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1720 PARK TERR E - GAZEBO DRAWINGS .. n. _. ... _ 4 �-:._.-.._ - ... .. - _ rn.aa...awiY-..a..s+w...I+..a,...u..+a.1,r..a.r ......-. by u...u..ovYw+Ms.r....nwn...w.cv.,.u...�.n...a-w..,aw.tr...,u..r.-Y.u_+e,...v.............r+....v....a _..,,.x.4_ ....... W - ° Wind Load Notes: � L . MAP y�� SUR '�y'�e�j GENERAL STRUCTURAL NOTESAs 1Y1A SH®WING a7 SJR d.:� d O� 1.Codes:Florida Building Code 2014,American Concrete Institute and Codes: Florida Building Code 2014 and ASCE-7-10 -- - , L All of Lot 29, as shown on the plat of SELVA MARINA UNIT N0. 8 as recorded in American Institute of Timber Construction Q Ultimate Design Wind Speed Vult. : 130 mph � a • �1 � Plot Book 34, Page 85 of the ;Current Public Records of Duval County, Florida. 2.Live Loads: 01 •� Certified To: Joan M. Foster Roof. 20 psf Wind Importance Factor: 1= 1.0 Building Risk Category: II Q Mikel J: Foster Trustees Of The And John M. FosterTrust, 50% Interest �o1iApo6�"� U. C Lawyers Title Insurance Co. 3.Wind Loads: Wind Exposure: C Merrill Lynch Credit Corp. See Wind Load Notes Enclosure: Enclosed Building Apex Real Estate Information Services, LLP David S. Garnsey, Esquire 4. All Soil Bearing: 2500 psf Internal Pressure Coefficient CCpi= +.18 or -.18 Section 5.SO Compaction: Soil under slab on grade and foundation shall be compacted to 95% Wind Pressure to Components/Claddings(Mean Roof Height 15') 4� • modified proctor max.dry density(ASTM D-1557).Contractor shall PARK submit density test report to Owner or Engineer. End Zone=6' 6.Materials: b a0 Zone Effective wind area(sf) Wind loads(psf) O Concrete(Normal weight-28 days) 3000 psi A , Reinforcing Bar ASTM A615, Positive Suction N 03.38'14" W. 110.00'(R) Welded Wire Fabric ASTM A185 Interior 4.0 +36.7 -39.9 G U N.1. 03'32.55" W, 109.94' M Anchor Bolts ASTM A36 20 +35.0 -38.2 - r ON r Welds AWS E70 or E60 50 +32.9 -36.0 �� LSA FOUND %44 FOUND Wood Member for Beams&Posts #2 SYP 1/2" IRON PIPE 1% 1/2" IRON PIPE - �I X11 b ` For Studs #2 SPF or better 100 +31.3 34.3 • • • X End Zone 10 +36.7 -49.2 _ • v NO 1 ------ - NO b Micrvllam 1.9E 20 +35.0 -45.9 •� .r O � O 50 +32.9 -41.5 7.Concrete: •a>�S�A� �`W• E-+ 00 +31.3 -38.2 't �t x 3 4 All concrete to be designed as per ACI 318 latest edition. � V Footings 3000 psi io Slab on grade 3000 psi Note: All others AWS Design Pressure Ulfimate Pressure x 0.6 or Divide with1.6 3000 psi ......... ................. ......._....... �E/14dv� "aA�PAD Section It a �, v� Splices in reinforcing where permitted: b tV A7;YO �s �� BRICK; 2g g• �� Concrete 50 bar diameter ��cGl�Y - - ... Masonry 48 bar diameter .� Ui eM- PATIO 22•g n .a AEV M Unless shown on drawings,minimum concrete cover for reinforcing: �r r �� �� c 0, c w c 11� Cast against earth 3" N q M Slab on grade centered arr ui W4. 25.2 CON C a _. . Exposed to earth or weather: .' O� 00 PORCH tai W #6 thtu#11 bars 2" _ ._ _. .