292 Btuh Ducts 15243 Btuh Duc s 19815 Btuh Central vent(71 cfm) 0 Btuh Ce ral vent(71 cfm) 0 Btuh Humidification 0 Btuh BloN er 0 Btuh Piping 0 Btuh Euiment load 44852 Btuh Use manufacturer's data n Rat /swing multiplier 0.98 Infiltration Equ pment sensible load 39144 Btuh Method Simplified atent CoolingEquipment Load Sizing Construction quality Average Fireplaces 0 Stru ure 2757 Btuh Duc s 3659 Btuh Heating Cooling Cen ral vent(71 cfm) 0 Btuh Area(ft2) 2144 2144 Equ pment latent load 6416 Btuh Volume(ft') 21440 21440 Air changesthour 0.29 0.15 Equ pment total load 45560 Btuh Equiv.AVF(cfm) 103 55 Heating Equipment Summary Cooling Equipment Summary Make n/a Mak n/a Trade n/a Tra n/a Model n/a Con n/a Coil n/a EfficienEffic en Heating Input n/a Sen ible cooling 0 Btuh Heating output 0 Btuh Late it cooling 0 Btuh Temperature rise 0 OF Tota cooling 0 Btuh Actual air flow 0 cfm Actu I air flow 0 cfm Air flow factor 0.000 cfm/Btuh Air fl w factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Statit pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �+� 'd- wrightsoft RightSuRe Residential 6.0.119 RSR29784 2012-May-31 17:23:42 IILC.P� E:\EDS\Cunent\Residential Manual J\Parker,330 Country Club Ln,Atlantic Beach.rrp Calc MJS Page 2 - - wrightsoft- Project Summary Job: Master Date: By: M.Ellis Energy Design Systems, Inc. Project Information For. Parker 330 Country Club Ln.,Atlantic Beac FL Notes: Front door faces N Desicin Information Weather. Jacksonville, Int'I AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Out ide db 93 OF Inside db 72 OF Insi a db 72 °F Design TD 40 °F De gn TD 21 °F Dail range M Rel five humidity 50 % Moi ture difference 58 gr/Ib Heating Summary S nsible Cooling Equipment Load Sizing Structure 13428 Btuh Stru ure 9436 Btuh Ducts 3063 Btuh Duc s 4594 Btuh Central vent(25 cfm) 0 Btuh Cen ral vent(25 cfm) 0 Btuh Humidification 0 Btuh Blo er 0 Btuhp g 0 Btuh Equipment load 16491 Btuh Usemanufacturer's data n Rat swing multiplier 0.98 Infiltration Equi meet sensible load 13693 Btuh Method Simplified Latent Coolin E Construction quality Average g quipment Load Sizing Fireplaces 0 Structure 1405 Btuh Duct 653 Btuh Heating Cooling Cent al vent(25 cfm) 0 Btuh Area(ft-) 758 758 Equipment latent load 2058 Btuh Volumeft' Air changes/hour 0538 0.20 Equipment total load 15751 Btuh Equiv.AVF(cfm) 48 26 Heating Equipment Summary Cooling Equipment Summary Make n/a Mak n/a Trade n/a Trad n/a Model n/a Con n/a Coil n/a Efficiency n/a Effici ncy Heating input Sens le cooling 0 Btuh Heating output 0 Btuh Late cooling 0 Btuh Temperature rise 0 F Total ooling 0 Btuh Actual air flow 0 cfm Actu air flow 0 elm Air flow factor 0.000 cfm/Btuh Air fl factor c Static pressure 0.00 in H2O Static0.000 cfm/Btuh H2O pressure 0.00 in Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requir ments of Manual J 8th Ed. AMAd- wrightsaft RightSuite Residential 6.0.119 RSR29784 E:\EDS\Current\Residential Manual J\Parker,330 Country Club Ln,Atlantic Beach.rrp Calc= L4,18 2012-May-31 17:23:42 Page 3 wri htsoft� Project Summary Job: 9 2nd Floor Date: By: M.Ellis Energy Design Systems, Inc. Project • • For. Parker 330 Country Club Ln.,Atlantic Beach, FL Notes: Front door faces N Design Information Weather: Jacksonville, Int'I AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Out ide db 93 of Inside db 72 °F Insi a db 72 OF Design TD 40 OF De gn TD 21 OF Dail