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Untitled MAP SHOWING SURVEY OF Lor .3/- z3coci, _ r3EACN5 1 of AS RECORDED IN PLAT BOOK 42 PAGES_r4,!4,4,/dd, /aC OF THE CURRENT PUBLIC RECORDS OF CU V4 L COUNTY, FLORIDA. RE (ATO peLKEYY �3urLpER.S CEiA ) Dominick i st no Fi I�r ��// �/ Teoples First Fzriancial Savings and Loan Association Connonwealth Land Title Insurance Company ,illi 2 9 1998 4a 'l�= 4, , each � Building and Zoning r ',) 30 1993 f�Ul�f�lfl� and zollil1lt" nE-HC- H u 6� of �av�ueur °/-9 rte. &0.07 ,f kty via 'roe p2�G•, ' .•- [nv.+.,e'`9, � . U UJ S. Sra,eV T- 4. v V 4.Z' . o 3� 3Z N /C1A11,FNcP ,�G• let /6 V) °'3'V'5' `y 6 L/� K lY{+C ~�' - V `�� IVIT 'Y - --� l3 U4-r /S^rP34_�Z) � C✓p.I�r9J LvT C) r L O T /� r2 r /�,�G�/�c�;sr�.•ZT.S�pr�3 r� � o l�f:�pd�`��Ny 5 LEGEND DA1E A.JAR•,5,,tP93 NOTES: xY DENOTES CONCRETE MONUMENT SCALE /"=7D^ -X DENOTES FENCE JOB N0. /79BU- Z"w vv /W Lir E C7F B�•AC,�-! A vC.VU� O DENOTCS IRON PIPE SET(.t..u,��s J Ly P 7 • DENOTE$IRON PIPE;OUND .S.3 9"OO"�. f.Bearings are based on - x DEN0)Ls cRoss cur 2.This is a _._ BouFvCIA ey'' Survey. — --_'�-_ 3. Elevations shown thus (15.0) refer to N.G.V.O. of 1929. Richard A. Ntl��er & 1►SS�CI?ItBS, inc. 4.Subject property lies within Zane "X' as shown on F.I.A.Flood Hazard Boundary Professional Land Surveyors Map 's Community No,---1 z 11330-5 St,Johns Industdai Psrkway North dated APa ,7•,989 Jacksonville,Florida 32216 5.Unless otherwise noted,any portion of the subject parcel that maybe deerned as Wetlands (te)642-Ml by State or Governmental Agencies, has not been determined and any liability resulting I I. LB C .'.iIFY THAT THE SURVEY SHOWN HLHCUN NILETS 111E MINIMUM theieflonl is not the responsibility of the undersigned. 1ECIINI f STP,Nr TUS SET IUk1H BY 111E rIUkIDA BOARD OF LANA 6.There may be Restrictions or Easements of Record evidenced by title examination that have 1, 01 PUR ANT 10 5 E C N 0 -1%2.02, F,Lr;aTIDA r r rL' not been shown hereon, NOT VALID UNLESS EMBOSSED WITH A SURVEYORS SEAL RI HARD A. MILLER, P.L.S, CERT, NO.3848 M CHK. By FB • 935 PG 7Z 1 0 0 C c� 0 �o Olds r - ' RE EIVED .1111 2 9 1998 City of Atlantic Beach Building and Zoning 2a'1 SCALE: -o A('PROYED 6Y O+ 2 4 O O 12 DPAYVN 8Y DATE: I��- f i is 1 � f lr•7G`r Bea Q„ - � �; c, I � t �9 r ...... .............. AUG 19 1998 City of Atlantic Beach Building and Zoning 1 ---- 1 ROW 10d NAILS 2"x6" SYP No.1 CAP RAIL. INSTALL Z-FLASHING AND REVISIONS BY ® 12" O.C. FASTEN TO 