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2328 Beachcomber Trl SHEAR WALL NOTES : Dural County Wind Speed Zonec. - IdAltd a . ALL EXTERIOR WALL SEGMENTS BETWEEN OPENINGS ' � � AND AT CORNERS ( 3'-0" MINIMUM LENGTH .) SHALL:' BE SHEAR WALL SEGMENTS ( SWS ): THESE ARE - SHOWN SHADED ON FLOOR PLAN. YELL4txTBLUFF1 2. EACH S 'NI S SHALL HAVE D 0 u B L E STUDS AT EACH END WITH A 1 2 " THREADED oDFUNs ,3 ' A ROD ANCHOR WITHIN 8" OF SHEAR WALL , t ENDS SEE FLOOR P A FOR O ATION f t L N L C S AND WALL SECTIONS FOR DETAILS: ' 3! ....:.� ...3 3- ' 1{�-i` 'fir' � �d5•' .. ; .__yam, ,t �-' ,•� "� �" 3.ALL OPENINGS SHALL HAVE 2 FULL STUDS AND I T 1 CRIPPLE STUD ON EACH SIDE WITH 2-2x8 HEADERS AS p A ESS MINIMUM LOTHERWISE U UTI NOTED ON FLOOR ` �..-,.,,,••' ± < FFhNNPST PLAN OR SCHEDULE, i. SHEAR WALL TABL_ E _ A = _ A PHILLIP"> PANEL GRADE 27M-W DR 2-M-F A B C D E - ,- �'I * INDICATES PROJECT LOCATION MINIMUM NOMINAL PANEL THICKNESS 1/2 1/2 1/2 1/2 1/2 MINIMUM NAIL PENETRATION IN FRAMING 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 ' NAIL SIZE $d 8d $d 8d 8d NAIL SPACING AT PANEL EDGES 1 6 1 4 1 3 1 4 3 N NOTES ALLOWABLE SHEAR #/FT GRO P #2 260 380 490 760 980 - " ' GENERAL L O7 ES - _ x 1. DESIGN LIVE LOADS BOTH SIDES PANEL _ F , ( _ ALLOWABLE SHEAR #/FT GROUP #3 213 312 402 623 804 - '° - - Q - . ROOF 20 P,S,F 2. FLORIDA BUILDING CODE 2004 W/ 2006 SUPPLEMENTS THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION BASIC WIND SPEED 120 MPH EN01NEERINC3 LE END K 16�"'r� ' 5 ) PE 01�f 1.... 1,,,�,,V&110� �, � L\LJE�� C_ L�� & 1 QN WIND IMPORTANCE FACTOR 1 —Q SHEAR WALL (SHADED WALLS) C SHEAR WALL TYPE ' s 0 ' �I ^ ' �� O� BUILDING CATEGORY TYPE II WIND EXPOSURE C SHEAR END WALL UPLIFT Y_+ � COMPONENTS/CLADDING PRESSURE CP,S,FJ SEE OPENING TABLE OPENING TABLE WINDOW INSTALLATION (METHOD A-]) MARK SIZE TYPE COMP/CLAD. PRESSURE i WEATHER RESITIvE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. - A (2)3040w WINDOW 29.6, -38.7 FLA5WNG APPLSED OVER THE FACE OF THE MOUNTING FLANGE. B (2)3068* DOOR 23.7, -30.3 L7 �0 �a c�r PA i � or- ��T � t°�`�A S �.�. �� �I���? w DENOTES END ZONE GTE@1N WATER SHEDDING fASHlON, THROUGH WINDOW JAMB gTARTNGHE L�T14E IBAASEOOA.RDs - POP, gcx:)r' P I "� INTERNAL PRESSURE COEFFICIENT N/A TWE ,INSTALL THE W� SEALANT BEAD �! D PARTIALLY ENCLOSED N/A SHEATHING. BEHND MOLN W. APPLY SILL FLASHING FLANGE. t �' c. ENCLOSED ±0,18 / APPLY BEAD OF SEALANT3• MATERIALS AT BACK OF WINDOW / FLANGE 4 SET WINDOW USING SEAL THE WINDOW"9RAME TO ,/ ROOFING: PAN HEAD SCREWS CIIA.TO THE BACK: DENCM. - ___ - ROOF UNDERLAYMENT ASTM 4869 TYPE 1 FACILITATE INSPECTION.PEGTIOION. FL`ANGE LLNE wIH A°OYW ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) 26 GAUGE ®APPLY BEAD OF SEALANT AT ` PRE Plp,lG41ED 4tOl.ES OR SLOTS. FLASHING ! J� C�LU/"''\I� ��x,[,! SIDE JAMBS.EXTEND 8$" ROOF SHINGLES ASTM D3462 & ASTM D3161 TYPE-1 ' "P4 ©APPLY JAMB FLA54M EALANT BEAD BETWEEN � 1�I► � I G./, , APPLY BEAD OF SEALANT O FLASHING FLASHING AND MOUNTING �O �, `�. WIND RESISTANCE MODIFIED T❑ 110 M.P. AT HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGE. ASTM E108 CLASS-A FIRE RESISTANCE 501:5 ES AT THE TOP(HEAD)AND .-. g ®APPLY HEAD FLASHING S A- T AT JAMBS WINDOW. EXTEND ® lA SHINGLE NAILING (4 NAILS PER SHINGLE) PER MANUFACTURERS SPECIFICATIONS SEA-ANT AT JAMBS 8$"ABOVE ! ®REMOVE PREVICUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB / CONCRETE f'C = 3 000 PSI TAPE,ALLOWING WRB TO LAY FLA, 3HING INTO SEALANT AND / FLAT OVER HEAD FLASHING. FA8'!EN IN PLACE. (FLASHING REINFORCED BARS ASTM A615, GOES OVER SEALANT). b0 I GRADE 60 A305, APPLYNEWSHEACUT BEETAPSTRUCTURAL TIMBER - PINE SOUTHERN PINE, GRADE MARKED NO.2 OVER DJAGONAL GUT-SEE pl,4r..°R.4M. � SECURE WRB . ... . . .. . . ........ .. ._...._,_.. ..._. '�/ �� MEDIUM GRAIN, SURFACED DRY, AT HEAD 5 4 MOISTURE CONTENT 19% Max, - TIMBER CONNECTIONS: AS SHOWN ON PLAN OR EQUAL TO :- FLASHING AT HEAD - - - EXTENDS I"BEYOND SIMPS❑N CO. "STRONG TIE" CONNECTIONS JAMB FLASHING. � O - Y. .,_: OR EQUAL, USE MANUFACTURER'S `EMBED BOTTOM OF THE RECOMMENDED GAL V, NAILS, � /,�p BOLTS ASTM A-325 HEAD PREVIOUSLY AGAINST54{ .F�.� f UV'VI"� 4, FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS THE PREVIOUSLY APPLIED SEALANT(FLASHING GOES ..Z. -� �/E�s'_.t.,,.,4+f�� SEALANT t# h t{ OVER SEALANT). EXTEND I cV, PLyvJwP � ?�� 0.5 .e) , SHALL BE CARRIED• FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN HEAD FLASHING BEYOND .. EACH JAMB FLASHING. �A a ,C� SUITABLE BEARING, ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED FASTEN IN PLACE. ,.I � O.0♦. © A.�J I �,,,,, 5�FPOK f WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING W!S e.4 P I ke- SH4,W K•. Q)4,I l°°•S CAPACITY OF 2,500 P,S,F, UNLESS OTHERWISE SHOWN OR INDICATED, 2. S. Y P. 5. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FO❑TING WORK HAS BEEN A I � �y COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS SHALL BE LOWERED EXTEND JAMB FLASHING ,- To OVERLAP WILL I I of I WHERE REQUIRED TO AV❑ID UTILITIES, FLASHING. EXTEND NLJ"C ' .._.SQ.,...xl ]Nal (L'� 1J 6, ALL REINFORCEMENT SHALL BE DETAILED FABRICATED AND PLACED IN JAMB FLASHING 814" \ I � -I S �.�.k--e ., -,. r�.