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435 Selva Lakes Cir RESO21-0039 Screen Room EnclosureOWNER:ADDRESS:CITY:STATE:ZIP: CAIN WILLIAM 435 SELVA LAKES CIR ATLANTIC BEACH FL 32233-4355 COMPANY:ADDRESS:CITY:STATE:ZIP: BACKYARD CREATIONS INC 2728 LAKESHORE BLVD JACKSONVILLE FL 32210 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172027 5006 SELVA LAKES JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 435 SELVA LAKES CIR RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER SCREEN ROOM ENCLOSURE $9900.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off 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: 6/25/2021 PERMIT NUMBER RESO21-0039 ISSUED: 6/25/2021 EXPIRES: 12/22/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $205.00 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 6/25/2021 PERMIT NUMBER RESO21-0039 ISSUED: 6/25/2021 EXPIRES: 12/22/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $205.00 RESO21-0039 Address: 435 SELVA LAKES CIR APN: 172027 5006 $205.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $100.00 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN REVIEW $50.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE SURCHARGES $5.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16175 $205.00 Printed: Friday, June 25, 2021 11:37 AM Date Paid: Friday, June 25, 2021 Paid By: BACKYARD CREATIONS INC Pay Method: CREDIT CARD 472845511 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16175 Final 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 RESO21-0039 RESO21-0039 RESO21-0039 RESO21-0039 \ I ' :·· ···. .. ·~ .. ! . ,. ' : .. ~· '; .· ·. '_:...... __ : -~..,..._··•" -~"',.:) .-J "!"~····:· . ' ' . . -~ · .... ___ , ·:······ _ .. •-····' ,··· "• ' ; ; ·:··' Vi n c e n t S e i b o l d P E 4 8 2 8 8 10 1 5 A t l a n t i c B l v d . # 1 2 8 At l a n t i c B e a c h , F L . 3 2 2 3 3 90 4 - 5 6 8 - 4 1 1 2 Th i s i t e m h a s b e e n e l e c t r o n i c a l l y s i g n e d a n d s e a l e d b y Vi n c e n t Se i b o l d P E 4 8 2 8 8 o n M a y 5 , 2 02 1 , u s i n g a S H A au t h e n t i c a t i o n c o d e . Pr i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d si g n e d an d s e a l e d a n d t h e S H A a u t h e n t i c a t i o n c o d e m u s t be ve r i f i e d o n a n y e l e c t r o n i c c o p i e s . Do c u S i g n E n v e l o p e I D : 9 9 1 2 B 4 B 4 - 8 7 8 B - 4 D 2 0 - A D B E - 9 7 4 B 6 3 8 B 7 E F 7 '•· i ····~--········ . ' . : ..... · ... : . ' : . 'j' ··-·· . ·~· ' ; . : : ,: . ... · .,, ., ......... · .. . ........ . 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' ... . ~-~ ;~ . ~•.~· ···-~~~ ~···-4 · \' Th i s i t e m h a s b e e n e l e c t r o n i c a l l y s i g n e d a n d s e a l e d b y Vi n c e n t S e i b o l d P E 4 8 2 8 8 o n M a y 5 , 2 0 21 , using a SHA au t h e n t i c a t i o n c o d e . Pr i n t e d c o p i e s o f t h i s d o c u m e n t a r e n o t c o n s i d e r e d si g n e d an d s e a l e d a n d t h e S H A a u t h e n t i c a t i o n c o d e m u s t be ve r i f i e d o n a n y e l e c t r o n i c c o p i e s . Vi n c e n t S e i b o l d P E 4 8 2 8 8 10 1 5 A t l a n t i c B l v d . # 1 2 8 At l a n t i c B e a c h , F L . 3 2 2 3 3 90 4 - 5 6 8 - 4 1 1 2 Do c u S i g n E n v e l o p e I D : 9 9 1 2 B 4 B 4 - 8 7 8 B - 4 D 2 0 - A D B E - 9 7 4 B 6 3 8 B 7 E F 7 Typical Gage Bracing Details Triangular plate w/8 -#10 sms, cable required when enclosure S-3/4-11 X I' x 1/8" G<:llv. Strap Ptote· 'Z- 5/1�' Anchor bolt (E>Cpansion Bolt) � '2.