6"xWATER PROOFII(G+ AT JUNCTURE POST W/ WITH EXISTING ,WALL AS PER �� �� 6pcs'�t2d NAILS NOTE: CONTRACTOR/OWNER - -� 2 x4 P.T. SYP No.2 Z-FLASHING AND TOP RAIL 2"x�" P.T. SYP No.2 Z-FLAf�SPH OF�AN � STEP AS PER OWNER, 6'MAX) WATFNOTES VERTICALS 5'/2" O.C. DESIGNE BY OTHERS 2"x6" P.T. SYP No.1 DECKING FASTEN TQP RAIL AND (4" CLEAR MAX.) 2pcs-10d RING SHANK STAINLESS BOTTOM RAIL TO 6"x6" STEEL NAILS AT EACH INTERSECTION POST W/ 4pcs 12d TdE NAILS EACH' END. SLOPE 2"x10" P.T. .SYP No.2 CONTIIyUOU5 � � •-7-��- ��� 2"x4" P.T. SYP No.2 2,,x6" P.T. SYP No.1 DECKING LEDGER w/ 5 ROILS 16d RING SHANK:. BOTTOM RAIL W/ 2pcs-10d RING SHANK STAIEXISTING kNS SS STEEL NAILS INTO STUDS ® 16" D.C. MAX. I I STAINLESS aTEEI , NAILS-AT EACH INTERSECTION 2"x8" P.T. SYP No.2 DECK 2'-0" DIAMETER x2'-0"d 1pc, SIMPSON LUS28 STAINLESS JOISTS 0 16" O.C. CONCRETE FOOTINT W/ I I 2"x5., P.T. SYP No.2 BAND STEEL FACE MOUNT HANGER 1-#5 EACH WAY I POOL DESIGN BY OTHERS I w/ 10-10dx1 '/2" STAINLESS EXISTING WALL FRAMING # BO�ARQ w/ 4pcs 12d RING (TYPICAL 4 LOCATIONS) J SHANK STAINLESS STEEL NAILS STEEL NAILS d 6"x6" P.T SYP No.2 Z cn DECK POST I I 1 pc SIMPSON ABU66 POST BASE INTO EACH DECK JOIST w TYPICAL 10 LOCATIONS)t' 4'-4 1/2 g _g g -3 I gG ¢-p I 5 „ 2x8 P.T. SYP No.2 » » uj ( ) w/ /8 x12 ANCHOR BOLT „ DBL 2x10 P.T. SYPH No.2 HEADER sr'*CTION , r z _© I I AND 12-1Qd RING SHANK JOISTS ® 16 O.C. BEAM. FASTEN TO 6x6 POST 4 �. Z c� w 1 `® 1 `® 1 STAINLESS STEEL NAILS W/ 2pcs 5/5"0 HOT DIPPED �_lSCALE: 3/4 - 1 _O ¢ w _z) o 0 J NOTCH POST 2 TO RECI�VE GALVANIZED THROUGH BOLTS .j w CV 0 2'-0"Ox2'-O"d 2'-0"Ox2'-0"d 2�-0"Ox2'-0"d 1� �r DOABLE '2"x10" HEADER ,BEAM 1 ROW 10d NAILS 2"x6" SYP No.1 CAP RAIL. < ¢ v 00 P.T. SYP No.2 POST ® 12" O.C. FASTEN TO 6"x6" POST W/,' / ^► / "� / -� uj f�0t-€ -e--M.AX 6pcs 12d NAILS U = ow m ® 1 ® � ® 1 �"� 2"x4" P.T. SYP No.2 00 ` � / ` � / ` � / / 2'-0" DIAMETER x3'-0"d = TOP RAIL L U' (n -j a O 2'-O"Ox2'-O"d 2'-0"Ox3'-0"d 2'-0"0x3'-0"d 2'--0�'�(Y-0"d CONCRETE FOOTING W o 3 " " = o o z -a I / I 2x2 P.T'� SYR No.2 z u- 1-#5 1-#5 EACH WAY d. VERTICALS ® 5'/,u O.C. O Co 12$'w x 10"d INTEGRAL (TYPICAL 5 LOCATIONS) GRAVE _ (4 CLEAR MAX.) � D POST SUPPORT _ _ _ FOUNDATION SEE - z ^ z SECTION 6/S-1 2'-0"Ox3'-0"dcli '� I = U 1 I I ' l 2"x4'' P.T. SYP No.2 2"x6" P.T. SYP No.1 DECKING O 0 I II . BOTTOM RAIL W/ 2pcs-10d RIND SHANK 2 -0 �x3=0 DEEP STAINLESS STEEL NAILS AT - TYPICAL ao I I' , a CONCRETE FOOTING W,L EA N INTERSECTION 2'-0"�x3'-0"d ay. 1 a . e 