- �< 4•' • , , .OPENING AT HEAD. I / wj 4Vvt ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN. TUCK,TOP of �9" / JAMB FLASHING I �/ SEALANT 7, ALL CHANGES IN FOUNDATION THICKNESS SHALL BE SLOPE AT 45°, �A LLQ D�'� •r L. UNDER OF WRBTAETHEP I 1 8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC, NECESSARY HEAD.SEE DIAGRAM WILL fLAeHING © - FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE > SHSM AND ADJUST WINDOW TO ACHIEVE 54UARE, STRUCTURE TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL VERIFY ALL �^ / ® RESIST NT LEVEL CONDITION. IN OWS PER ION �* � �o F 1�l'K&L-465 . MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTI❑N OF ALL /(�I DIOW MANUFACTURER SPECIFICA IONNS.PER � 7� �fJ f.I� ' �) STRUCTURAL MEMBERS, � II I i.f M '� �/r c_C1 L,IIQG ISC�i�aK9 9, BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT T❑ THE EXISTING Kcc)r-- r- e, f_.tq __ „�. .J•,.i..__ _. �` II u�4t R slsI t V� 11) STRUCTURE, THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING f 4 I .. p III ATA«DEGREE ANGLE,:-AREFLLLYSUTTHE .----^'""' -`-• - -t ' - �,y`}}. ��[ PS.�.-T� CONDITIONS• DURING THE PROCESS OF CONSTRUCTION, IT SHALL BE THE BARRIER ON A DIAGONAL. GENTLY RAISE THE © I CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING TOP EDGER TUE:BARRIER T AND TAPE THE h,l(O. Z • Y. STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE �SURFACE EsAsOvEAND.CENTER TO THE EXTERIOR I NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS. OF THE / INTERIOR VIEW I �� � 2,,, X Le> H t EXISTING STRUCTURE WHICH ARE TO REMAIN, / TOP LEI-'r C0fteR of WINDOW f 10, ALL EXTERIOR DOORS AND WINDOWS SHALL BE CERTIFIED TO MEET THE WIND LOAD lol/ ( It _. I REQUIREMENTS OF THE REFERENCED BUILDING CODE• i tl 1 Ri .tea HOLD X14 tt (Vy P KAI L.) � ! 8 - o IZLLc�.�-QED 9 w PovQ_5 � �c,�►2. K.©c�F Pi-�e.H S C>CA"r � ` I �..,��` � � �2 L.L.. ._ /q. D.A Ilk x 15 1 N 15 Tu S i s OVEN ' O' -_- _ \ SA.z QP L.A ,,TH _0VU, _ 1' F I Of ER,6-LA-6S . 0 Ula. I c1 t ; IS L6. Eu of� 'Y°�IEK ______l '" �YP�LI► IA �� - � oveK__7lIU" d STI N n1, SOWIt" O.C. 1 -rHit FI�C.G� Ex IsfI N 61 H �(t f �00 �. .: �1; r''t N w 8 ►,I: .1 �1 A Tom/,11..,4�►�S�" I .A. �' �''��� (.. „ ..;. �L L r& �. L j► _ ,-. e l�.r�'L► S 32g g C..HC M . TR. INTL&ht'C� SCAMA6 t4olreO APPROVED BY �� DRAWN BY DATE:-$.�.Z .��� r L 009s. P L k r� FO U-N-D) -1, P L 5 PAUL S. LI P.E. 18305 �� DESIGN & CONEE �! -- ► !"1" N `• ° S< 4 FT4} '� �r -rte.:. . ;._ . ...::. . �j� o �-- co J 9218 CYPRESS GREEN D fF DiFOR �°"'�"'"�� ILLE, F 3225 malmomm p NO.ISDA-24%36 I' Ph o:x Ca�p 737-68 6/737-8EQRDCOND IL Y • �LREVIEWED BY: DAT 4 yKy :r. MAP SHOWING BOUNDARY SURVEY OF j LOT 34, OCEANIPALK UNIT ONE, AS RECORDED IN PLAT BOOK 54, PAGES 1 AND IA THROUGH 1F INCLUSIVE, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, t FLORIDA. CERTIFIED TO: CHARLES ALLIGOOD SOUTHSTAR FUNDING NAILWMiDPOISK COMMONWEALTH LAND TI TLE INSURANCE COMPANY I PLS/3398 RICHARD G. HA THA WA Y, PA RECORD: MEASURED: PONTE VEDRA TITLE, LLC R=553.57' R=553.57' IL=217.17' L=217.09' LOT I LOT A-22'28'39" �22-28'0s" 35 Ce.