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2266 W OCEANWALK DR RES22-0016 f45 "'' ` Building Permit Application Updated 10/9/18 Lt ` $ City of Atlantic Beach Building Department **ALL INFORMATION u 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY `psi IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 2Z1Q to VJeM— U%.G liN(AJ A LI< DRIVE Permit Number: R.E- 2-Z- 001 c Legal Description 42114 3-7•2S"Zq6, Y2 OCCANEAMLK Un Ira Lor47 GI/2 Of RE# t()q 4-1n3 - lCq3 Ctc Q,i (atci VI I 33-1,A-'2- Valuation 1A'ZValuation of Work(Replacement Cost)$ 45►000 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New DAddition DAlteration DRepair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ElCommercial DResidential • If an existing structure, is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: K ,'+c 11-en Op at Lav n d ry ROO nc Pe vy 0 L.e--Q Florida Product Approval# for multiple products use product approval form Property Owner Information Name JGD OJJNIF(;K Go 1= Address 771 alp lA. \ 0CC1°IN W ALK D'204.6,. City P1 ..At3VC QC[4GN State E Zip 322.33 Phone '151-343- 39(D2.- E-Mail 5 1(DZE-Mail sr)C1 ne CA-C2-4 ® pY-vi (',OM Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information _S v(1Qrwyx.Er tn(.. Name of Company 14l1-F101k.kDA- C..Qs-k W. komeS Qualifying Agent ,Ann e .- Address I0033 nCAW1I('Gt_ DrtVC u1/4..)e.sf". City A-TA.__1f1C. aLtk State F/ Zip 32o$2- Office Phone q04'A 9-1$ -13$22 Job Site Contact Number State Certification/Registration# CG C 0 5 FE fiy E-Mail Ro--\r ._Gr 2(x)01 © n15n , Cov-v Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt o Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR : ► A ORNEY BEFORE RECO ING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Agent) /eignature of Contractor) 4v. Signe worn to(or affirmed) before me this 216 da of Signed and sworn to(or affirmed)before me this I5 da of af-AnL r , Z021 ,by \ 'enn t Celr &O k---- ucCvn b14 2021 , by Joh 12a�v>Lcr v n a, Signata e. ' t (Signature of Notary) y -u.Rcst--te of Florida Ann Gillette My Commission Notary Public State of Florida F.MI HH 192496 Ann Gillette [ ]Personally Known OR i EXp.1013112025 [ Personally Known ORMy Commission [Produced Identification 6.--mor.---7.. on - HH 192496 [ ]Produced Identification ?:p 10/31/2025 Type of Identification: 1L Dr 1-kC✓ - Type of Identification: NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. 169463-1093 State of Florida County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:42-74 37-2S-29E.41 OCEANWALK UNIT 3 LOT 47,E 1/2 OF CLOSE ROAD RECD O/R 19833-1382 Address of property being improved: 2266 WEST OCEANWALK DRIVE,ATLANTIC BEACH,FL 32233 General description of improvements: KITCHEN REMODEL AND LAUNDRY ROOM REMODEL owner JENNIFER OR JED GOFF Address 2266 WEST OCEANWALK DRIVE, ATLANTIC BEACH, FL 32233 Owner's interest in site of the improvement FEE SIMPLE Fee Simple Titleholder(if other than owner) Name Address Contractor ALL FLORIDA CUSTOM HOMES BY JOHN RAYMER INC Address 10033 SAWGRASS DRIVE WEST,PVB,FL 32082 Phone No.904-838-8822 Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself or herself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): lk THIS SPACE FOR RECORDER'S USE ONLY WNER I Signed: DATE 1,7 Z 24 ' Before m this LI qday of U.Q_Cgrfft N in f11 C c Doc#2022002364,OR BK 20082 Page 614, County o Duval.StAte of Florioia has pe oval a eared x xy 01 Number Pages:1 4_l t\ Cx? herein by ID mo s Recorded 01/04/2022 04:15 PM, himself/hetrself an affirms that all statements and declarations herein o�g c JODY PHILLIPS CLERK CIRCUIT COURT DUVAL are true and-accurate A3 po ma= COUNTY c Wo y RECORDING $10.00AZ/ r a m o o_ Notary Public at Large,S to of County of My commission expires: t O Personally Known ' l or Produced Identification 'F' p%*' LAC,' I 3 t N WP24-W Goff Residence W1538L 833 W3038 A138 -• MO= isi 2266 Oceanwalk Drive Atlantic Beach, FL 32233 F"S-°4 ' B33-1DF i res N. B18L 1 1 i cao Existing Plan (Kitchen) o -Ril §Demo wall 0 P. J 1 N Scope of work: m m , 1. Demo existing cabinetry and countertops o 2. Demo drywall pantry �l 3.Reframe walls to garage per plan I '�i1 0 1 4. Demo non load bearing dividing wall between kitchen i$11111®i°'; and living room 4"�°� � 0 I 8 N N 41 2 J N N .0 Ilii.ao•U7iI II Framing: new wall ---- . IDemo drywall pantry, Demo existing wall II Room Name I I 27 5!8" 30" 2+10!18"to I� I I Room Name w RFG-BEF-S W 11 2,... OMMl =MI 28 314" 27 518" 30" 20 1:2" 43 1/8" 78 118" Goff Residence 2266 Oceanwalk Drive A Atlantic Beach, FL 32233 N WP2-i•W Proposed Plan (Kitchen) _ W1536L 336 W3036 W33 DEF W3038 3 k.Scope of work: �j E 1. Install new cabinetry and countertops 1:11Q-Fur maul t `aTP,,,pn Q( , “,,A. pigp_ 2. Framing per plan • ' 3. Electrical and plumbing per plan - 11 Hew ew dishwasher location 1. Reframe non load bearing wall at garage per plan Electrical: 1. Relocate switches per plan 2. Relocate outlet for microwave drawer at new location ---- 3. Install range at new location 4. Install electrical for hood at new location 5. Install fridge at new location ` ' _ ' - 6. Install dishwasher at new location 0:1II.MilliMIIMMI-B -r•-o1 JIN-B Plumbing:1. Install new water line for frid a 5:21-012. Install new stop valves for sink at new location. II.;.� ■.�_� ADB27 B 3. Install new drain line for dishwasher at new location 7 1 ' I.lev�^ sinl. location I lew•microw•ave location Framing: new wall ----- I I lew range location Demo existing wall I [levy Fridge Location V li MI Plumbing in Accordance with J 2020 FEC Plumbing 7th Edition voou-3 MI Electrical in Accordance with voatru 2020 FL Electrical Code All Work Shall be in Aocordance to R3Ld?79 0•.4 W3818.24 the Florida Building Code 7th Edition 2020 1' '\HD-CSS.S/' W2736 W2736 N 159" DESIGN CRITERIA & LOADS MATERIAL SPECIFICATIONS ,FI: /3'A6IMMISIER m9ON Arr aR ao Ts h TINIFu.n am 9HAl1 BE IN ACCORDANCE ATI ASTM A 307 OR ; (? (J)124 N, IIIISCREW woo •24' CODES2020 ACRO A SNOW CODE-RESIDENTIAL.AND CURRENT REFERENCED ASIA F 1554 GRADE 36. •S Il'I O ISE OC. IIII CC �b i -NEAR4DE I COTTON124 S DS IIS SHALL BE Al ACCORDANCE WTI ASTM 4500(GRADE B). *ADO FRAMING MEMBERS II, EA II (2)104 COMMONS EXPOSED