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Sea Oats Drive 1821 a v B (sach 0o 0an us _ Cower P ROJ ECT DATA 901- 1 1 1141' NEW STAIR LOCATION TITLE SHEET FOR THE CITY OF ATLANTIC BEACH o SQUARE FOOTAGE INFORMATION aao ,may I CONDITIONED SPACE FIRST FLOOR: 1548 SQ. FT. 0 N 101 PRO ECT -CONDITIONED SPACE SECOND:FLOOR: '1388 SQ. FT. � 'Col� iPORCI"1 �, ■ LOCA ION - UNCONDITIONED SPACE: 471 SQ. F.T A ■4 UENCLOSED SPACE: 000 SQ. FT. rn w `v - LOTAREA: 8976(EXCLUDING WETLANDS AND BODIES O:E Vi{VATER) J 1 1 9 - IMPERVIOUS AREA: 2865 SQ. FT. �- o • cv 'o - PERCENTAGE OF LOT COVERED: 31 +-lo 1= 120 wo 1 �s lo STRUCTURE HEIGHT AND NUMBER OF STORIES V m • 1 1 0MEAN ROOF HEIGHT:28' w I ♦s NUMBER OF STORIES:2 1 _ ADDITION _ i-285 1 MATERIAL INFORMATION N 1 D N "' i s ROOFING (MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 1P, w V) o� FLORIDA BUILDING CODE). 04 ROOF UNDERLAYMENT:ATSM 4869 TYPE 1 ROOF FLASHING: 26 GAUGE MATERIAL FOR DRIP,RAKE, CXP,AND VALLEY I I - ROOF MATERIAL: i7 G/'`T /'` A T 1 t h A A - FAvTEP�IIk'iG: REFER TV STRUCTURAL S1-1E€TV 0 PRO L_k•, I I�Ok_lt I I`10N ivi hl� {+ �C INDICATES PROJECT LOCATION TYPE OF CONSTRUCTION • EXISTING EXISTING -TYPE v -UN-PROTECTED • State } - UNSPRINKLED LI .�. 20.3of Florida 17 WIND ZONE INFORMATION ° —Borne Debris Region REFER TO STRUCTURAL DRAWING FOR Wind ZONE 1NFOWATION '°, PROJECT LOCATION _ '' • 4 !.`. l 1 / APPROXIMATELY 400 FEET FROM THE COASTAL C UCTION ,e a. '°` ♦ + ROM, LISTING ATTATCHMENTS ° • r• (�,I • . • , N �' I 1. ENERGY CAL. t,JLATIONS •a. qd Nba PROJECT 2. TRUSS • o a. , . ' '� .R LOCATION 140 7ZUl PROJECT Sr-OPE ,o • . a °. ti 1 �° wm x ADDITION TQSIN LE FAMILY DWELLING . _.._._ . . _ . _ . 0091"-bor" f Deb/ OCCUPANCY CLASS Wind . RESIDENTIA+GR a t1P • ° • a ,Q` R3 , w. ,ao rnph& � ION(ASCE -96l e �� w 17/ • ? L�J L_ l— (AS mmph1 nnle of t FOUNDAT4OTE CD A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE (ASCE� ) 1 SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR SEA WADS DRI VE 1 mile of Coast(Exception) h H. j ALL PROPERTY( MARKERS SHALL BE EXPOSED AND STRING STRETCHED .8 FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS Basic Wind Speed Section 705.6.3 requires that all nonfire rated assembly penetrations to be fi ii ttaturrrsnorrir,aia�sf#m 3 Q Woods* p"hour(oph)eMr 000mJafx a stopped to prevent the passage of flames and hot gases,Tthe material used for this J ITELA crourlrWeAosu►eeGaiFyo> `'MTW purpose is not further identified in the code. it is the policy of the Building Inspection 2)Trls.mwraacwmtalaThe+ounly ' O ', «rq , Division that this material must meet the re uirements of ASTM E-136 or ASTM estaqush cpea�fic Vv�nd speudtw�nd-t,or*+e d5tuis i4te� i , �,' SCALE• 3/32" 1 i 4 OW*W1anct,W4%:au0.ift Niarmadrh,;4Pa , E-814. This applies to both residential and commercial construction dvw%.enc shc+eepoas $)I*wWs*W cdstM am":out Ow 46M*04419'"l s 7 s• y LL96Ow,blS%*44pwd G7 dout 6f ft Q*"of*& , aSp)eoM�o,.