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44 5th St RES23-0242 COAB Permit Form with ConditionsFinal Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION 4 WINDOWS RES23-0242 44 5th St PABLO CREEK CONSTRUCTION OWNER:ADDRESS:CITY:STATE:ZIP: WRA LLC PO BOX 2447 COLUMBUS GA 31902 COMPANY:ADDRESS:CITY:STATE:ZIP: Pablo Creek Construction 29 OAKWOOD RD JACKSONVILLE BEACH FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170160 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 44 5TH ST RESIDENTIAL WINDOWS/DOORS 4 WINDOWS $18500.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 TOTAL: $222.94 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 11/16/2023 PERMIT NUMBER RES23-0242 ISSUED: 11/16/2023 EXPIRES: 5/14/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $222.94 RES23-0242 Address: 44 5TH ST APN: 170160 0000 $222.94 BUILDING $145.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN REVIEW $72.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE SURCHARGES $5.44 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.18 TOTAL FEES PAID BY RECEIPT: R25532 $222.94 Printed: Thursday, November 16, 2023 1:27 PM Date Paid: Thursday, November 16, 2023 Paid By: Pablo Creek Construction Pay Method: CREDIT CARD 10116785331 1 of 1 Cashier: TG Cash Register Receipt City of Atlantic Beach Receipt Number R25532 RES23-0242 JOB COPY RES23-0242 JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY JOB COPY Digitally signed by William Stuhrke Date: 2023.10.05 18:22:30 -04'00'By Toni Gindlesperger at 11:22 am, Nov 09, 2023Reviewed for codecomplianceCEP BU169911/10/2023 6:53:39 AM BEARING HT. ·-- ---------4:z'i-r,i,m_-----POS T (TYP.)--' 36"H HANDRAIL (TYP.) �� V BxB P.T. POST ON ABUBB BASE ON EXIS TING CONC. FOOTING (TYP.) MAIN FIN. FLOOR �:=t';RADE----= ---------�===�----------------------------- Q)[] lllc=-------------c=if+-SEC URE JOlcTS TO EDGER N/ LUS2BSS HANGERS 2xB #2 SY P P.T. FLOOR I\ JOISTS @ lo" O.C. (TYP.) , ,.._Jlli=================='==="'====1 :==:::'l" c::=:::'---==�� � I � '\ ½" x 6" ANCHOR BOLTS N/ NASHERS @ 4B" O.C. i1illle=-----------�-c=II G FRAME NALL. INSTALL FLASHING OVER � � 2xB P.T. 112 SYP LEDGER BD. INTO en _____________ ¢ UNDER CEDAR SHAKE SIDING t litl===='(�2'=) �2x�B=#�2=5'=Y=P =P=.T�_=F�LOOWR a' Jo�15eeT===='i �lllc=--------=ll 1�p-~~~7 \;e' lllc=--------=ll � --111''.:'.'.'.'.:'.'.'.'.:'.'.'.'.'.'.::"H-1NSTALL P.T. OR SYNTHETIC DECKING MATERIAL �;::N)IIF--------=ll PER MF . INSTRUCTIONS NOTCH EACI-I 8x8 P.T. POST AND SECURE BEAM TO POST N/ (3) "14 x 4 ½" SCRENS 's-BEARIN(i__ H T. -� 0 ---'42"R 4X47'.r. -- POST (TYP.) , FINl�ED FLOOR "'I:= BEARING H T. ____ □ 1J _, MAIN FIN. FLOOR ',� GR ADE -- �s-�===========El ±111-411 - � •Fa "'+1 X N' EXISTING 7, -B" , " I \inwN J<t----------�;,--n•P' ,,J; W�u ,'.'.;; 10' TREAD 4211+-l 4x4 P.T. POS T (TYP.) ¾"H HANDRAIL (TYP.) B •STAIR NOTES,ACTUAL DIMENSIONS NILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/ORVARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY N/ R311.7 OF THEFLORIDA BUILDING CODE, RESIDENTIAL.GENERAL NOTES MAXIMUM RISER HEIGHT 7-3/4"MINIMUM TREAD DEPTH, 10" (NOT INCLUDING NOSING)MAXIMUM RISER HEIGHT VARIATION, 3/B" (ENTIRE FLIGHT)MINIMUM STAIR NIDTH, 36"MINIMUM HEADROOM CLEARANCE, <o'-B" (ABOVE NOSING) >HANDRAIL NOTES,ACTUAL CONSTRUCTION MUST COMPLY N/ R311.7.7 OF THEFLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALLNOT BE LESS THAN 34" OR MORE THAN 3B" IN HEIGHT ABOVETHE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PERFLIGHT OF STAIRS. HANDRAILS SHALL BE I 1/2" CLEAR OF ALLADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TONALL OR TERMINATE IN NENEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE I 114"-2" IN CROSS SECTIONALDIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALLHAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTIONSHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIEDIN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 50 LBS PER _J ;;az �,::Ill . ·1 v '-<1 "' c ,: V ��: ;:� @5 LU ,::, ,,,, = Cl!: / -4" SPHERE MAY o � NOT PASS rnTHROUGH y I.THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINEDBY OTf-lERS. 2.ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) FINISHED FLOORSLAB/BLOCK. 3, ALL INTERIOR AND EXTERIOR FLOCR ¢ STEP FINISHES Sf-lALL f-lAVE A NON-SLIP FINISf-1 TO MEET ASTM CI02B STATIC COEFFICIENT OF FRICTION MIN. OF O ,;,_ 4.FBC-R302.5.I, ANY DOOR BETHEEN THE DHELLING AND THE GARAGE 15 TO BEEITf-lER A I 3/B" MIN. THICK SOLID HOOD OR HONEYCOMB CORE STEEL OR THE DOOR 15TO HAVE A 20 MIN. FIRE-RATING. 5.FBC-R302_,;,, GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC HITH1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLEROOMS SHALL BE SEPARATED FROM ROOMS ABOVE HITH 5/B" MIN. TYPE 'X' GYPSUMBOARD. HHERE THE SEPARATION 15 A FLOOR/CEILING ASSEMBLY, ANY STRUCTURESUPPORTING THE ASSEMBLY SHALL BE PROTECTED HITH MIN. 1/2" GYPSUM BOARD. ,;,_ ALL HARDHARE TO BE STAINLESS STEEL LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. � NOT PASS_,/ THROUGH GUARDRAILS SHALL NOT BE LESS THAN 36" IN HEIGHT. THE TRIANGULAR OPENINGS AT STAIR TREAD� RISER, ¢ BOTTOM SHALL BE SUCH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. ---------------��---- ¾"H HANDRAIL (TYP.)- -i-------- - Q)[] V , BEARING HT. ��-----1--------------------------------------42'114"1 P:T:-----POST (TYP.)36'H HANDRAIL (TYP.)� 1111 I 1111 1111 FINISHED FLOOR ��--------i---------------------------.,_ BEARING HT. ____ � _________________________ -a"F""9"F""9"Rr,---------------,---J- - □□□□ □□□□ ------------1-------------BxB P.T. POS T " ON ABUBS BASE " 8888 ,8888 ON EXIS TING , CONC. FOO TING (TYP.) .,_ MAIN FIN. FLOOR ',.-GRADE □□□-_" □ □ □□ +-� - ""�----------------1=-----------H�-----------=J�7 N I ' s-__J EXISTING / BxB P.T. POS T ON ABUBB BASE ON EXISTING 's-CONC. FOOTING (TYP.) 71_811 _, s-7N ' ±71-1011 r If UP L 31_"11 " I I I I I I I I I I I I I I I I I I I I I bl I I I I I L ___________ JL ___________ J □ - (D.,'.',;':'.?!"OSED 2ND FLOOR PLAN (i)�!':'.?!"OSED 1ST FLOOR PLAN @ REVISIONS 1/\ COPYRIGHT © 2023 ALL RIGHTS RESERVED, THESE PLANS ARE PROTECTED BY COPYRIGHT LAHS. UNAUTHORIZED USE MAY RESULT IN LEGAL ACTION. ..... JACI<SON DESIGN COMPANY ,;,100 GREENLAND RD, 111003 JACKSONVILLE, FL 3225B KJACKSON@JDC-INC.COM TEL, 904-236-6573 STATE OF FLORIDA IIIB2,;,001B32 c·IG,lt lc.cR C> l''c�UC:[• l·lll l l.2J·I F. ",Tl.,1-il--lT, Fi--[', ='f 1-=)r,i'.:\ ff c�:•� �LC1 i::::·1Dii --:-,f 1+2211�,,J))I'.) �:•--ff:· .c.\'."' �:.nJ f_".1f-c--'. Hll'll:ck ,_;,\-·•.uc:1, f-L ::4/c'/ IJ_, L" /-·1 '-' L) __J __J ({) ({) N N ({) _J lL ' 'I l) <{ ill [Q t-l)u) - 'I t­t-z ill <{_J� t-� <{ DESIGN, KAJ DATE, 10/3/23 JOB NO, 23-014 DNG NO, AD2 OF 2 Digitally signed by William Stuhrke Date: 2023.10.05 18:23:08 -04'00'