TO EXTERIOR Hum SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. MIEN MAX SHEATHING O r W. STAGGERED DEAD DLLOADD 17 PSF METe1�,�NNEcmeQ ALL METAL CONNECTORS WHICH ARE GAP IXC®m (2)11'0101.1 SMALLER GREATER TWIN(2)12. EACH SIOE UVE LOAD 20 PSF •SEATING GIP: Li STALL BE GALVANIZED OR BETTER. I/-/MIL JF-MAX W BEIDFWIT RFHSHA AR/RGD MARTA.ATNN'EMBEDMENT OF RODS OR REBAR DOMEL5 H BOUNDARY OF IIII ROW FRAMING SHEATHING I 1 BE 12 BM DIAMETER NIMWY. HOLES SHALL BE I/.'LARGER THAN REBAR SIX AND 1I IIII ((l 6FF QM CRO!fWET'� I.'LARGER THAN THREADED ROD SZE.(UOR) EXAMPLE CF V '�1 F3,VIONASTER H' III IIIA CARTFMIASIEN MEI UVE LOAD----L/240 UNSUPPORTED III ••' TROD 110111 TI DE TOTAL LOAD---L/240 SIMPSON SET-%P(MINIMUM EDGE DISTANCE PER MANUFACTURES (UNBLOCKED) II II SORER 0 16'0 III I WOW sac"' MAXIMUM DEFLECTION 0.75• SPEOFICATION) PANNE-EDGE IIII 16'W II' iS1WL SHALL BE A5TM A615,(RADE 60. , (TYPICAL) MI, 1. (�T (4�Y _c1v lCTru_eFm.SHALL BE ASiY AOp2.(RADE 50. •SNGIMNO ON Ill X-MM.IE• op.•1Y i op LOADING(ASCE 7-1Q1 RAD 4541MT atm FABMC NAAFI SHALL BE ASTM A1064. ' t',� ' DC EA SOE 8 •iAR90E BASIC WINO SPEED ,NEARSIDE EXPOSURE CATEGORY C I AIMNATO)VER NA I1N6FA(CALL ALL LAMINATED VENEER LUMBER 9IAIL MEET OR EDGE NAIUNC / !• - BUILDING RIM CATEGORY- -II EXCEED THE FOLLOWING 0E901 PRWERTES-ELASTIC MODULUS(E)2.000r6. PER TABLE I W IIIA - BUILDING ENCLOSURE QASSWTCATpN WEN BENDING STRESS(F6)260466.PLY MOTH OF 1.75• ` j1�I 3)104•12' 111111 (1)104 MAIM ADDITIONAL EACH HY INTERNAL PRESSURE COEFFICIENT- -30.00 i = I OC EA SXR O B.m. FIELD HALING ATE CONCRETE TEELY ;; III STAGGERED W/(1)104 ALL CONCRETE HAS BEEN CE9ONED IN ACCORDANCE WITH AO 31R.AND SHALL BE PER TABLE MNL ROOF EACH 904 COMMON O 6' CONSTRUCTED IN ACCORDANCE MTH AO 301,316 AND ALL OTHER APPUCAHIE OR ROW at_ (�y- OC ONE 9AE0 REFERENCED STANDARDS.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE FRAMING �/N KiW ON ONE 904 STRENGTH OF 2500 P9 AT 28 DAYS 1-�_��II� MEMBERS SCOPE OF SERVICEtal NAIL SIZE LEGEND NCI= ECM lEaI. TYPICAL CONNECTOR AT STUD COLUMNS.JACK-TO-KING ASS=MBUES, THE STRUCTURAL ENO CORNER POSTS.ETC. THE CONSTRUCTOR ENGINEER SHALL NOT HAVE CONTROL OR BE S.OR BLL PLAN REFERENCED NAL LENGTH DIAMETER 2. SEF FASTENMASTER FOR TW55LO1 INSTALLATION RECOMMENDATIONS FOR SEQUENCES; FORT MEANS METHODS,TECHNIQUES,PROCEDURES.OR a4 COMMON WALL,ROOF,FLOOR AND PORCH SEQUENCE$ THE ACTS OR CAISSONS O THE CONTRACTOR OR ANY 2A- 0.131' OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 64 RING SHANK 2%' 0.113' ®CEILING SHEATHING LAYOUT ®BUILT UP MEMBER FASTENING THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 104.1))6 IA' 0.146' TYPICAL.APPLY WHERE APPLICABLE TYPICAL.APPLY WHERE APPLICABLE IIMITS Of STRUCTURAL FNr1NFFNNG DLSCN IESPOISERITE9 TOM 3' 0.131' THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENONEER ARE IDA COIYON 3' 0.146' WI'PLYWOOD GUSSET INSTALLED E6, UNITED TO THE FOLLOWING:STRUCTURE TO SUPPORT ORAMTY LOADS, - SCE MTH CONSTRUCTION ADHESIVE RESIST UPLIFT,AND RESIST LATERAL LOADS MID MANTAIN CONTNUTY IDA RING MANX 3' 0.146' MID FASTENED./2-ROWS OF 04.2) FROM THE STRUCTURE TO SOLS BELOW.ITEMS NOT OE9ONEO INCLUDE. 