�u7.n.ts...r�tous beyrraSbahti,pexi..y.e�s,.oco.ydr+pronroniss cand,t= -•� ... of Atlantic Beach umWoml lr*TA"tION&*Tr :A-V IMPACT RESISTANT COVERING (FBC 2004 w/2006 supplement): si VVW speeds we Amoican Socrety of CW4 Er,pineenY ' ! mfr and Zon ft DepaC] wear rtiiM:ra sfsizrigassi70:1140 "TALLATKK Wood structural panel with a minimum thickness of 7/16 inch and maximum a'"' ' a'='o° '��° �" pp�rat veffte am r3.,as **A0FWF0 r�R..TM FACE-OF THS�i p zoning, subdivision anndftotehnK�toean 1 span of 8 feet shall be permitted for opening protection in one- and two-story development regulations,but does aot call to Nwuwwrw.er+w+sny„sst building. Panel shall be precut so that they shall be attached to the framing ° approval for the issuance of permits. Compliance �-- surrounding the opening containing the product with the glazed opening. with Florida Building code and all other appments tical. State and F 1 permitting requirements Panels shall be predrilled as required for the anchorage method and must be verified b big stuns of a city otAllarrNc Arr�•rr�.A,"-a+wpF Beach Building prior b Iseuirl0a d e 0 xr,•rMapor all required hardware shall be provided. Attachment shall be designed to resist WIND- [� ' y--� �(�R(� t R R MAP p Build Perms. the components and cladding loads determined in accordance with the provisions V V I l�l D– O 'V D E LJ 1 'V t A I Approved Or. � a of Section 1609.6.1.2 with permanent corrosion resistant attachment hardware °p w ., ►.r provided and anchor permanently installed on the building is permitted for _ N w,x= r „ ,d„a:,,,,,a,,,�, buildings with a mean roof height of 45 feet or less where wind speed do not -� d Y r .rte: ,, , ► exceed'140 mph. \ r I N D E, Of: D�AWI N G5 cv Alr;•11�1! 10� � - � � ..: TABLE 1609.1.4 � AD "u rawing # Title WIND-BORNE DEBRIS PROTECTION FASTENING � ' SCHEDULE FOR WOOD STRUCTRAL PANELS < tl Gover Sheet, Location Map, Index of Drawings ' yl FASTENER FASTENER SPACING(inch) Wl d Load4 General 5tructura1 No les. TYPEPANEL SPAN 2 ft 2 to O ft 4 to 6 R 6 to 8 ft al Floor.Plan it Schedules #8 Wood screw r, w/2"embed 16 16 10 8 02 Roof Plan Details JOB # t a3 Elevations #10 Wood screw PROJ. MGR w/2 embed 16 16 12 9 a4 Electrical Plan vo ` wainDRAWN BY �.. r/4"Lag screw l +e• '`"' w/ 2"embed 16 16 16 16 CHECKED BY rum 490 eVa1. W.M SHEET TITLE SHEET # t ter of *004 ae=na i`.. we to . 00 rKruaoa •` 1114i'ERI VIIrI#J 0 00 04 _....:..............:._..