-_l/4-",'( IYi'-f,i..ft:o,-l�. 5/5 Cable extends more than 18' from host. Galvanized Strap Detail Ccmelback With 2 -. v4" )( .11/d".Th?u,.is � One· pair of cables for every 300 sq. ft.wall surface area. t" 5/5 Cable NOTE: 1. Self�tappirig SMs· shall be stalnfess steel or zinc coated. Loop'!ld Cable Detail 2.Members shall be isolated as recommended to prevent torroslon. General Notes and Design Criteria: 1.Pool/Patio Enc losures and ScreenjGlass Room Additions are designed to _be attachecl to apermanent structure of adequate capacity. I 2. Toe contractor shall verify that the host structure is in good condition and of sufficient strengt h tosupport the proposed addition. 3.The FBC 7th Edition 2020 is the basis for design wind load as per Chapter 20, Table 2002.4. 4.Maximum purlin spacing is 7'-0'� Internal lateral bracing required for spans over 39 feet. 5.Mean roof height shall be less than or eq ual to 30 feet. Toe height of the addition shall not exceedthe height of the host structure. 6.Toe exposure is per site l_ocation. 7.The pool/patio beam spans are based on open building �lassification. _The typical details shown are indicative of a standard installation. 8.Fasteners shall have a head and/or be provided with washers not less than 1/2" in dia. For decking and siding. MINIMUM POSf SIZE AND NO. OF SCREWS ·Beam Size Post Size #8_ #10 #1+ 2x5 2x6 2x7 2x8 2x 9 �x 10 2x4 2x4 2x"5 2X6 2x7 2x8 . 10 10 14 8 8 12 14 16 i 6 6 10 12 1f 16 MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14 Minimum Spacing Min. Edge Distance 5/8" 3/4. 1• 5/16" 3/8" 1/2" ---------------- SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 ._ . 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHA authenticationcode. Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies. DocuSign Envelope ID: 9912B4B4-878B-4D20-ADBE-974B638B7EF7 , �� � • :: • ,· •" . . • ls 011::.: t"\:ti::"/1,:;?IS , .�'-1 ••• �r-. ,i. .;.,.,·�··.":1 ,. · � .. ,o,.c,\Yi'�t---(s!N'Tii?l'<!N-At.._y lN Lieu Of". lC+IP. TYPICAL 1 x 2 TO HOST AT CORNER ,, , I 1'1. "\'e> ,Z.y.'.2. f�WAt.-1.. w/,<2?"�1"\0<$,-16$ iC,O,C, i.----1·-xroe«t� I"� j)£K tmTC ,... I'.? •. ,.,d· HOU.CW WORl'ZMTAL. !,'j'.L -=!=(�ll!R1)e-;,:;I, ..,. �• USE)(•• X ,t' I.ONO l,\GS INTO •.;i:,. ....,,.,. � • WOOD HOST.,AND 1'"'• X 2)('" LONG�-• COHeR£1t SCR£WS INlO � OR . � MJ.!SONRY CONSlRUCTIO� (1• �T . g TWIICAL)/ SPACIING 24"' 0.C, AND Wf'lrfiN • I;••OF t:A<:11 Pffl'l!JIDJOUlM W£M8ER i lYPICAL 1 x 2 TO HOST AT GIRT 1 ;,:,Z -ro :z,,:,z ':' \, 'tJAU.. � sz'!.< jl/0 !,t,\$ t! ll,"O, G, TYf>ICAL FOUNDATION DETAILS � Notes: L Concrete shall be minimum 2500 psi. Cover for rebar to be.3". l- I 10 SJLS. NI: POS! llfTO $0R...."'W t;v;:T {i • £lil8£0MEN OM !N'SIPC f"ACE Of-' SPiJME$ OF MOU.OW n�}- . -�-��-·-·--.. -"'•· . ,. } ; ;... . ' :£1.FMAkPQST M l¾OUOW POST,-'' " ! • -.. • N'X2" """"" 'tM. (GIRT). , ·-i ";J,."' ........ .. ·-·· "-t'�,z''x y, .: L.:.1.w:,: ''" ""e it!<:'.� i1AW WA'( '!i;AC,.\.\ W/'2-o/e; 'r;,\t?I<: a,. \'ltt, ( A\,i.) TYP.ICAL CHAIR RAIL TO POST DETAIL ·-�-,. -·:-:--'l:J t'P<fiD �r, Sf.lei Post--1--,,_ ., 1•x 2°oont.w/ I x Y4•'l}t,{ tapcons ,at 24° o. C. 2• x 2" x.125 angleeach side post 2-#l0x¼n sms into post and ¼ # !. tapc9n ,�· i;fl"J!!>"'v I� '3";<.W\OS!