=S08*40'51•w Ce.=S0W40'51'w LEGEND I 57 I CH.=21`.78' CH.=215.70' Q- DENOTES BOUNDARY IRON AS NOTED S 0273.29'E (REG)11100• O- DENOTES NAfL AND DISK AS NOTED S 0276.45 E —XX�—DENOTES FENCE LINE 3 I FOUND 1/Z' (INV) 10.09' ( ABBREVIATIONS DENOTES PROPERTY LINE NOT TO SCALE CALC)2500' I IRON PIPE S 8$'21'gg1 E REG, N g�•�'E FOUND P.K. A/C- DENOTES AIR CONDITIONER SSSS LB /3624 15 ' ) 1970.02' � ��� NAIL AND DISC S St'27'S9 E �MEAS.j 149.95' PLS /3398 (MEAS.) - DENOTES FIELD MEASUREM£Ni FOUND?/2� J.E.A.E. - DENOTES JACKSONVILLE ELECTRIC AUTHORITY EASEMENT 0.2(FI) FI IRON PIPE P.L.S. - PROFESSIONAL LAND SURVEYOR I a f I -PLS/3398 (CALL) - CALCULATED BASED ON RECORD DATA PER PLAT o °•' ' .°" (INV.) - CALCULATED BASED ON FIELD MEASURDED DATA ° ° (F) - DENOTES FENCE LINE INSIDE OF SUBJECT PROPERTY LINE I _ ?B °•• ,.� (FOL) - DENOTES FENCE LINE ON SUBJECT PROPERTY LINE I 795, ° J.£.A.E. - DENOTES JACKSONVILLE ELECTRIC AUTHORITY EASEMENT P.S. - DENOTES PLAT BOOK M O -2 ° 45.2• N > PG - DENOTES PAGE O °� ' 'o Y3.7 Q - CONC. - DENOTES CONCRETE I-01 LOT POOL EN�(lOSURE N f6 (Fl) - DENOTES FENCE LINE INSIDE OF SUBJECT PROPERTY LINE Z cooI-` N �• �� LOT PLANTER' ov<wnr N 1�I M (FOL) - DENOTES FENCE LINE ON SUBJECT PROPERTY UNE j 58 W W ° r u.s 4 w `�7 Dill P.T.)- DEN07ES POINTE NOF T OUTSIDE OF SUBJECT PROPERTY UNE W 34 6 N N Q P.C. - DENOTES POINT OF CURVE P.R.C. - DEN07ES POINT OF REVERSE CURVE 3a I W •I 2.0'^ 2 Sl RY COQUINA tg,0• 47.9' rn N y P.C.C. - DENOTES POINT OF COMPOUND CURVE Z a CONCRETE m O LB - DEN07ES LICENSED BUSINESS #2MI1 ' SDEWALK ^y PS&M - DENOTES PROFESSIONAL SURVEYOR AND MAPPER •t C + e POOL ~-2'e m 'm r�1 (DENT. - DENOTES lDEN71FlCA7ION O I „ 5.1' COVERED US A m r i - ARC I LENGTH I m Z 4.5 PORCH C m p 'I-� M1611� - A - CENTRAL ANGLE e y W C8. - CHORD BEARING c O I N ry CH. - CHORD LENGTH ii Z- as.r m � I60.9' i!D iA C _ GENERAL NOTES c7 1. 7H1S IS A MAP SHOWING BOUNDARY SURVEY. ALL FENCES 6' WOOD o 2. BEARINGS ARE BASED ON THE CENTERLINE OF BEACHCOMBER TRAIL HAVING A CHORD BEARING 1 1.2(FI) FDUND 1/2• S 8$3O'1 ■ - OF S 05.08.40"W, FOR THE CURVE IMMEDIATELY NORTH OF LOT 34. (PER PLAT) RON PIPE 2 ,� (MEAS. 156.55' FourlDi/z• 'SSS LB 1/2'#362 S Be'28 40 E (REG.) 1 .61' IRON PIPE 3. THERE MAY BE ADDITIONAL RESTR/C770NS OR EASEMENTS THAT ARE NOT SHOWN ON THIS i I LOT I UNREADABLE In�N MAP THAT MAY 8E FOUND IN THE PUBLIC RECORDS OF 7Hfs COUNTY OR EVIDENCED BY 717LE EXAMINATION. { 25.00 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A T/R£ COMMITMENT. 