- N Nr� ._. ..............._.._.._-........_...---.._..........------_............. ......_ ...... ._ _.._..:_._.........- F� i u N cp 04 CD N b N J { 3'x5' 3'x5' 3'x5' LL- I I C) zU (D I Fiy L- p i N m DASH TABLE i HATER PROOF DEG f^�41 Y 1 , 0 ,_ n ,_ u i ,_ r s u r 1- , u 1_ u 1_ 1_ u r 41 O vz 2'X2' 4'X4' FIXEQ W N-5 2'x5' PAIR 3' FRENCH DOORS 21x5' y ,; ! ! PAIR 3' FRENCH DOORS x N c i K TGHEN DOWN O x `V EXI5TING ROOF I -� ! I TO REMAIN CLO. I ! u r . r r, . pi-C)" _ REMODELED A5TER ice`. i 'I - - 3'x4' _ ! I 5UITE ( L I ( C c cV Lo II BOOKa COMP, DAN L------ 1 'r i � REF N O VAULTED F1 _ PAN --- ------- ------------------------ ---•-------- ---- , -1 - to CEILING - _ ............................ w,.,.,-..,,.., ! - r i I i x I IArnc I O N f LIVING ROOM i I ACCES I ! i I a I { ! I EXISTING DROOM U � 2'xG' m ,�' i L.�...J --------_ GAS FP I i \J I ! ---_ q -------------------- -----------.. .-------------------- ! x , -- ENTRY I ' `� IL �_..._ I N I cV Z ';2 8 �1�0 ! y u Iii N - - EXISTING GARAGE ------ --� n i IYI OFFICE POWDER II O 111 x !� x5 DINING ROOM d AI ' FR; qCH OLU X m I it 0 G 1 , _ ry ! n n 0 PORGt t a 3'x3'G" 3'x3'G" 3x5 3 PAIR FRENCH DOORS 3'x5' 2'xG' ! EXI5TING DR©OM WATER PROOF DECK O ._-..., ....._..._............_....................._...._ .................,-.........._..._...............................,.....__.._.._,...._. ._.... ° LU 2'xG' © (n - _ - - - - 47' O I oC JOB # PROJ. MGR DRAWN BY EXIST. CHECKED K D BY SHEET TITLE SHEET # 2 N�.hl of S �4I�ST (LOOK PLAN r------- SECOND ELOOK PLAN SCALE: 1 /4" = 1 '-011 'j�') �/� I------------J DEMO n — ' u it SCALE: 114 — 1 -0 L� { ..... .. t . F cc, Q y o � o F PROJECT DATA . ...... .. ... r.. .wr. w.+...mow,w..w."•.w...•r...r.. ..r,w.r.. . .w.. 13 } TITLE SHEET FOR THE CITY OF ATLANTIC BEACH m 3 SQUARE FOOTAGE INFORMATION ��;•� / , i, ?: ' - CONDITIONED SPACE FIRST FLOOR: 1549 SQ. FT. i RR ECT -CONDITIONED SPACE SECOND FLOOR: 1388 SO. FT. , L 1 UNCONDITIONED SPACE: 471 SQ, F.T UENCLOSED SPACE: 000 SQ. FT. IN Z r . - LOT AREA: 891$(EXCLUDtNG WETLANDS AND BODIES OF WATER In - IMPERVIOUS AREA: 2865 SQ. FT tae r / r n, - PERCENTAGE OF LOT COVERED: 31 °k ADb11ION (�,� © !1� 1 s I� STRUCTURE HEIGHT AND NUMBER OF STORIES A m f I I 0 t ` MEAN ROOF HEIt3HT.28 ;i NUMBER OF STORiES:2 i-295 MATERIAL INFORMATION d a /NUN,' ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 15, -5 gx15TWG /� >xISTING , FLORIDA BUILDING CODE) al 0 ROOF UNDERLAYMENT: ATSM 4869 TYPE 1 i - bOOFE LASHING: 26 GAUGE MATERIAL FOR DRIP, RAKE, CAP,AND ,, (f • . . ' I _,_....,___ ... ..._..._.. LL - ROOF MATERIAL: PROJECT "r• : 6 ��- , „ + LOCATION Mt"'11 - FASTENING: REFER TO STRUCTURAL