-11:,\ fb� v,l='i? v'�2"Min edge AW At46L-e f'OI<'. ,ii....1,-1��-'--""""i· 1:��'i �•: l"'o!>T I iJ:i'iS t.o;.lG,t;:;:i::, 1').."'17 a,14 <; ;:,.,"!, j<'.JE.,;,:, fc,� f' />iV Iii£"' =.,,,: tJ'fl'. �MJ<"fto s>'i� �Wiici . 1YPICAL POST BASE DETAIL PIie Type Footing. ·I 2. Fihermesh can be used in lieu of wire mesh.3.Slab on grade can be used for roof areas less than 360 sq. ft. or forposts with tributazy areas less than 75 sq. ti.4. Minimum slab thickness to be 3-1/2".5. Foundation to bear on compacted sub-grade with min, 1500 psibearing capacity,6.Pile type footing to have 318" rebar 12" long thni posts each way.7. Embedded aluminum posts to be isolated from concrete toprevent corrosion,8.Posts supporting carrier beams lo have adequate foundation forhold ·aown capacity. A minimum of 1 cubic foot of concrete foreach 10 sq, ft. of roof area This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHA authenticationcode.Printed copies of this document are not considered signedand sealed and the SHA authentication code must beverified on any electronic copies. DocuSign Envelope ID: 9912B4B4-878B-4D20-ADBE-974B638B7EF7 Z•Z• .12$ ANGU!w/ 11 0 • %•._ Ts:sl2" o.c . \ !QR f'Ot.Y-l?DC>F .. i _-IJ.1Jt.i: 'rcl:irr CA5T 6A5f i<1 (2) /.-2 x .12 5 AHG l !! Mi .:~••-'.2-~~RM-f:'l lils.6&.:~,;; ?. •; "!:i1 oe-or-~r_-.y:cit)t.t.¥.2~~ · W ,TAf'C0.16-oR ~~,.-2~• DRlll'e PIN50R'~ x 2 W -T,ebl:m . . -TAPCOt,15 QR·¾• •.2ZH-60i.T5 ~'2.:'.1""-"oli><S\iio~ 1----?c-~_,L:_:-<_·--~_o_o_F_/"'\~-· -r.---i ... Y-4' i< 4'1 \..Ac-, ~01.:r JI ... .,. w/t-1ao-w~sHe ~ ~;,<4 fA-r1 0J 'f-Jj !?C ~ ... v-J ~$&::S ~ \12/P,C, 4~ IY~111< ;j;\O -'5,>M-$ -n-1iec..1 ?OST I w-ro ¾ic.e.w -ei-o~s1:: =- '2. ,< 4 ~~\S R f A h • D t ·1 Com po51"..o 09 OC Ortn.ge al_ S #Bx'A'S.M.S.Spaced ComP.~_i:;1tw P~11s __ -,-,-;. . . -:1~ ~d~:lk Alternate c:on nectJOn: (3) #6 SC111WS Per Piln Wll:h - 1• -M1n1mum fmbednwmt Into fasdit TIU'Dugh Pan Boxed 'En il EXbting Ra1blr --.-i-_,..,... ·,uo·x 1-y.• Wood or s.r,i .s. (2) Per Rilltar ,,.10 x ¥• • Wood. Or S.M.S. _ __,_,-_. -_ _, ~2" o.c. /;JfJstlng Fad a _______ _, This item has been electronically signed and sealed by Vincent Seibold PE 48288 using a SHA authentication code. Printed copies of this document are nqt considered signed and sealed and the SHA authenticatioh code must be verified on any electronic copies. .·-..... SCREEN/GLASS ROOMS & ENCLOSURES Atlantic Beach, FL 32233 Phone: 904-568-4112 DocuSign Envelope ID: 9912B4B4-878B-4D20-ADBE-974B638B7EF7 I -- ~:tri~~Ya~Vt~ ~wsr<--c.u~p4 -:: . . ,, . . . · · . 01AJAA4.li. A,TT ACl1fO TQ P.OST. ·o-1~iiw.i1; . :· . .-· :· .. r INl'iRHAU.'1<"~-Ml,f. ot"(2f#l-o,c 2" A,ffACHfl:!.TO' . · ·\ • · I 5.M.S. INTOsaa:w~ f/(l)ST•:)• x2'· 'j,. 1'-x.oG: , . • -CL!!" ""1~). IIElf!.·+~•n>i, s~~ POST COHTl~:z:xr~ r1~>JT"°1~ ,· . : . ' .. ' .... COMPOSITEROOP. B~M BEARING DEJAIJ-Panel . • ·'#10X'4'·S.M.S. WJ l\r,» St.OPE _ Fender Wasner And Noopfene Gi!ikst L..,......e::::.---j?"""'-..,::-/--~~~~'=~: 12• o.c. {Typ.) . earing Bllllm This item has been electronically signed and s~?'le~ by Vincent Seibold PE 48288 using a SHA.authentica ion code. Printed copies of this document ~re ~ot considered signed and sealed and the SH~ auth_entication code must.be verified _on_ any electro!l~c copies. Vincent Seibo1et -~ 1015.Atlarrtfc:alvd; il-12s --- Atlantic Beclch, FL 32233 _:~568-4112 .. ro.c. THRU P-""R.INT02x'2 DocuSign Envelope ID: 9912B4B4-878B-4D20-ADBE-974B638B7EF7