124 COIYOR EC 0.146' O 6'O.C.STAGGERED FROM OPP. BUT NOT UNITED TO,PRE-ENGINEERED TRUSS DESOH,TRUSS-TO-TRUSS SIDES AT ALL WEBS MID CHORDS CONNECTIONS.OR ANY ARCHITECTURAL.MECHANICAL OR ELECTRICAL IRA COMMON 3A- 0.167 SYSTEM.THE CONTRACTOR SHALL BE REEPO66LE FOR THE DESIGN/ INSTALLATION OF ALL'WATER PROCI1NG NAL 511E LEDUC 63640 1. UNLESS OTERWSE NOTED ON PLAN OR RATIN DETAILS.INSTALL 104 NAILS. CO SPORT/MT NOTES FOR RENOVATIONS ADDITIONS ANO ALL COSTING 2. USE BORED HOLES MERE NEEDED TO PREVENT SPOTTING OF CO.BORED RILL IEIOIT 2.4 SIPS VERTICAL SOME HOES SHALL NOT BE GREATER THAN 752 OF THE NAIL DIAMETER Nl E1051NG 55 MEBS BI�2•-0' FASTEN EMI END R/2-N METALS SIBIJC11NE5 3. NOMINAL NBC LENGTHS AND DIANElERS FROM TABLE ABOVE SHALL BE MET Alp F AS Ii SHALL INFORIM MGN SHOWN ON THESE DRAMNGS REGARDING EXISTING PRIdI i0 THE APPLICATION W ANY PROTECTIVE COATING REMAIN AS IS UNLESS PORTIONS OF TCP MD BOTTOM CONDITIONS HAVE BEEN OBTNNEO BASED ON AVAILABLE SOURCES AT THE OTEAM-■■■■NOTED -401,0 -1 CHORD TO BE ABANDONED AFTER INC CF SiE901 TIN STRUCTURES ACIUAL�SBBA DD ON EXPERIENCE IN TEE GENERAL FRAMING NOTES 1 4RIVJ,,,' GUSSETS ARE INSTALLED. SMIFIELD MAY VARY PROM INFOFMAl1ON INDICATED N THESE DRAWNGS 8'=� CONTRACTOR SHALL VERIFY ALL FASTING CONDITIONS AND NOMFY 510p FRAMING SPFC11CA11OM5: � IMIfM1 M.I' ENONEER IN MRITNG BEFORE BEONNING NEW CONSTRUCTOR OF ANY ALL TOGO FRAMING HAS BEEN DESIGNED IN ACCORDANCE MTH NATIONAL DESIGN EXISTING INTERFERENCES MD/OR DISCREPANCIES THAT MIGHT EAST BETWEEN SPECIFICATIONS(NOS)FOR WOW CONSTRUCTOR.LATEST EDITION. ALL MOW 11256 EACH SUSSBEARING THESE DRAMNGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR MEMBERS EXPOSED TO WEATHER OR IN CONTACT WTH MASONRY.CONCRETE OR SOL f WALL SHALL REPAIR/REPLACE ANY DAMAGED HOSTING STRUCTURAL MEMBERS SHALL BE PRESSURE-TREATED.IF,ACO OR NON-DOT BORATE PRESERVATIVE NEW BEANO WNL YIN 2•4 Si62 O I6'0.0 DISCOVERED DURING CONSTRUCTOR. THE CONTRACTOR SHALL PROVIDE TREATMENT 15 USED.ALL ATTACHED FASTENERS 91ALL BE HOT DIPPED GALVANIZE).IF STRAP STUDS T 0 B W/H25A 0 32'OC M Z•-6' ALL TEMPORARY BRACING/SHORING.TEMPORARY SUPPORTS AND OTHER ACZA PRESERVATIVE IS USED,ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT ME SPC2 PT SOF PLATE.FASTEN 0/SMPSON A'N'TI I STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTOR. SAFETY OF GUARDRAILS AND HANDRAILS. HD 0 32'OD AND 0 EACH ENO OF WNL SEMENIS AND THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE SHALL BE DESGNED PER FRC.COMPLIANCE VAIN THESE REQUIREMENTS IS THE PLATE BREAKS RESPONSBUTY OF ME CONTRACTOR. RESONSIBIUTY OF THE RAIUNG MANUFACTURER. , PRF-MONEFRFD MSm1ANFO S STRUCTURES' SHEATHING SPECIFICATIONS MAY EYEBROW.CANOPY,A,EDALUMINUM EREI WALL BET OR ANY OMER BUILDING IEPEX AGES MN 6'DEEP 011AOU5 FOOTING BOOT NOT SPEOFICNIY PETALED HEREIN SHALL BE DESIGNED BY OTHERS AT NNE EXPENSE NEW MARINO WNL TAITACT FOR E ANY OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAMNGS A �• mar 1'ROW SNFnra MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS,REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION SPECIFICATION TYPICAL NALNC CABLE DC AIMING OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. $GARAGE ROOF TRUSS MODIFICATION PROFILE(3 TOTAL) CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WTH ANY OTHER TYPICAL APPLY MERE APPLICABLE WM:E.MN.V.