1-#5 EACH WAY Q A I I OR ! _ 0 EXISTING TWO STORY 1 I I. , 4 2'-0"x2'-D" DEEP IK RESIDENCE °. I I. CONCRETE FOOTING w/ L_ 1-#5 EACH WAY SEE PLAN 2$148p',,P.T. SYP No.2 2pcs 2"x1O" P.T. SYP No.2 DBL JOISTS © 16 O.C. END JOIST, FASTEN TO 6"x6" POST O W/ 2pcs 5/gr% HOT DIPPED � 6"x6" P.T. SYP No.2 PO$T GALVANIZED THROUGH BOLTS 2'-0" DIA, 5 SECTION � S--1 SOLE: 3/4'f - 1,_0„ ' 1 SECTION ' x8" P.T. SYP No.� POST O POST FOUNDATION PLAN w INTEGRAL P --.- 1pc SIMPSON- ABU66 POST',BAS� Cl... S-1 SCALE: 3/4" = 1'-0"' w/ 5/a"Ox12" ANCHOQ! BOLT G- AND 12-16d RING SHANK _J w SCALE: 1/4" = 1'--0" STAINLESS STEELr NAILS / @"x6" P.T. SYP No.2 POST BEYOND, EXTENDED _.' . o. • Q (, I I FOR HANDRAIL WATER LINE I I 2"x6" P.T. SYP No.1 DECKING 6" Q w W/ 2pcs-10d RING SHANK W w 11" TREADS w/ 7" RISERS, STAINLESS STEEL NAILS A 6" WATERLINE Z O ADJUST 2 RISERS AND 1 TREAD ������___�..�.�^.�.�W�.��-____.__.�._.__.�____'� EACH INTERSECTION \ � SEAT TILE aZ. 10 BOND BEAM W/ 2-#4 COMBINATION AS REQUIRED FOR ,, '' FINISH DECK HEIGHT �; -�-----�� � � 2"x8" P.T. SYP No.2 BAND CONTINUOUS AROUND ,• W �- _- I.M..-:: ; I BOARD w/ 4pcs 12d RING PERIMETER (TYP) I c•1 a a w SHANK STAINLESS STEEL NAILS ► �- Q w CO 2x8 P.T. SYP No.2 I I INTO EACH -DECK JOIST 12 Z v } I JOIST ® 16" O.C. 10"d INTEGRAL �.! p F i ' ( I I '► POST SUPPORT FOUNDATION CD z 3pcs 2 x12 P.T. SYP No.2 DBL 2 x10 P.T. SYP N6.2 -- I I I DBL 2 x10 P.T. SYP No.2 STAIR STRINGERS HEADER BEAM, SPLICE . I ! 1 pc SIMPSON H2.5 STAINLESS I I HEADER BEAM. SPLICE w/ 4-#4 VERTICAh DOWELS � ' i STEEL HURRICANE CLIP w -'-� TOGETHER W 3 ROWS 10d w/ STD 90' BEND INTO 10" TOGETHER w/ 3 ROWS 10d ! i POOL DESIGN BY OTHERS j > >� / ING SHANK STAINLESS SEAT AT POST LOCATION RING SHANK STAINLESS i lOpcs 10dx1 /Z S.S. NAILS STEEL NAILS @ 12" O.C. I I STEEL NAILS• ® 12" O.C. 1'-8" 6" CONCRETE POOL " 6"x6" P.7 SYP No I i , WALL, w - , DECK POST � �, , >, , ', �.-... " � � r2"*� 5�`CTION � #3 R�INFQ�CING �" U) (TYPICAL 10 LOCATIONS) 4'-4 1/2" g -g 81-31 ( 9 -0� ; -� 4 -0 I (� O.C. EACH WAY, S-1 SEALS: 3/4" = 1'-0" (TYPICAL) � ._ E C Ti ON ,- r EXISTING BUILDING 6 I I j / x 3/4" , » '"'"'C;ITY O F ^T r 0 f / ��S_lSALE: -- 1 -0` S-1 E� ,_D Nu Z(DN tiff.; i II II __.. _.