range M Rel tive humidity 50 % Moi ture difference 58 gr/Ib Heating Summary S Drisible Cooling Equipment Load Sizing Structure 13378 Btuh Str ure 15358 Btuh Ducts 6887 Btuh Duc s 14997 Btuh Central vent(65 cfm) 0 Btuh Ce ral vent(65 cfm) 0 Btuh Humidification 0 Btuh Blo er 0 Btuh Pi i 0 Btuh Equipment load 20265 Btuh Use manufacturers data n Rat /swing multiplier 0.98 Infiltration Equ men?sensible load 29627 Btuh Method Simplified atent Coolin E ui m Construction quality Average g q p ent Load Sizing Fireplaces 0 Stru ure 3180 Btuh Duc s 3304 Btuh Heating Cooling Cen ral vent(65 cfm) 0 Btuh Area(ftZ) 1936 1936 Equi ment latent load 6484 Btuh Volume(ft') 19360 19360 Air changesthour 0.23 0.12 Equi Dment total load 36112 Btuh Equiv.AVF(cfm) 75 40 Heating Equipment Summary Cooling Equipment Summary Make n/a Mak n/a Trade n/a Trad n/a Model n/a Con n/a Coil n/a EfficiencyEffici Input n/a Sen -n cooling 0 Bt h Heating output 0 Btuh Late t cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actu I air flow 0 cfm Air flow factor 0.000 cfm/Btuh Air fl w factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Stati pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requir ments of Manual J 8th Ed. ti -40- vvriightsoft RightSuite Residential 8.0.119 RSR29784 2012-May-31 17:23:42 EAEMCurrent\Residential Manual AParker,330 Country Club Ln,Atlantic Beach.rrp Calc=MJ8 Page 1 Page 1 of 2 Equipment Summary Sheet Job Name: Parker Residence Address: 330 Country Club Ln., Atlantic Beach Builder: Zone: Zone 1 — 15t Floor Main Livin Equipment Brand: Carrier Air Handler Model Number: 25HCB348 Condenser Model Number: FB4CNF048 Total Cooling Capacity in BTUs: 46,000 Total Sensible Capacity in BTUs: 32,200 Total Heating Capacity in BTUs: 48,500 SEER: 13 HSPF: 8 Zone: Zone 2— Master Suite Equipment Brand: Carrier Air Handler Model Number: 25HCB318 Condenser Model Number: FB4CNF018 Total Cooling Capacity in BTUs: 17,200 Total Sensible Capacity in BTUs: 12,040 Total Heating Capacity in BTUs: 17,400 SEER: 13 HSPF: 8 Page 2 of 2 Equipment Summary Sheet Zone: Zone 3— 2"d Floor Equipment Brand: Carrier Air Handler Model Number: 25HCB342 Condenser Model Number: FB4CNF042 Total Cooling Capacity in BTUs: 41,000 Total Sensible Capacity in BTUs: 28,700 Total Heating Capacity in BTUs: 41,000 SEER: 13 HSPF: 8 l '`"a�O�YII�tfCI�.'tT:iEiIi "R"^'!RT"9'ra"•"�rtA11k"^ ..`Y3.Y"Wv+"IrWe3WxWgr#te p}'^' First Coast Custo r�ra +mv"^ rwr Job#: J-12-0206 k File#: ** COPY Salesman: Scot Burney Designer Joseph Parker to g BuildingSupplies Job: Jacksonville,Florida3225 jaxtruss@mbs-corp.com Date: 5/11/2012 Phone:(904)2 8-8225 ' Fax:(904)260-2981 Parker Res. Del.Date: 330 Country Club Lane Atlantic Beach FL Cover Sheet Truss Level pF,al,M,tnr M.r.lrr. "ooffruss Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 4 14'06"08 F11 0/0 00'001,00 2x4 02'07"00 00'001,00 2.4 2 14'06"08 F12 0/0 00'001,00 2x4 02'07"00 00'001,00 2x4 WoodFloor •htia I,Q,aaua nM.r.lrr. Qty Span Description Pitch OHL TC Size Truss O/A Height _ TC/BC OHR BC Size 28 11'04"08 F1 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 ` 20 18'03"08 F2 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 8 18'03"08 F3 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 17 10'07"00 F4 0/0 00'001'00 4x2 01'02"00 00'001,00 4x2 3 10'07"00 F5 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 1 10'.07"08 F6 