SHEETS oC O • z ( INDICATES PROJECT LOCATION TYPE OF CONSTRUCTION ° - TYPE V - UN-PROTECTED 7_2• State of Florida UNSPRINKLED WIND ZONE INFORMATION /�/i Y Y nd–Borne Debris Region REFER TO STRUCTURAL DRAWING FOR WIND ZONE INFORMATION SEA OAKS DRI VE PROJECT LOCATION i APPROXIMATELY 400 FEET FROM THE COASTAL CONSTRUCTION vas Ge,�,„ + LISTING ATTAT MENTS -= DIRECTION OF EXISTING SLOPE NO CHANGES � ,re Lee, - ., _. . .�. 1. ENERGY CALCULATIONS flowI IPwO.itECT 2. TRUSS C� LOCATION ' ✓(T E PLAN ♦ * w PROJECT SCOT ► Rrw ADDITION TO SyVt3LE FAMILY DWELLttNG SCALE: I I Gl) _ I Wliiiid borne Debi% � •� OCCUPANCY C I SS U C3RRESIDENTIAL OUP R3 _ 120 mph s above(ASCE 7-0) LU 110 mph t mile of coast °".r' FOUNDATION NOTE (ASCE 7-98) a ,y A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE CD r SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR --•- 1 mile of Coast(Eaccepuvn) ! ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED --- FROM MARKER TO MARKER TO VERIFY REQIRED SETBACKS ll— IMPACT RESISTANT COVERING(FBC 2004 w/2006 supplement): BIRSIC Wind goo" U �►• °" WINDC'xil ArSt.4I1A'r1CN lt!�'i'Ntxa A-1� - usAn+etn POrater Arrw.lry mill To TM W4pC W"TALLAT"t Section T05.6.3 (Aires that all nonftt+s rated assembly Rail oVNn Tway FA"CP r HOAnW A.40a Wood structural panel with a minimum thickness of 7/16 inch and maximum t)WLasam .9-eocxmdwd..rind � penetrations to be fire speeds in rpAw wM hmo Or i st 33 bac(10 m)sea. --r— stopped pie of 8 feet shall be ppe to prevent the cissa a of Names and trot span permitted for opening protection in ode- and two-story oftkod tar c. ,+. P 9 $ssss,T#te material used for this purpose is not further identified in the code. it is the �.�.. building. Panel shall be precut so that they shall be attached to the framing 2, „�,�i>GQfia1x a d,e ,, ,.�.,ppwmrrw" policy of the BU�Iq'>0 Inspection eslarra,sperm+ MV spusIl x,o- aIdea Was j . Sol-,• Division that this material must meet the requirements of ASTM E:138 or ASTM g Pig 8 P glazed Pe » ,. .ro.a. a.r+�+.. surrounding the o containing the product with the axed o nm r` ` E-814. This applies to both residential and commercial construction ,,,,�,.,,., Panels shall be predrilled as required for the anchorage method and r+�«s.ane . ! ASAM s) Islands f�td a,eatal aren auride ft last ac+e "shall fr+r At «� all uired hardware shall be provided. Attachment shall be desiIt*gned ,�, � o0w.,«.L M / At m9 P geed to resistwra" ris } ,,mow the components and cladding loads determined in accordance with the provisions '~ r«w ralAn xyuwl 10 "nate. .nn ♦) WAVANkmo Iliswtn,li�c.Oman proawnlaodee.std �;� 'r", of Section 1609.6.1.2 with permanent corrosion resistant attachment