� >~ ° M r- 14.7 �- -- #5 bars 8 smaller 11/2" "� ( � 'a � � �, b N - ,cm C0 n r.• PARK All reinforcing shall be held securely in position with standard accessories in ,_ LOT 30 Q M 1 STORY STUCCO RESIDENCE i•N - conformance with ACI 315 during placement of concrete. I a ADDRESS NUMBER 1720 o M p L eT s��'r% /¢j909 Z OD AREA 2737 SQUARE FEET 00 d• +� 2 y a 00 2?37 S•F'• �� a� a o 12.0' poRCRi o CONC. z .� z ,Gov• ♦t Co s. oUo�/T�lC Co rtJ�► ,�B w' I l' oto / ( � : 1�.1' S. ' . Ad6• a 4eklerAy of.dog*. 30 BR�: a C4'ONC. S . © N I ��ffY��'�/� �Apo� Af�fli�'-«� aa�� � � � � o °' � .� 001 It FOUND O PIPE %* ✓ ' l F 0�4;40"�wl re � � 1/2 NO o CH = S 05'06'45" E. 49.92 :.:L / " ��w�f �/ •' I ,OUND ' ,// r�+ .... ..r.. mow. ter. en a .r. .•� 1 2F IRON PIPE �,��� �" �T'"� I�/ U v i'' t,� PER PLAT TO PRM NO ID North Elev. o r South Elev. 0 CURVE DATA SANITARY MHTl1G ,f"4'7 S�/�• f /4 P� = �. _ _ �t ° �a°� L=110.0° R=4804.65 L�1'18'42" .77A 1� E.4VI�� t �. BRG = S C}4;499 010 -- N C = 110.00 PARK TERRACE EAST I' �q�oaQ 10 �`¢ I I 60 R/Vlf .44 Oa If+' �!• '_`%h v,�il(�. .rrQv.. G��-�9d�C ( `� NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED'SURVEYOR AND MAPPER. 1 div"""��(/�••S/`/ I N NOTES LEGEND DATE OCT 23. 2001 44i4TRiIG',AE�dic v�lAl,L 1. BEARINGS ARE 13ASED ON THE WESTERLY R/W LINE OF PARK TERRACE, AS 04.OW55' W. 1] l� 2 THIS IS A BOUNDARY SURVEY, oEnw�s MtlauxtEl IT SCALE 1 = 30 ! • 3 ELEVATIONS SHOWN THUS(15.0)REFER TO UNITED STATES COASTAL AND GEODETIC SURVEY x-x DENOTES FENCE ,,Og,� 7274 Aft� 11,?Ae � • - "��D��� �"•!• e4 0000740 DATUM, NATIONAL GEODETIC VERTICAL OF 1929, (N.G.V.D. OF 1929). 0 DE1t M 1/2-IRON PIPE SET 179 4. BY GRAPHIC PLOTTING ONLY. THE PROPERTY SHOWN HEREON UE WATH ZONES: (UNSHADED) (Le awl) F.BOOK(S) ,I��' UsIJ .�jr¢$QAC AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY?F.E.M.A.. NATIONAL FLOOD p DtNmEs a:oN PIPE FWND PAGE(S) 48 INSURANCE PROGRAMA. FLOOD INSURANCE RATE MAP (I".LR.M.) C�AMUITY PANEL NUMBER: �'-r1 120075- 0001 D MAP REVISED DATE: (AS NOTED) . 4/17/1989: X DEtM07E5 CROSS CUT C0NPU7ERK EN AVA 74 .4) FILE 5. UNLESS OTHERWISE NOTED. ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS FILE NAVE Drawn by KH r BY STATE OR GOVERNMENTAL AGENCIES, HAS BEEN DETERMWED AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY of THE UNDERSIGNED. A & J LAND SURVEYQ :INC. .�•�-+� ---- .._ - TS OF RECORD EVIDENCED BY TITIN-€1d+M1l�lAtIQN-- __-- CERTIFICATE OF AUTNORIZA 6881 '-. _ _. T OWN HEREON. ' PROFESSIONAL LAND SURVEYORS OFFICE: (904) 298•-� ="r - �•• THA HAVE NOT BEEN SH - _ !I �'� f « � .,`.. ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 7950 BELFORT PARKWAY. SUITE:1600 FAX. (904) 296-4583 P.C.P. PERMANENT CONTROL POINT MH MANHOLE JACKSONVILLE, FLORIDA 32258 P.R.M. PERMANENT REFERENCE MONUMENT LB. LICENSED BUSINESS THIS TO CERTIFY THAT THIS SURVEY IS A TRUE REPRESENTATION OF.AN P.O.C. POINT ON CURVE N NORTH P.O.B. POINT OF BEGINNING S SOUTH ACTUAL FIELD SURVEI: MADE UNDER MY SUPERVISION AND IN ACCORDANCE �,�f/'�S��(Y't,,Q00 P.O.R. POINT OF REFERENCE E EAST WITH THE MINIMUM TECHNICAL STANDARDS► AS OU NEO AND SET FORTH BY _ ��•�, THE FLORIDA BOARD OF PROFESSIONAL:LAND SUR AND tUAPPERS. P.C. POINT OF CURVATURE W WEST IN CHAPTER 61017-&0.