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 3 10'07"08 F7 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 4 10'07"08 F8 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 10 14'11"00 F9 0/0 00'001,00 4x2 01'02"00 00'001,00 4x2 3 14'06"00 F10 0/0 00'001,00 4x2 01'05"00 00'001,00 4x2 IfomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 Job#: J-12-0206 Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size Trusses: 223 Hangers: 44 Jacks: 193 Beams- 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 416 Rim Board: 0 HOmeBASE by Alpine Engineered Products,Inc. Page 2 Of 2 Job#: J-12-0206 Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size Trusses: 223 Hangers: 44 Jacks: 193 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 416 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 - F ITW BuildingC m orient _ FILE COPY 1950 Marley Di"ve Haines City,FL 33844 �S Florida Engineering Certi icate of Authorization Number:0 278 * � Florida Certificate of Product Approval#FL 1999 - Page 1,of l Doct.ment ID:ILTLY15I-ZO309094407 TrussFabricat°r: Manning Building Supply_o Jacksonville, Inc. * µ f { Job Identification: J-12-0206--First Coast Cu tom Homes Parker Res. 330 Count Cl�ib,.' 3 330 0 ty s Truss Count: 12 Model Code: Florida Building Code 2001 and 2006 Supplement fid'• ° ,. Q`•.� �. Truss criteria: FBC201ORes/TPI-2007(STO) Engineering Software: Alpine Software,Version-1 .03. strutturalEngineerofP—rd: The identity of the structural EOR did not exist as of 0 Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof N/A Floor 55,0 PSF @ 1.00 Duration Wind No Wind Notes: 1'. Determination as to the suitability of thesE truss components for the DougWi Fleming structure is the responsibility of the building designer/engineer of -Truss Des i$nEngineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nus h the date shown 1960 Marley Drive on the individual truss component drawing.. Haines City; rive FL 3. The loads indicated on all referenced gir consistent with the truss layout provided by Manning Building Supply of Jacksonv ve referenced ,job identification. Loads G applied by non-truss elements and ba be reviewed and approved by the EOR/building designer. 4; As shown on attached drawings; USR151 r Dotails: EJCORNER-STRBRIBR 4 1 0 4 1 0 4 - 1 0 10 45505-410 12130016 05/09/12 11 45506-411 12130017 05/09/12 , 12 45507-412- "12130018 05/09/12 ITW Building Components Group, Inc. """"""""w 1950 Marley Drive Haines City,FL 33844 rQ j Florida Engineering Certil icate of Authorization Number:0 278 �•,.�`�+� •. S:' Florida Certificate f Product Approval#FL 1999 I` .��Yv se % t M Page 1 of 1 Docuu ient ID:lUMA151-ZO621155325 s Truss Fabricator: Nanning Bu i I d i ng Supply of!i Jackson i 1 I e, Inc. Job Identification: J-12-0206--First Coast Cus om Hems -1st Coast Custo®•Park R �336 � untry Truss Count: 4 . Model Code: Florida Bu i 1 d i ng Code 2004'and 2006 Supp 1 event •••• L •d Truss criteria: FBC201ORes/TPI-2007(STD) �F�+S/''•••� Engineering Software: A I p i ne Softwre,Version 10 03. ryJ► t jQ,��.Q�.„�t�� Structural Engineer of Record: The i dent i ty Of the struct ra l EOR did not exist as Of �SfLTR�i1 Z' Address: the seal date per section 1015-31.003(5a) of the FAC Minimum Design Loads: Roof - N/A Floor - 55.0 PSF 0 1.00 Du ation find - No Wind Notes: 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility of the build ng designer/engineer Of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet Mist ntch the date shorn 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Nanning Building Supply of Jacksonville, me. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shorn on attached drawings; the drawing nimber is preceded by: NCUSR151 Details: EJCORNER-STRBRIBR- #_ Ref_ Descr t l o_n_ Drawing#_ Date_ 1 10488--F1 12142212 05/21/12 2 10490-42 12142213 05/21/12 3 10491-43 12142214 05/21/12 4 10492-44 12142050 05/21/12 �I 0) N N CD N O vl d• t— N I'' N O \_ NLL1 CV CL r Lo m to I Ln Q if U) m o a W (W 0LUVm=i p F-N W 1' Z I j I _ J� VCA t"• 1 1 LL W LL H °Tir LV O LIJ W C Uf W N .—;. B0 O S LA LL n w LL U- LL LL u L. a a a a a .e C O. 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RES SF DISTRICT Application valuation . . . . 500000 --------------------------------------- ------------------------------------ Application desc NEW HOME --------------------------------------- ------------------------------------- Owner Contractor PARKER EARL W JR & LEYA M FIRST COAST CUSTOM HOMES INC 505 BASSWOOD CT 12627 SANJOSE BLVD # 302 ST JOHNS FL 32259 JACKSONVILLE FL 32223 (904) 813-3471 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE -A Occupancy Type . . . . . . RESID NTIAL Flood Zone . . . . . . . . ZONE ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . ASHLEY PLUMBING CO INC Permit Fee . . . . 272 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/05/13 Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 qATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL /C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO JERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHA L BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCIE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE1D *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cle nouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. PERMIT ISQ191bNMU1%tA(t0RIIAq'VUTA t itdII'AP-8F' NAQ11kC Z%tftffl4fttw- S HE FLORIDA BUILDING CODES. CIT'Y OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000696 Date 8/09/12 --------------------------------------- ------------------------------------- Special Notes and Comments with metal lid. Clenaout to be set to grade and visible. A reduced backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of th results sent to Public Utilities . If on-site storage is required, alpost construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obt�ined for pavers in the right-of-way. i A Revocable Encroachment Permit mast be obtained for pavers in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Rea co, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 4 . 08 STALE PLBG DBPR SURCHARGE 4 . 08 Fee summary Charged aid Credited Due Permit Fee Total 272 . 00 272 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 8 . 16 8 . 16 . 00 . 00 Grand Total 280 . 16 280 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF XTLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT kPPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd.Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (9iO4) 247-5845 �® JOB ADDRESS: 6" e1✓6 PERMIT# /?