hardware MW regions Ol be ter,� �e ' aM[)e .. .. we IN__ „r,�,�"r"°�"r"�` provided and anchor permanently installer!on the building is permitted for `�"''�" rr►.aA rw a.ran.rrr 4/,1iJl�p nw aeleNifs 5)Wad vwwx!'s we nnwrlux,Soc"of OW Eno nears (" a,..P Y' �, " „ "" buildings with a mean roof height of 45 feet or less where wind speed do not S (ASCE 7-W)50-100-year� a-,) +YM'LY am�Y t / /// o exceed 140 mph. REMdMl! ,raw .i+ n" d° apRB 17 / .... TABLE 1609.1.4 AT F� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRCICTRAL PANELS flier WIND- BORNE DE13KI5 MAP ' FASTENER FASTENER SPACING(inch) .. TYPE PANEL SPANLU 2 ft 2 to 4 ft 4 to 6 ft 6 to 8 ft cU #8 Wood screw `., w/2"embed 16 16 10 8CJ �---- INDEX Of DI�AWI G5 ' _. #10 Wood screw w/2"embed 16 16 12 9 Drawing # Title CLI " < """ ., >> ► '/4"Lag screw t1 Cover Sheet, Location Map, index of Drawings w/ 2"embed 16 16 16 16 Wind Load E General 5tructural Notes t .� ®4�t a1 Floor Pian 4 Schedules b r a2 Roof Plan 4 Detatl5 tl ; t .►* r►Yrx.U1111 o3 Elevations J48 t�+ar*raw W.re+art>Im r i MTop00 4=10up w"Wetr+esrose x' PRa,I. MOt� *4TRF *it W D4 Electrical Ptah 4°P ' ,ar err aK mar _ D RAwN �°• CHECKED Py SHEET TITL£ ` HEE f # I l Of 5 , G 1! oil - U Y B Q DOWN— (v D � O 0 OD Z Go I N � c�Nv� h, w AC:> ' .[) �A�1 1-,111 U - jao �I 3,x5, 3' x IJ y Ile" 0 A V)M X .� c m !�1 DA.5rl TABLEWA ER PROOF DECK 4'X4' GLA.55 BLOCK - N : P©IG> R' F=I?Ff If F-1 f)fl(1(?c� ' tie, , cnc.tu r,rs rc _. .r„ .. .w•.v• . vvv.w i nl1\:.:.7 I i�1.-IVI�I t VVl.1 R.;J , _, Is, - v y JY/ ! f - HE CTU; K TG N I f I :) } EXI5TIN& ROOF - i CLO. REMODELED A5TER __. TO REMAIN SUITE I; O o a ----'---- N i I Books I n I ; COMP.. DW �Q J ._ VAC , VAULTED 1 , PA11 — — c CEILING , I G Ac I 'ATTIC O N L R iVING OM ,' t 4 EX15T1NG DROOM I , - I 2'xG' 4 r, -, r-,----;.x--- — - - , 1 O �._ � ;.� GAS, FP 1 „ IL ENTRY OFFICE POWDER sl EXI5TING GARAGE !! - t � : DINING ROOM m l � 3';�5' 3'x5' �! , i •moi L:_. __ . ._^ t ._.._ �1 _x I ' FRENCH O t ,-1 � I ' JLJ i ' PORCH 3'x3'Gu 3'X3'6" 3'x5 3' FRENCH DOOK5 3'x5' 2`xG' t W/ 5iDELIGHTS i EXI5TING BEDROOM , 1 -all i , NATER PROOF DECK 1 i i 2x6' - - -cr _ < } ! i JOB # I KEYNOTE5 PROJ. MGR EXIST. WALL aRAwn, BY 5TAIR5= ( I G) 7,511 R X ( 13) 10,511 T W/ (2) LANDING5 (3) 2X 12 5TRINGER5 W/ CHECKED BY NEW WALL HARD WOOD FIN15h SHEET TITLE SHEET` p p 2 DECK 5TAIR5= ( I G) 7.511 R X ( 13) 10.511 T W/ (2) LANDINGS (3) 2X 1 2 P.T. 5TRINGER5 C of 5 FIRST FLOOR ! LAN DEMO WALL 5ECON D f LOOK PLAN SCALE: 1 /4" _ 11_0!1 SOLAR TUBI= SKYLIGt1T ,_ _ _ _ , _. _, SCALE: 1 /4" — 1 1.