(FORMERLY CHAPTER 21OH-6.0).FLORIDA P.T. POINT OF TANGENCY W/ ViATH T T 472.027 FLORIDA STA TES P.C.C. POINT OF COMPOUND CURVE A/C AIR CONDITIONER ADMINISTRATIVE CODE. PURSUANT 0 SECTION N M FIELD MEASURED NO ID NO IDENTIFICATION O C S/W SIDEWALK R� RADIUS EQUALSCq R/W RIGHT OF WAY L• ARC LENGTH EQUALS ALS O.R. V. OFFICIAL RECORDS VOLUME CH. CHORD BEARING Ec i)ISTANGE EQUALS Foundation Plan o D.B. DEED BOOK DELTA OR CENTRAL ANGLE EQUALS , WARD. STATE OF FLORIDA, East Elev. o r West Elev. P PACE I.P. IRON PIPE 1 000 REGIS ED D SURVEYOR. CERTIFICATE No. 5 55 B.R.L. BUILDING RESTRICTION UNE CALC. CALCULATED Base Detail rcy�,r /�.r�c• ,Q- csv�' �•�csX/�X9 s�A+,vso u S�,Q•¢�S• 1'.IC 8oT Sls i .0 ,yusC�/� SLS, "arr Z-zSZ-4/B .S ,oS'lop d -'' -- ----- ------- ', ���.�+��'`ilSS ��,���� O.v�����s1lGC. caw ��6 ��r'TG-� 2�a•G �Ty�.a � ' �l 6 r�ol� �_W A7._ W/MAG3• --VW1--eard -�Wr o l..,A�.r X*AMIC 04¢,�T• S ��'�/�'t�D•v �2•.�".��,cr�o.a i .�X zz/.��•.0�,�•♦3 - f;Qcv. �.g1/�' /.�,��P o� .�'T. lx�vuettti' f •, �xGf�scl�' ,Sr.Av.�owr�2•S.4• I -a mob Al ll&r4: I AWi �46•acs. OGTS w ti0 •.. do 4 �'` 1 4V A. 20//ted >" VA •°� z ., _z QQ �J 1 c _N (O u) [V �*act W W � rnco C"Trpi� z 0. N M N1 J 'C: W �cn co°-U o� • OFFICE COPY Roof Framing PlanTM SHnE Section _ ��a CODE COMPLIANCE fob CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL Floor Plan aeaUlRF.MENTS AND CONDITIONS SAE o - -j _ .. N . o Wind Load Notes: % L GENERAL STRUCTURAL NOTES • MAP SHO WING SSI URI Y OF 1.Codes:Florida BuildingCode 2014 American Concrete Institute and Codes: Florida Building Code 2014 and ASCE-7-10 y.., Q All of Lot 29, as shown on the plot of SELVA MARINA UNIT N0. 8 as recorded in American Institute of Timber construction Ultimate Design Wind Speed Vult. : 130 mph • �l ,�,r 7 Plat Book 34, Page 85 of the 'Current Public Records of Duval County. Florida. fF Z.lave Loads: . Roof: 20 psf Wind Importance Factor: 1= 1.0 Building Risk Category: II Certified To. Joan'; M. Foster Mikel J: Foster Trustees Of The And John M. FosterTrust, 509 Interest _�f� � Lawyers Title Insurance Co. 3.Wind Loads: Wind Exposure: C /Z Lynch Credit Corp. ee Wind Load Notes Merrill L yn p. Enclosure: Enclosed Building Apex Real Estate Information Services, LLP 4.Allowable Soil Bearing: 2500 psf ffiSection David S. Gamsey, Esquire Internal Pressure Coefficient GCpi= +.18 or -.18 5.Soil Compaction: 0/ Soil under slab on grade and foundation shall be compacted to 95% Wind Pressure to Components!Claddings(Mean Roof Height 15') modified proctor max.dry density(ASTM D-1557).Contractor shall PARK submit density test report to Owner or Engineer. End Zone=6' 6.Materials: r a b Zone Effective wind a (sf) Wind nd loads psf) Concrete(Normal weight-28 days) 3000 psi Reinforcing Bar ASTM A616, Positive Suction 4 N 03'3814" W. 110.00'(R) Welded Wire Fabric ASTM A185 Interior 10 +36.7 -39.9. - ` It 03'32'55" W, X9.94' M Anchor Botts ASTM A36 20 +35.0 -38.2 -- ` N Welds AWS E70 or E60 50 +32.9 -36.0 � bA % O .