•24/I6. Rd MC SHANK 04 RIM SHAMS O 4' PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. APA RATED 093 OR PLYWOOD O 6'D.C.EDGE,0.G OQ.4'D.C.FEND SHEATHING 6'DC.FIELD RTHN 4'OF ROW DID BIW SWATHING MOTES I. ROW SHEATHING SHALL BE INSTALLED NTH LONG DIMENSON PERPE2. PANEL NEDGE BLOCKNCDICULAR TO EIS NOT REWIRED �NA``ORTS 1,LEIGNE,ME/AMi� DEIC-SKATBND TIC This item has been digitally `•t�1,,,.•- , C'. ,'' I. SHEATHING GAPS SHALL BE MIN.5'AND MAX.R1..SEE DETAIL 1/S1 signed and sealed by Stephen ;.�,,+....‘C E Ns�.°.:7.., FORTRESS ENGINEERING GROUP, LLC 2. SEE NAIL SIZE LEGEND FOR TYPICAL LENGTH AND DIAMETER OF L.MCCONRy on the date 41,/ COMMONLY 9'ECFm NAILS N' • 'L FL CAN 34117 adjacent to the seal. •L 904-821-7300 Pdnletl copies of thiss.w„L.IACGOr✓•Y r,......-•••••-•--• -*' No.88723 :*V. 6622 SOLfOH SOUTHPOINT OR,SURE 240 STEPHEN McCORVEY document are not considered , - - JACKSONVILLE FL 32216 FL.P.E.#88723 signed and sealed and the ^-®^"^..'^^ * ;�` PROJECT GARAGE ROOF TRUSS BEARING MODIFICATION signature must be verified on �'O' any electronic copies. !�0• STATE OF ,•Ip0C 2266 OCEANWALK DRIVE ,� P<O R I O p•,•`t1.` ATLANTIC BEACH.FL 32233 ''�,�SN'••.,,,,,. NG�N FEEDJOB H FEG22-13 PAGE R ''/7S2jONALE 41,‘N‘s Si 01-11-22 77 I REAR PORCH • • - _ HATCH AREAS ARE NOT WITHIN THE SCOPE OF ::::dT \ MODIFIED ROOF TRUSS BEA-ING PER 3/51 O YMCA.(s)T USSES® MODIFIED ROOF TRUSS BEARING PER 3/S1 • MODIFIED ROOF TRUSS tEARING PER 3/S14 B .L.0 41,__ FKIS i:NG _ WAINEWL FRAMEARIAG�_ -REARING - _ AEC STRAPPING WAI L �cAHaGF1 SPECS a 3/ST E i 0 N- I^16 EXISTING GIRDER TO REMAIN I < HATCH AREA l.. 1 __ I 3 ARE NOT WITHIN THE SCOPE OF I A _ ____-. H _.. FRONT w I THIS PROJECT I PORCH II • • GARAGE ROOF TRUSS MODIFICATION PLAN SERV&PORTANT NOTES FOR RENOVA110NS.ADEMCNS AND ALL DOSING STRUCTURES INFORMATION SHOWN ON THESE DRAWINGS REGARDING EASING CONDITIONS HAVE BEEN FORTRESS ENGINEERING GROUP, LLC OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME Cr DESIGN INCLUDING FL CAN 3417 ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL 904-821-731X1 AS-BIXLT CONDITION FOUND IN THE FIELD MAY VARY FROM.NEORMATION INDICATED IN 6622 SORT{SOUTHPOINT DR.SURE 240 STEPHEN AAcCORVEY R€SE DRAWINGS. CONTRACTOR SHALL.VERIFY ALL EXISTING CONDITIONS AND NOTIFY JACKSONVILLE,FL 32216 FL PE.088723 ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EAST BETWEEN THESE DRAWINGS AND/CR ACTUAL PR12lEL7 GARAGE ROOF TRUSS BEARING MODIFICATION FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL 2266 OCEANANALK DRIVE PROVIDE ALL TEMPORARY BRACING/SHORING TEMPORARY SUPPORTS AND OTHER SUCH ATLANTIC BEACH.FL 37733 ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL 'Pe N FEG22-13 PAGE 0 DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY GE THE CONTRACTOR. GZ DATE 01-11-22J