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Wk 9NL13B I; 7M'* 'Ge 101 -40 3117 41 WN 3N2 H1 IN Arid AV 03SY9 3&Y SWUM Gt s 3 531ON A3AW15 0 AAAwti+ 3A1t1Q 45Z371Y5 DrL V�r� 1 'Ss:3,pd Jr 133&1S � Nta0d03 S3wrI 30 IZ -:W39 3AIS177J%3 Stu UDj 0Na 01 031311b33 ; mar ae Mit} 09 :3.tZbCF voido,-j 'AiNnGO 7trfou j0 SOHO338 1I78nd 1N3H803 3HI 30 '19 -ONV •u9 G 39Vd OE x008 IV7d NI 03080311 SY -403N3H.1 iVId 3H1 01 JNIOH0:7JY ':31VO ilNn Siq-?Yd IY.40d '9 ;43079 'TO 101 NOIIdP13S30 rU COMMUNITY DEVELOPMENT U APPRnVpn 0 !Y s -3 D , ya= JUN 2018 �! MAP OF BOUNDARY SURVEY DESCRIPTION: LOT 21, BLOCK 5, ROYAL PALMS UNIT ON 'ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, PAGE(S) 60, AND 61, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: JAMES GORDON STREET ADDRESS: 740 SAILFISH DRIVE ATLANTIC BEACH, FL 32233 SURVEY NOTES: /1 BEARINGS ARE BASED ON PLAT WITH THE NORTH LINE OF LOT 21, BLOCK 5, BEING N65 -20'02"W. /2 UNDERGROUND UTILITIES, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP PANEL NO. 12031C 0408 H. EFFECTIVE 06/03/ 013, THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE "X". /4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT TITLE SEARCH, TITLE OPINION OR TITLE INSURANCE. N5 DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. /6 ALL EASEMENTS ARE PER PLAT UNLESS SHOWN OTHERWISE. f7 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH ARE NOT SHOWN ON THIS SURVEY WHICH CAN BE FOUND IN PUBLIC RECORDS OF SAID COUNTY. 08 THIS SURVEY DOES NOT GUARANTEE OWNERSHIP. #9 TEMPORARY, NON -PERMANENT IMPROVEMENTS AND/OR MAN-MADE ITEMS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING; BUILDING MATERIAL, STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY BUILDINGS NOT ON FOUNDATIONS, VEHICLES ON BLOCKS MAY BE ON THIS PROPERTY BUT NOT LOCATED OR SHOWN. /10 LEGAL DESCRIPTION PROVIDED BY CLIENT. > MATTER EL - ELEVATION WV - VALVE P I cnES. - CONCRETE (P; - - PLAT CFTC. F� C.M. - CONCRETE u M. - CONCRETE MONUMENT - PO T Y PB LL F. I. R. C. FOUND IRON ROD AND CAP P.C. - POINT OF CURVA co i F.I.R. - FOUND IRON ROD U.E. - UTITLITY ES F.I.P. - FOUND IRON PIPE D.E. - DRAINAGE EA 01E S. I. R. C.- SET IRON ROD AND CAP C B 8 - CURB 6 BUTTER C.L.F. F. NO - FOUND MAIL AND DISK R/W - RIGHT OF WAY N. F. a 0U - FIELD MEASUREMENT C/L - CENTERLINE B. z (C) - CALCULATED MEASUREMENT LP -LIGHT POLE C. 6' W.F. —i—i—i i— WP w J 4' C.L.F.—X— C ar LL .......... 7 ..................... ...................... ~.'.'.'.'.'............ C/L SAILFISH .. .......................... .............................. DRIVE 60 ' R/ W ....................... ..�. . 22. A&if LT PA ...... ....... V..... '.'.'.'. . ................................................................................ MIAMI....... Cj*......................................... F. 0.6' �a Qo o� 9i obi LOT 20 ;u:4 BLOCK 5 0� o� Qo �2 M.F. 0.9. N� CS N85 20'02'# 80.65' (P) 80.60 (M ti� ti SOO n, 01- 39.7 CO o j tic VE a /� /ENTRY / ti 1 STORY STbCCpj / f 740 49.8 ` A/C PATIO I L 0 T 2 1 I BLOCK 5 ASSOC o NB5 2002 "M 80.65' (Pj — SU9Y N85 39'02"# 80.65' (C) . 0 BLOCKT05 I N85 ?0'02'# 32395 (P) TO P. C. I N85 23'56"# 323. B7 (N) F. NO .Z /B" I0 8r`47RICIIOV LINE PSR PLAT �o �w LOT 22 BLOCK 5 fI L� _ 1.3' IT FOW OR SET A= TO BUILDING OOIALSTACKED SCALE: I" = 30' I NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON tld4oy AAW-.06 THE FACE THEREOF. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CLYDE 0. VAN KLEECK CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE FLORIDA GISTERED SURVEYOR AND MAPPER NO. 2546 RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS NOT VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED WRITTEN CONSENT OF THE SURVEYOR. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FIRST COAST LAND SURVEYING, INC. 840-222 EDGENOOD AVE SOUTli JACKSONVILLE. FL.32205 PHONE (904) 779-2062 FAX (904) 779-7784 CERTIFICATE NO. LB 7261 DADSURVEYOR@AOL.COM PPDJECT INFORMATION ORDER N0: 27575 DRAWN BY: VAN KLEECK REVIEWED BY: TNP CHECKED BY: VAN OFFICE COPY 51066 q'-11 " 0 r N -14o Se�\J.s\r�, 2868 W4219 W8i36 11 B15R: 5536 BGB24R i 11' v O o — � m � m 4'-10" O�— 63oz1 O O 10" C' m 2068 �- L — — — — — cv \ O N m. Electric Panel 2068 2668 „aaih x>r, a n '� 2668 11'-10 1/2" .` 3068 211400H \ 4-110 l/8" �o 0 2' LIVIMS AREA 12'L 10„ Ir r 3040DH 30400H 4'-5 1/2" OFFICE COPY 51068 2868 1^14219 N8-73b7� �515R 5536 BG824R � � m � 5' 00 0 O m m Iry N m m 11'-10 1/2" 9' .� 3068 2114ODH �,b 2868 2' LIVING A RFA 3040DH 12'10" r- 3040DH V v m OSB PORTION TO TO " OSB GUSSET PIECE OF 4x8 SHEET. OSB PORTION TO REMOVED " OSB GUSSET "A" CUT FROM 1 PIECE OF 4x8 SHEET. FASTEN TO TRUSS MEMBERS w/0.131x3 0 6" O.C. 2x4x10' LONG. FASTEN TO TOP CHORD WITH 2—ROWS OF 0.131x3 ® 6" LYWOOD GUSSETS SCALE: 3/4" = 1'-0" FRAME AROUND EXISTING DUCT " OSB GUSSET "B" CUT FROM 1 PIECE OF 4x8 SHEET. FASTEN TO TRUSS MEMBERS w/0.131 x3 CSD 6" O.C. " OSB PIECE OF CUT HOLE FOR EXISTING AIR DUCT 18'-0" NEW OPENING 1 S1.0 PROPOSED CONDTION — SHOWING PL SCALE: 3/4" = 1'-0" A 2x4 WEBS TO MATCH EXISTING TRUSS. FASTEN TO EXISTING w/0.131 x3 © 3" O.C. 2x4 VERTICAL 2x4 FLAT WISE POST FIT TIGHT BETWEEN AGAINST TRUSS BOTTOM CHORD, FASTEN TO MASONRY WITH 1—ROW OF J"x3" TAPCONS 0 16" O.C. 1 S1.0 '— 2x4 HORIZONTAL 2x6x19' LONG. FASTEN TO BOTTOM CHORD WITH 2—ROWS OF 0.131x3 ® 6" 18'-0" NEW OPENING PROPOSED CONDTION — SHOWING S SCALE: 3/4" = 1'-0" EXISTING WOOD TRUSS ON WALL MASONRY LINTEL TO BE REMOVED AFTER BUILT UP TRUSS AND OSB GUSSETS ARE INSTALLED MASONRY WALL TO BE REMOVED EXISTING MASONRY AFTER BUILT UP TRUSS AND