--0000 0 6 94 NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub �_ S ptic Tank& Pit Clothes Washer �_ S lower Dishwasher �_ S lower Pan Drinking Fountain Sop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs urinal Kitchen Sink �_ Vacuum Breakers Laundry Tray _� ater Connected Appliances Lavatory 9 Water Heater Other Fixtures6b-�ttq , ater Treating System L RE-PIPE: TYPE OF FIXTURE QTYYPE OF FIXTURE QTY Bathtub eptic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountainlop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray ater Connected Appliances Lavatory ater Heater Other Fixtures ater Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads Well ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work i suspended or abandoned"for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authori to violate the provisions of any other state r local law regulation construction or the performance of construction. Property Owners Name /' Phone Number v7s�-2---? 1 Plumbing Company A,>1le4-7;dC Office Phone ]0'��J.'g Fax :Y99- '0s S Z- Co. Address: M0 M&J City State P/ Zip ]>'?V 1 License Holder(Print): ve& A�4�a_ State Certi Ication/Registration# 05'7lo'� Notarized Signature of License Holder Sworn and subscribed befor$ me this day of 20 Signature of Notary Public 0 0 ;. r 1 o \c o o c, -i c rr cn c-rp to w. 4 C"y b D V 0 0 CL n � O O O Q 'G n N N N b a O' n tD X X x it C' J W � m (D EDX O (D f7(D V-p'O N n 0' C CD n O (D N N N )> c* V N CJ e'r rt ? 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O O HO E •/I�) N s �•.� �.• _. 00 2[1d � �y. ,• =rLn rD CL J m CD /�w•••..Nso O Z z N N o N R d 5.0- O-h0 d N O v 0 Z D < io r m OCIO N �• ry - C O C) C) C) C) T O < D -i r CD 0 r o o m T r r r r r O N N A CSl O cri O O CD N o _ s D 0 0 0 0 0 0 0 v v v -v v CD c L/) V) V � ID I ID s _ m � _ Z N O O m O O � � --AT , T 3 z m m °J Cp � Z s N A s C ;0 (D N lD C 'O V Ln v '-- < w o _ O r 0 A m cn O o N O W m V m 51 "Ll sr P 'Ll R s ?vrc, � I i \\\ CI A T) L Vr ril� L-1 71 TT I> 113 El Tj ITI II Tj El 0'l Li r-J FI'I 1� I F" T, cc) L TJ G U i,FTI F 01) 49 Z �F- D,- Aj Fr i- F- J, I> T1 I > -Tr Fj m 71 -1-1 F71 E:I L I DSD -I , ( I� < 7 IT TI v I> 0, no P F LE COPY t ITW Building Com 18"W'94%, A 1950 Marley Drive Haines Ci ,FL 33844 ' ��•••" `1/ rr�ri� Florida Engineering Certificate of Autho nation Number:0 278 A•'•• �/ Florida Certificate of Product App oval#FL 1999 ! ti�` • P , Page 1 of I Document IMILJLY 51-ZO409095924 •+� - • cr�7fl i Truss Fabricator: Manning Building Supply of Jacksonville, Inc. .rob Identification: J-12-0206--First Coast Custom Homes arker Res. 330 Cou %Nkllubg t ntry Truss Count: 27 4 !•r Model code: Florida Building Code 0,� 6; tt ,.',`.1�► Truss Criteria: FBC201ORes/TPI-2007(STD) ��+`""' "• '! Engineering software: Alpine Software,Version 10.03. ONAI, Structural Engineer of Record: The identity of the structural EOR di not exist as of o Address: the seal date per section 61G15-31.00 (5a) of the FAC Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration Floor N/A Wind 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss comp nents, for the William H.Krick , structure` is the responsibility of the building designe /engineer of -Truss Design Engmeer- record, a',s defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mds h t e date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 E 3. The loads, indicated on all referenced,gir consistent with the truss layout provided by Manning Building Supply of Jacksonv ve referenced job identification. Loads applied by non-truss elements and ba be reviewed and approved by the EOR/build,ing designer. 