__...._..................r._.. x6 P.T. SYP N o.1 DECKING W/ F E3 1 0 9 2 004 0j I 1 �/ �gcs-lOd RING SFtA1VK- STAINLESS � ,� , I _ _ L ��� STEEL NAILS AT EACH INTERSECTION " I ®" I » r 0 6 x6 P.T. SYP NO. BY; 2 8 P.T S N .2 JOISTS 1 C. L `�� _I POST BEYOND J LJ LJ LJ LJ LJ J LJ LJ LJ LJ LJ LJ FL_1JFL_JjjL L ° . ��\� BUILD UP PERIMETER OF L S1 1 DECK WITH EXCAVATED) CONCRETE" BRICK PAVERS EXISTING FILL CONCRETE/ BRICK BY OTHERS 4 L II TYPICAL o 2"x8" P.T. SYP No,2, EXISTING GRADE S-1 2x10 P.T. r a 2 JOISTS ® 16" O.C. SLQPE APPROVED SYP No.2 LEDGER �-- L S-1 0 - CITY OF ATLANTIC BEACH I 2"x10" P.T. SYP No.2 LEDGER. :. . J; tir ��. w:r.:.�.:v:. . . ...�:. BUILDING OFFICE L " o II DBL 2"x10" P.T. SYP No.2 HEADER oo w";,- ••,,� :�,w� -, . .w...�•ti;�: :j.:x' 4 r II BEAM. SPLICE TOGETHER w/ 3 ROWS FASTEN "W/ 4 ROWS 16d RING ,,EAT FEB 112004 L 10d RING SHANK' STAINLESS STEEL SHANK STAINLESS STEEL NAILS EXISTING TWO STORY S -1 r li NAILS Q 12" O.C. lossBO D BEAD W/ 2-#4 I 0 �, �1� C� 16 Q.C. INTO EACH GONTINljOUS AROUND E3�I: DRAWN RESIDENCE 2"x6" P.T. SYP EXISTING STUD PERIMETER (TYP) L MLC POOL No.1 DECKING � : CHECKED CCK (TYPICAL) 3 SEC TION INTEGRAL 6x6 POST 3 2"x10" P.T. SYP No.2 LEDGER �_lSCALE: 3/4" = 1'-D" FOOTING BEYOND 02/09/04 S-1 / � SCALE 6" CONCRETE POOL WALL AS NOTED W/ #3 REINFORCING 0.12" ��������►�rr,��� JOB NO, D.C. EACH WAY TYP 6" CONCRETE POOL SLAB '�� ER c E04-016 ( ) W/ #3 REINFORCING 0 1 � ' Ut N.•••••.: fi ELEVATED TIMBER DECK FRAMING PLAN O.C. EACH WAY (TY �►�►F! ,�� .9r�� SHEET =e :y , F •. SCALE: 1/4" - 1'-D" 7 SECTION - A S-1 SCALE: 3/8 = 1;'-'0" . +.1, ►� ,,* SHEET 1 OF 2 UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: (REVISIONS BY DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001. MEMBER SUPPORT SIMPSON CONNECTOR WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS REGION. 1. LIVE LOADS DECK JOIST: HEADER BEAM 1)H2.5 CLIP UNIFORM LIVE LOADS LEDGER BEAM 1)LUS28 FACE MOUNT HANGER ELEVATED TIMBER DECK 40 PSF DECK HEADER BEAM: 6"x6" POST (2)-5/,,"0 THROUGH BOLTS 2. BASIC WIND SPEED 120 MPH IMPORTANCE FACTOR 1.0 6"x6" POST: FOUNDATION (2) 5/8Ox1'-6" REINFORCING EXPOSURE 'C' STEEL ROD EACH WAY MEAN ROOF HEIGHT 15.0 FT INTEGRAL FOUNDATION (1)ABU66 ROOF PITCH 0/12 (0.0 DEGREES) w/ POOL WALL 3. ALLOWABLE UNIT STRESSES: A) CONCRETE -- DESIGN AS PER ACI 318 LATEST EDITION NOTES: CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI FIBERMESH 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. B REINFORCING STEEL - ASTM A615 GRADE 60 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ) 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: C) SOIL BEARING (DESIGN MAX.) 2000 PSF H2.5 10-10dx1'/ " S.S. NAILS U LUS28 10-10dx1 1/Z" S.S. NAILS Z 4. ALL LUMBER, TIMBER, AND