OSB TO REMAIN GUSSETS ARE INSTALLED 6'-0" 6'-0" SSET "B" CUT FR x8 SHEET. OSB PORTION TO OOD GUSSETS F "C" CUT FROM 1 PIECE OF 4x8 SHEET. " OSB GUSSET "C" CUT FROM 1 PIECE OF 4x8 SHEET. FASTEN TO TRUSS MEMBERS w/0.131 x3 @ 6" O.C. 2x4 WEBS TO MATCH EXISTING TRUSS. FASTEN TO EXISTING w/0.131 x3 @ 3" O.C. 2x4x10' LONG. FASTEN TO TOP CHORD WITH 2—ROWS OF 0.131x3 ® 6" 2x4 VERTICAL 2x4 FLAT WISE POST FIT TIGHT BETWEEN AGAINST TRUSS BOTTOM CHORD, FASTEN TO MASONRY WITH 1—ROW OF J"x3" TAPCONS @ 16" O.C. BUILT TRUSS MEMBERS MASONRY LINTEL TO BE REMOVED AFTER BUILT UP TRUSS AND OSB GUSSETS ARE INSTALLED EXISTING CONDTION — SHOWING WALL TO BE REMOVED SCALE: 3/4" = 1'-0" Am, EXISTING MASONRY TO REMAIN DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN LOADS: ACTUAL AND UNIFORM ROOF LOADING (cd=1.00) TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf BOTTOM CHORD DEAD LOAD 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 GENERAL NOTES: �0 ZJ2 �eo ilk OFFICE COPY gE-VIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: / I DATE. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE NEW OPENING IN THE EXISTING WALL AS SHOWN IN THE THESE PLANS, ITEMS NOT DESIGNED INCLUDE WATER/WEATHERPROOFING AND ANY OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. EXISTING RID( `---.J MASONRY LINTEL TO BE REMOVEC AFTER BUILT UP TRUSS AND OSE GUSSETS ARE INSTALLEC MASONRY WALL TO BE REMOVED AFTER BUILT UP TRUSS AND OSB GUSSETS ARE INSTALLED PICTURE —SHOWING LIVING ROOM WALL TO BE REMOVED NEW 2X4 TOP CHORD. FASTEN TO EXISTING 2—ROWS w/0.131 x3 ® 6" O.C. LUS28-2 HANGER EXISTING RIDGE BEYOND NEW OSB GUSSET PLATE NEW 2X6 TOP CHORD. FASTEN TO EXISTING 2—ROWS w/O.131 x3 ® 6" O.C. ROOF SECTION SCALE: 3/4" = 1'-0" EXISTING TRUSS TOP CHORD EXISTING TRUSS BOTTOM CHORD EXISTING ROOF SHEATHING R R 0 d H==H H P 1d --ti MASONRY WALL TO BE REMOVED AFTER BUILT UP TRUSS AND OSB GUSSETS ARE INSTALLED Christopher) Sabourin PE FL P E#71461 PLAN NAME 740 SAILFISH DATE 06.08.18 SSE No. AS H L-18-0050 ISSUE DATE PERMIT 06.08.18 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CF-IRISTOPFIER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM TFIESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO TFIE ARCHITECTURAL DRAWINGS OR CONTACT THE EDP- DESIGN OR DESIGN CRITERIA AND FRAMING PLAN SHEET SHEET 1 OF 1 o Z o �D x v 0 P N U(�M� NO cn N � W x Christopher) Sabourin PE FL P E#71461 PLAN NAME 740 SAILFISH DATE 06.08.18 SSE No. AS H L-18-0050 ISSUE DATE PERMIT 06.08.18 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CF-IRISTOPFIER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM TFIESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO TFIE ARCHITECTURAL DRAWINGS OR CONTACT THE EDP- DESIGN OR DESIGN CRITERIA AND FRAMING PLAN SHEET SHEET 1 OF 1