�` FOUND Wood Member for Beams&Posts #2 SYP • • • . X •� MFOUND 1 QO +31.3 -34.3 d 11,1 b fl 1/2 IRON PIPE 1/2" IRON PIPE Far Studs 42 SPF or better End Zone 10 +36.7 -49.2 NO ID _--_._.. NO ID Microllam 1.9 E 20 +35.0 -45.9 C044 7.Concrete: 50 +32.9 -41.5 ¢ .,f Q4� �•UJ 100 +31.3 -38.2 a ,� All concrete to be designed as per ACI 318 latest edition. ¢ a7.0 ' Footings 3000 psi 40 ^ � Slab on grade 3000 psi Note: v _6` �.+' ��PAD All others 3000 psi AWS Design Pressure Ultimate Pressure x 0.6 or Divide with1.6 b , ��� 3.W/MM a v Splices in reinforcing where permitted: __ ___ Section Z �jNtT/O /4S' `_ BRICK, -�- 28.6' (Z.7' BRICKConcrete 50 bar diameter JPA ( �,,. Masonry 48 bar diameter Uj pry .t/�fZ y22.6 Vol c iv uj Unless shown on drawings,minimum concrete cover for reinforcing: - M "- a Ill M Cast against earth 3" � !2 O o q 9 Slab on grade centered � °t+i W 1�. 25r2rExposed to earth or weather.b tLJ _ _- #6 thru#11 ars 2"-��! W14.7 ,� T` GG� � " � ' #5 bars 8 smaller 1112" n tV - M PARK All reinforcing shall be held securely in position with standard accessories in -� I- LOT 3O ;., C RESIDENCE r." conformance with ACI 315 during placement of concrete. l�" b p o M P 1 STORY STU CO . .a N o r ao �' ADDRESS NUMBER 1720 M P r S� zOD 737 SQUARE FEET d' U a o AREA 2 Do W co .S/oafa Z73? S•f, 120' ovERED CONC. z Ia Z PORCH Z r I ¢ ��•DU4Gf TIC C4'VC+c�G/�v i uo ao U z-oa./�/Ir'w /Zo a.�'01.f/, aloll ocy << W b 0 30' BRA a �4�CONC. S t� �/� !I✓ t ,316a I Go�Y«',tJ� �AAo� f�i�lGait 4�/�,C I 4eAo-JrAY Joe. PC ;!4 0 0 A 0 0 .0 z o Z >~ c a Q S,F" .. o a /_.. ., � � 1/2" FOUND IRON PIPE :r I =') !"�✓lGt 4�J �f�• ( cn NO !D FOUND S s~ 4. o CH S 05'06`45 E. 49.92' „�... .,� �„� ..,r. .■.,. a ..� �.�. .i .■� 1/2" IRON PIPE ,p�/�/�j Y /.A�� _ Elev. or South Elev. Io R PLAT TO PRM NO ID North tb PER CURVE 12ATA �•�+• �• Q/� SANITARY MH f�?Q4 +I X417 �f�' s r4 i-"9 = R=4846I f vop �° oaa A=118'42" �, BRG = S 04,09 55 W CH - 110.00 1¢1;40 I r TERRACE EAST T A /Pali . PARK ry � ��� ( � 60' R/W ff/(A1�:I. Old , X. ^` ��i~��• •rjOv�l�.I�/-C"i9v�C o 1 NOT VALID WITHOUT THE SMA;URE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED'.SURVEYOR AND YAPPER. �a��R���j� �lre� p 01 1P 4 NOTES LEGEND DATE OCT 23. 2001 i� •/�I� r 1. BEARINGS ARE BASED ON THE WESTERLY R/W LINE OF PARK TERRACE. AS N 0409'55 W. DDro7ES 1 : 30' / ♦/ • 2 THIS IS A BOUNDARY SURVEY. O SCALE • !il!