4. As shown on attached drawings; USR151 Details: EJCORNER-14015EC1-GBLL { 4 13 0 � i 0 / 4 1 0 4 1 0 / 10 45519=-E3 1 130028 05/09/12 it 45520--E4 1 130029 05/09/12 12 45521--E5 1 130030 05/09/12 13 45522--E6 1 130031 05/09/12 14 45523--J1 1 130032 05/09/12 15 45524--J2 1 130033 05/09/12 16 45525--J3 1 130034 05/09/12 17 45526--J4 1 130035 05/09/12 18 45527--J5 1 130036 05/09/12 19 45528--J6 1 130037 05/09/12 20 45529--J7 1 130038 05/09/12 21 45530--J8 1 130039 05/09/12 22 45531--J9 1 130040 05/09/12 23 45532--J10 1 130041 05/09/12 24 45533--J23 1 130042 05/09/12 25 45534--J24 1 130043 05/09/12 26 45535--J25 1 130044 05/09/12 27 45536--J26 1 130045 05109/12 II i�c��r. �`� Job Infoxmatto>I>G'•: ';:_.: First Coast Custom Homes Job#: J-12-0206 File#: Salesman: Scot Burney Designer: Joseph Parker Manning Buildin Supplies 1440#- n Job; @mbs-corp.com Jacksonville,Floda 32256 Phone:(904)268-8225'xFas (904)260-2981 Date: 5/11/2012 Parker Res. Del. Date: 330 Country Club Lane Atlantic Beach FL Cover St eet Truss Level ipw::r.mN /•phl lY1 aM.r.Irr. o o ff russ Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 16'05"00 Al 6.00/0 0900"00 2x4` 04'09"04 09001,00 2x4' 9 16'05"00 A2 6.00/0 00'001,00 2x4 05'01"03 00'001,00 2x4 21 16'05"00 A3 6.00/0 00100"00 2x4 05'01"03 00100"00 2x4 1 19'00"00 A4 6.00/0 00'001,00 2x4 05'01"03 00'001,00 2x4 6 19'00"00 A5 6.00/0 0900"00 2x4 05'01"03 0900"00 2x4 1 19'00"00 A6 6.00/0 00'001,00 2x4 04'09"04 00'001,00 2x4 1 16'05"00 A7 6/0 00100"00 2x4 ' 04'09"04 00'001,00 2x4 1 35'11"00 E1 6.00/0 02'00"08 2x4 11'11"01 02'00"08 2x10 11 35'11"00 E2 6.00/0 02'00"08 2x4 12'03"00 02,00"08 2x4 2 35'11"00 E3 6 /0 02'00"08 2x4 12'03"00 02'00"08 2x10 1 35'11"00 E4 6 /0 02'00"08- 2x4 12'03"00 02'00"08 2x10 1 35'11"00 E5 6.00/0 02'00"08 2x4 11'11"01 02'00"08 2x10 5 06'05"08 E6 6 /0 01'04"00 2x4 02'07"05 01'04"00 2x4 11 01'001,00 11 6.00/0 00'001,00 2x4 0010"03 00'001,00 2x4 4 03'00"00 J2 6.00/0 00'001,00 2x4 01'10"03 00'001,00 2x4 4 05'00"00 J3 6/0 00'001,00 2x4 02'10"03 00'001,00 2x4 HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 Job#: J-12-0206 Qty Span Description Pitc I OHL TC Size Truss O/A Height TC/1 C OHR BC Size 4 06'00"00 J4 6/0 00'001,00 2x4 03'04"03 00'001,00 2x4 2 08'05"01 J5 4.24/0 00100"00 2x4 03'03"14 00'001,00 2x4 7 03'00"00 J6 6.00/0 00'001,00 2x4 01'10"03 00'001,00 2x4 7 05'00"00 J7 6/0 0900"00 2x4 02'10"03 0900"00 2x4 9 06'00"00 J8 6/0 00'001,00 2x4 03'04"03 00'001,00 2x4 4 08'05"01 J9 4.24/0 0900"00 2x4 03'03"14 0900000 2x4 1 02'05"00 J10 6.00/6.0 00'001,00 2A 02'07"11 00'001,00 2x4 8 0011"08 J23 6.00/0 02'00"08' 2x4 03'09"00 00'001,00 2' 8 02'11"08 J24 6/0 02'00"08 2x4 04'09"00 00'001,00 2x4 28 03'10"12 J25 6.00/0 02'00"08 2x4 05'02"10 00'001,00 2x4 IK 4 05'05"06 J26 4.24/0 02'10"10 2x4 05'02"06 00'001,00 2x4 Qty Description 32 HTU26 -- Trusses: 223 Hangers: 44 Jacks: 193 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 416 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. 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O � �� r � N t0 m m m m m m ni �o t S3- �i ioam u z. .-. .-. ecu mmu� U: (n m E d m v vd vu v Qio dao O Z d # L L N b Rl - W ZS M , n .� (iJ (`o S n m ) a N m 8 (`"l '� N CJ a : W d # +, ik # # L, # .yam � a # # # y U v: � (n v; # L7 i d- - - ` 3 U I p —J L L C L__ [1_ L_ J k N ° LL � Lam_ ELCl L( Ll- Q) L � _ N N v °1 a i v w s o o C7 11) • t7� a n G c s v v aIwo v i c c � S > C U y U a U 1 VJ LJU y�ID )�� . <�� mil".