POSTS SHALL BE PRESSURE TREATED IN ACCORDANCE - � ABU66 x12" ANCHOR BOLT AND WITH AWPA STANDARDS. C-2 AND C-14. THE PRESERVATIVES SHALL BE IN . w 12-16d S.S. NAILS 12- ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571 J AND TTW-536 AND AWPA W z O STANDARD P--5. z j0 ALL LUMBER, TIMBER, AND POSTS ABOVE GROUND SHALL BE 0.40 CCA. < ¢ _ 00 c� ¢ UCO 5. ALL LUMBER AND TIMBER SHALL BE SYP No-2 AND BETTER (MINIMUM), WITH AN �- ¢ w ALLOWABLE BENDING STRESS fb-1200 psi, IN ACCORDANCE WITH SOUTHERN U � o m z YELLOW PINE INSPECTION BUREAU GRADING RULES. F v J w WV) cn � m 6. ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED, BOLTS SHALL MEET = 0 o > � REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED INO J o �- ACCORDANCE WITH ASTM A-153. NUTS SHALL MEET THE REQUIREMENTS OF Y ASTM A-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE W/ o ASTM A-153. ALL EXPOSED WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). Z _ 0 ALL NAILS TO FASTEN THE 2"x6" DECKING SHALL BE 10d RING SHANK TYPE 316 0 U STAINLESS STEEL. �-- ALL NAILS TO FASTEN FRAMING SHALL BE 12d RING SHANK TYPE 316 STAINLESS STEEL. ALL SIMPSON H2.5 HURRICANE CLIPS AND LUS28 FACE MOUNT HANGERS SHALL BE TYPE 316 STAINLESS STEEL. 7. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER O 0 FOR REINFORCING SHALL BE AS FOLLOWS: Lj- FOOTINGS 3" 8. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE Q TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS O AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING Q.. OF CONCRETE. 9. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q W 10. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER 0L U MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING (' Z CONSTRUCTION. W W Q _o 11. VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE. 0 D a* 0 z � � 12. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE W ¢ _ RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE O LU CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR m m THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, Q W 0) � ¢ U � LLI C) DESIGN UPLIFT WIND PRESSURES FOR ELEVATED DECK COMPONENTS AND CLADDING (PSF) �y-J AREA 10sf 20sf 30sf m UPLIFT SUCTION SUCTION SUCTION -31.3 -30.4 -29.8 AREA 40sf 50sf 60sf 0 UPLIFT SUCTION SUCTION SUCTION W -29.4 -29.1 -28.9 W PROJECT LOCATION W DRAWN MLC CHECKED CCK 02ATE 09/04 SCALE AS NOTED .`, C EA ', JOB NO. Wind Zone Map :••�o�" . y � E04-016 m `� vy4� ` '��.r �^" SHEET S 2 ��<<:����•`' SHEET 2 OF 2