-011 7 I C ATI. 4 un �i W M r , A..., � N N P. �. d to r c t; (• �+ ¢ p N 41 U 0 4 W F i i J i V/ O It NEW ROOF i k J i j ___ 1 I 1 , , ! PROVIDE DONT: FLA5HIN6 @ ALL ; t ! ROOF TO WALL GONNEGTIONS • i DONT, VALLEY FI... ii 1 1 a ALI_. VALLEY5 TYPICAL 2-5TORY EXTERIOR WALL 5ECTION v. , q Q `)CALF: tV.1.`i. (2>f 19C 4 7110 floor� W� I CJrXCJr A FORI t 1 I A/G IN A 1 0)readed rad) EXISTING ROOF TO REMAIN R.. d R. j 1CD i i F NEW ROOF I ✓] t i � t 1 I , t t 1 t I 1 t NEW ROOF i t t 1 t II PL v. OC) GL(;. V. f t ti t 1V. t FOR F3FAN15 --w(. F T Fr`cT TuL 5Hit•JG (cp UL 1 PLY, 1 1 K00f tdANUF ` NEW ROOF , i 1 ee�� .. 4. ��2"/A�POVE r-li.l 1 I _\ I A5 FT Tt D F"LOOF� i ` TIi.E FIP%Jjl `�LOF'rC� l C>PdC i t r EXI5TINO ROOF R. EX!5T!NC� ROOF `_� T TO REMAIN ; x I 75 �� TO REMAIN i LJ LJ 1 x I U �! ------------------------ ----------- ATF --------AI K I F{ ,l," r 4 i._r i .''. P,!'I v.OU% ( 1 ( t;STALL A5 PEP . AN f 1 3iPr-C FORCH 5ECTION DETAIL. NOTE: REFER TO ROOF TRU55 LAYOUT ._ AND STRUCTURAL PR.AW I NC75 PRO,; MGR DRAWN BY CHECKED BY SHEET TITLE SHEET # 3 R00f PLAN of 5 `CALE: 114" P-011 r __.t. --------------- ------------- ---------- ------ ------- ---- --------- ---------- --------- ----------------------- -------- IWO -t. IX, V. 7, S& )WAe -W� illl� F,v 1P, 37 J ,o4 X` AV IT M D R. 3 19cl G 00 co — r 0% 12 Ono cj 5 K� C14 0 51!c D moop, W M t1 DR, C) :1 El El 1:1 F� 00 c%j ri jko,-Q.,MAIN FLOOR, -0- 1 cq7 FIN15HED GRADE N -"%NT ELEVATION 12 5CALF: 114" 1 '-011 0 101 ELEVATION LEGEND f IBERGLA55 5M INGLES OR MTL. ROOF AS DIRECTED 2 , �WD DOARD 51DING o loolo 3 .2X4 CEDAR TRIM I a I I I I I 4 CEDAR WOOD LOWER VENT 5 CONT. I`LA5t11NG ROOF TO WALL CONNECTION 41. 4 r 14 CD . . . . . . . . . . (CD) 33- 10, lo oo U-i oo 0 o,o lo f Liu -J L REAR ELEVATION 5CALF: 114" 1 '-Oil 0 E Aa < 00 law JOB # PROJ. MGR BY CHECKED BY SHEET PTLE SHEET # 4 o f 5 f 5 Ele-VattO115 all mom TION fT 51 'LEVA-,,.T- 10N LE DE RIGHT 51D� ELEVA Oil 5C ,Ljff 1 /8" A A -�7 �n 40�0;, A 6, SL z i - If ! ! i 4- PAW � l � ` 3 � I I I I 4 i lf � __ I EX I , h J 1 1 r �I 1 t 4 <� , � �._.._._„....._._ _ -....... .._ .•_...... {j1� (p r 1 rte, IIS i )j. \�p�J 1' B-`f` 1 r f^ o �•^'-...-✓'• 1 -� _._._... . , `� ^."' - � r _ . ". J ' I I i I 4 I }I ) I _ 1 I I I I '.I ! t I ! I i I i T . n U t' I t 1 I r I( ^ f i W��e s .11111 t • 1 ' }3 C:I i +to ${ t r ! 13 f i 13,� I E 11 ¢II ' CAL NOTES - SECOND fL.00K q € �.L�CT�'� �I �.�T �LOO�, ����C FLAN 9 4 4 7 1 i t �'( t ">' ;,F, r 1 � 5C,ALF: 114 - 11•-O" `��,Al. F�.' 4 )P,�. ?} ✓-YA/E1 ,a W) (J 'FF' UE55 Ate' REQUIFft). !, •II Y� yi.. �4 Ai+! ��uri0ir<' nl ct 4tt.�' - t n be, P13(c� -wr' 'a�a s'-.r:.i 3 r „P A�,.. �J � C�r'l ,_�ti:FF.1 i'- i.[ j '' `'� 7 r e�tr«, ? �- (✓ � O 1 is J 1 - Q _ 2. 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