� J - \, >tder. �abIat>!4 First Coast Custom Homes Job#: J-12-0206 File#: Salesman: Scot Burney Designer: Joseph Parker Manning B u i Id i n S u p p l iesortta�,r�i3t�ueryatie'. Job- Jacksonville,Florida 32256 jaxtrus @mbs-corp.com Date: 5/11/2012 Phone:(904)268-8225 * Fax (904)260-2981 Parker Res. Del.Date: 330 Country Club Lane Atlantic Beach FL Cover St eet Truss Level 1.M,..,. m.r..i... Wooffruss Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 18 06'10"08 B1 __ 6.00/0 02'00"00 2x4 05'03"15 00100"00 2x4 2 43'00"00 Cl 6.00/0 1 00'001,00 2x4 10'09"04 00'001,00 2x4 13 43'00"00 C2 6/0 00'001,00 2x4 11'01"03 00100"00 ' 2x4 1 19'00"00 D1 6/0 00'001,00 2x4 04'09"04 00'00"00 2x4 9 16'05'00 D2 6/0 00'001,00 2x4 05'01"03 00'001,00 2x4 2 16'05"00 D3 6 /0 00'001,00 2x4 05'01"03 00'001,00 2x4 1 16'05"00 D4 6/0 00,001,00< 2x4 04'09"04 00,001,00 2x4 14 01'001,00 J11 6.00/0 00'001,00 2x4 00'10"03 00'001,00 2x4 10 03'00"00 J12 6.00/0 00'001,002x4�J 01'10"03 00'001,00 2x4 8 05'00"00 J13 6/0 00'001,00 2x4 02'10"03 00'001,00 2x4 8 07'00"00 J14 6.00/0 00'001,00 2x4 03'10"03 00'001,00 2x4 28 08'00"00 J15 6/0 00'001,00 2x4 04'04"03 00'00"00 2x4 1 11'03"00 J16 4.24/0 00'001,00 2x4 04'03"14 00'001,00 2x4 3 11'03"00 J16 4.24/0 00'001,00 2x4 04'03"14 00'001,00 2x4 4 03'00"00 J17 6.00/0 00'001,00 2x4 01'10"03 00'001,00 2x4 6 05'00"00 J18 6 /0 00'001,00 2x4 02'10"03 00'001,00 2x4 HomeBASE by Alpine Engineered Products,Inc- Page 1 of 2 Job#: J-12-0206 Qty Span Description Pitn h OHL TC Size Truss O/A Height TC C OHR BC Size 2 07'00"02 J19 4.24/0 11 00'001,00 2x4 02'09"14 00'001,00 2x4 6 05'00"00 J20 6/0 00'00"00 2x4 02'10"03 00'001,00 2x4 1 07'00"02 J21 4.24/0 00'001,00 2x4 02'09"14 00'001,00 2x4 1 03'04"04 J22 4.24/0 00100"00 2x4 02'09"14 00'001,00 2x4 Qty Description 12 HTU26 Trusses: 223 Hangers: 44 Jacks: 193 Bums: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 416 Rim Board: 0 omeBASE by Alpine Engineered Products,Inc. P89@ 2 Of 2 !RN^�Ci i'-t/•'71('M.$!�1''f!gT.f$'sT'.h;(;!�.+�gr. W Building Components Group, Inc. 1950 Marley Drive Haines Cil y,FL 33844 t �� ry� FILE Florida Engineering Certificate of Autho tionNumber:0 278 �•�• 9 r_ Florida Certificate of Product Ap val#FL 1999 �� S�• �� i � , Page I of 1 Document ID:IULY 5 1-205 09 100308 �� Truss Fabri°ator: Manning Building Supply of Jacksonville, Inc. * ! S Job Identification: J-12-0206--First Coast Custom Homes -Parker Res.. 330 COU r lub , C"' . ntry Truss Count: 20 Model Code: Florida Building Code Truss Criteria: FBC201ORes/TPI-2007(STD) •••.N,►�''� `� Engineering Soft--: Alpine Software,Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of o Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design'Loads: Roof 37.0 PSF @ 1.25 Duration Floor N/A Notes:.... Wind 130 MPH ASCE 7-10 -Closed 1. Determination as to the suitability of these truss components for the William H.Krick structure.is the responsibility of the building designer engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mus h th date shown 19so1v18r1eynrive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced gir consistent with the truss layout provided by Manning BuildingSupply of Jacksonv ve referenced ,lob identification. Loads t applied by non-truss elements and ba be reviewed and approved by the { EOR/building designer. 4. 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