�lZ� �� ! --Y A71ONS SHOWN THUS 15.0 REFER TO UNITED STATES COASTAL AND GEODETIC SURVEY x--x ODKMS FENCE JOB NO. 7274 3. ELEV ) I DATUM. NATIONAL GEODETIC VERTICAL OF 1929:(N.G.V.D. OF 1929). ; 0 e WMS 1/2*M PIPE SET 179 p 4. BY GRAPHIC PLOTTING ONLY. THE PROPERTY SHOWN FffREON LIE WI ZONES: Or (UNSHADED) (LB eggs) F.BOOK(S) /�AW4-4 ,&4-Owx A 1 AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY�F:E.Y.A.. � NATIONAL FLOOD 48 PROGRAM FLOOD INSURANCE RATE MAP (F•LR.M.} �TY PANEL NUMBER: O ! N PIPE FOUND PAGE(S) � �._..` INSURANCE iERK 74. 120075 - 00010 MAP REVISED DATE: 4/17/1989; X 08407ES CROW MY FILE NAME Drawn by KH - 5.UNLESS 07t1ERWISE NOTED. ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS I AL AGENCIES.HAS BEEN DETERMINED AND ANY LIABILITY RESULTING BY STATE OR GOVERNMENTAL A & J LAND SURVEYORS, INC. ti� THEREFROM IS NOT THE RESPDNSIBnaTY of THE UNDERSIGNED �r- '` " � .�c/�T��4,�c�}c�t lit t1! B. THERE MAY 8E RESTRICTIONS OR EASEMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION CERTIFICATE OF AUTHORIZATION NO. LB 6681 �I,, THAT HAVE NOT BEEN SHOWN HEREON. PROFESSIONAL LAND SURVEYORS OFFICE: (904) 296-1666 -- -_- -� -_-!�•�c�'�?i�l.� _ - SUITE 1600 FAX: (904) 296--4583 -- ABBRENATIOW THAT MAY BE USED N THIS SURVEY 7950 BELFORT PARKWAY. +. JACKSONVILLE, FLORIDA 32256 . P.C.P. PERMANENT CONTROL POINT MH MANHOLElit a P.R.M. PERMANENT REFERENCE MONUMENT LB LICENSED BUSINESS THIS 5 TO CERTIFY THAT.THIS SURVEY IS A TRUE REPRESENTA7M OF AN �} N� P.O.C. PONT ON CURVE N NORTH ACTUAL FIELD SURVEY.MADE UNDER MY SUPERVISION AND IN ACCORDANCE Wa r/rc.4 ,O aq P.O.B. POINT OF BEGINNING S SOUTH WITH THE MINNIMUM TECHNNICAL-STANDARDS.AS OUTUNED AND SET FORTH BY __ _- . .. _ R P.O.R. PONT OF REFERENCE E EAST THE FLORIDA BARO OF PROFESSIONAL LAND SURVEYORS AND MAPPERS, M P.C. PONT OF CURVATURE W WEST IN CHAPTER 61017-&0..(FORMERLY CHAPTER 2INH-6.0).FLORIDA P.T. PONT OF TANGENCY W/ WITH ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027. FLORIDA STATUTES. A C AIR CONDITIONER P.C.C. PONT OF COMPOUND CURVE / NO SOID NNO SIDEWALK MM FIELD MEASURED RADIUS CLENGTH EQUALS •-� AR -,d� / Foundation Plan O.R V. OFFICIAL RROO OF EACOltDS VOLUME tL,'FI.+ CHORD BEARING &;DISTANCE EQUALS ' ` D D.B. DEED BOOK D DELTA OR CENTRAL ANGLE EQUALS . WARD. STATE OF FLORIDA. East Elev. o r .West Elev. I.P. IRON PIPE No. 5155 B.R.L. BUILDING RESTRICTION LINE CALC. CALCULATED REgS ED D SURVEYOR. CERTIFICATE Base Detail v v __. REVIEWED FOR CODE COMPLIANCE YZ CITY OF ATLANTIC BEACH If-1- 014M LQ. e X/4fE 49W- S,�r�so.v/ -J# SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONSFILE COPYb REVIEWED B1F., DATE: 2' hofre�-• rQ-� O.O`T' •?--ZST/9/.9�i1/,v.SOw „SS1'.�i4,�S' /'.It Bc�T• S<it� •� �U.�C,��/� S/-d ab, 2-EST.9/B . M . ,, 6e � mac' ov �� .S.tlG�. 4.v Z� 6 .��rT� 2�'a•� CTy,�.� %d OtB ���`�Ti�/itJCt• •+�i9�LCs� ��.�/.� h� .t/� �X¢i� 5 �(/ aSQ.N!J .GC�yoo �0) � _ Q G D•C•fir"�'�Y.��d. ��?�,�?��FO��Td Olt, 1W llf �, .x•91 ES w� -' � ¢5 • N •l,.,�cs.�dLT 11 iia`' � `v � oLUUJ ff': r IV- c Alps-., A. { i 1 •• C ♦♦•• �� Vev t ♦� .Z' Z �o' 00 UWJ La UJI LU �CV N W W �o�aU Roof Framing Plan _ HETET Section fd/ .. Floor Plan Q S