59 LOT 5. THE PROPERTY SHOWN HWZII EMBRACED BY HEAVY LINES IS BASED ON A LEGAL DESCRIPTION p� Cl of Atlantic Beach PROVIDED BY CLIENT. 33 r*Vft and Z*rMQ Del a l 6. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. I Thle approval verifies Eomptfancel=pkable 7. THIS SURVEY SHOWS ONLY THE ABOVE GROUND INDICIA, NO UNDERGROUND U77L/77ES, 50' EASEMENT FOR zoning, subdivision and other focal land FOOTERS, STRUCTURES, Of?IMPROVEMENTS ARE SHOWN ON THIS MAP. I DRAINAGE, UTILITIES, development regulations, but does not constitute 8. UNLESS OTHERWISE N07ED, ANY FORT/DN OF THE PARCEL THAT MAY BE DEEMED AS I AND SEWERS approval for the issuance of permRs. Compliance w£RANOS BY STATE OR GOVERNMENT AGENCIES, HAS NOT BEEN DETERMINED AND ANY with Florida Building Cade and all comer applicable LIABILITY RESUL77NG THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. local, State and Federal permitting-requiremeri Bmust be each Building by mature of the City of Atlantic prior to the of a Building Nermlt, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAW'NG, SKETCH, PLAT CR MAP /S FOR 'INFORMATIONAL PURPOSES ONLY, .AND IS NQ_T VALID. l 1iEREP.Y CERAF" T1fAT THIS SURVEY!MAS MADE TO THE BEST OF MY FIELD DATE_.' 10/23/2003 k"NOW EDCF,4A.D BELIE, AND MEETS THE MINIMUM TECHNICAL STANDARDS AS 3035 Pcwers Avenue, Suite 3-A N FLOOD Cf_RT,-/CAT10N JOB N0.:03-1648 SCA'"F.. 1"=30• SET FORTH 8Y THS F.'.0?,'DA BOARD OF PP:7FESSIGVAL LAND �.URVEYORS/N Jcckscnville, Rorido 3220 i BY CPAPY/C PLOT7NG ONLY, THE I'ROPFRTY SHOWN HEREON Y (-FEW CHIEF:DM ORAWV 815 RR CtiAP7ER 67GIT '.0(FORMERLY CHAPTER 21HH-6.0), FLORIDA ADANN'ISTRA.TIVE Phone- (9C4)256 0009 LIES W7'hIN ZONE- " X "AS SHOWN ON THE FEDERAL F:ELU.50GK. N A PA,F N q CGDE, PURSU TO Sc is FON 4;[2.1?.?7, FL ORIGA SiA S EMER?ENCY MANAGEMENT AGENCY F.EM.A. RIATIONAL OCEANWALK / / Fay: (904)731-5587 ( ) RAW DATA F•P 03-t84A.F1Y5 / Licensed Ouek,ens Nu.. 7GOG �nna�iy FLOOD,I/-.URvlvCE PPObRAM, FL CUD INSURANCE RATE i 6UORDINATc FLE: 03-1848:R5 / _ EMAIL: jwcs;Obellsouth.net MAP(F.l R.M.) COMMUNITY PANE_;/0:120075 0001 D f UNIT ONE LOT 34 _ -- BY I.L� //y,�` _ MAP REVISED DATE.' AprO 17, 1989 A --- JAMES W CAINAD>�57A7T of FLO A, Sr U RV EYI N G 1 rV C. ARCHiVE COMPU1cP DISK NG: 2003 '� ' ('ADO FILE 03-1848.UWG '. I � / \•�� / \.. ___ _.-__ - _..._ ../ \ �,iVF[� il.iV,.L .:JICV[. ✓It d: M.qf GMK . 1 '.tK:IF ICA IL_No. 5360 I lLE NO. B-081 _ .i - — -- Ml ct-7 '. 'a a :rtt _ 7V-,`J- - iUc S2 1. "`c.._ 1,_ } _ o„r_ r_�,. ,�,.,� _ I•. G IN,.'1'3_. �nrl'1;,,.'3h' S t 7 c �I. 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