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2021 SELVA MADERA CT - REVISION 1/3/18 YS1'-1,1x4 CITY OF ATLANTIC BEACH L '� 800 Seminole Road Atlantic Beach,Florida 32233 K,, OFFICE COPY REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I —?-18- Revision to Issued Permit Corrections to Comments Permit# / 7— R AvO-e Project Address .20;21 S el vc. 6Uc,c(evc, r A. i-- -,i,4-:c_ 13c,,�6.Ll . F 3-2Z? Contractor/Contact Name OR)) ke, Phone 7oY __2,Q2 _ ?3 52 Email /i d' S @a el`c_-10c,(v�,. 4 e ,C61,-1 1 Description of Proposed Revision/Corrections: Permit Fee ue$ a O ELA l d r \. a© m, ine Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved (' Denied Not Applicable to Department Revision/Plan Review Comments (..o/1 lac I P, dc. s.‘P Tc. 10 copy I pay i e s Di . ment Review Required: Building ' .I • • : oning 14A viewed By Tree Administrator Public Works Public Utilities / — Y.-.d a k Public Safety Date Fire Services ?SrLtlrJr> CITY OF ATLANTIC BEACH `J4 \<,..', 800 Seminole Road "A r OFFICE COPY Atlantic Beach,Florida 32233 J L Telephone (904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: ' ...../ /Received by: Resubmitted: ■u' Nun .- 17 " / pP 3o( - 5 Original Plans Examiner: Project Name: Project Address: 2,0,4 3 e(v,_, fie j cf,,,„ (7-E A ft -.0 /,\ F-L ?..22. -.5 Contractor: ow;, ,,. Contact Name: L_i;,A4_ c 40✓;cl?L Contact Phone : got./ aj.Z-` 3 51 Contact e-mail: c 1., ' , ' -_ -,- •u., Revision/Plan Check/Permit Fee(s)Due: $ 5c.).4f,C) Description of Proposed Revision to Existing Permit: /AaiL�� C (o52A- ' c.-1-4\ v.:pe,� r b�✓,,,w, 1-0 1 c5 'LAI Spc (c 6J`t FIA, oc, :.,�,... pe_v-1:_- 4-1-.,.A s ce 5 I � Additional Increase in Building Value: $ _g, 000 Additional S.F. Site Plan Revised: Public W/U Approval: ' By si_1 ' g below. I (print name) f//. Ci;,-/-„., 3,v I,,,-;,)7 & VT affirm that the above revision is inc ,sive of proposed changes. - ...... 1111. /1 L.2 -r1-17 Signature of Contractor/Ag'nt(Contractor must sign if increase in valuation) Date nn o�+ O Office Ilse Only Date: J -/ Approved: Rejecte•. A Notified by: Plan Review Comments: / C �� ii / Rom 2Ot oSi e S ek od' eS i or [la 0It A ID 4 r - 2t✓of;.r1 ent review required Yes No Building P anning Zoning Tree Administrator P s Examiner Public Works Public Utilities /.3-/ PI 7 Public Safety Date c 64/13/16 Rev 3 Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD yr ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.18.2017 Permit#: 17-RADD-3065 Site Address: , Same Site Address: 2021 Selva Madera Ct. Phone: 242-9352 Review: 1 Email: Heb3clintburbridge.com RE#: Homeowner: same Applicant: H. Clinton Burbridge 3rd. CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. Su . • • • ins sizes ora rooms, • • I • - = ! •• I • Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Ernai /4'al /?Pv;•rw Co rrii --e 4r /e -Ig-i7 rnl 1 r' 'Jj'� ir- ' fJr BUILDING REVIEW COMMENTS City of Atlantic Beach ,,, ) Community Development Department 1 '} 800 Seminole Road Atlantic Beach, Florida 32233-5445 N Date: 1/2/2018 OFFICE COPY I Permit: 17-RADD-3065- Applicant: 01 Review: BUILDING Address: Site Address: 2021 SELVA Phone: MADERA CT RE#: 169506 1650 Email: Correction Comments 1. Submit dimensions sizes for all rooms, door sizes for all room. 2 copies. Informational Comments Building Planner &iC- OFFICE COPY 35 3. illffil.11.1 33 33 31 n 13dri 1 1111 REVISION / 3 I ), BP# 1?'K1tIE-OD-3c'65 ,_ , , 26DATE 1.2t _1i.uu. n SIGNED /D' H )3 sill ' rom1 7 14 / 11 1 MEI 11111111111161.111111 ' I19 , ,7 I :54: 73 11 CU 11), ` .e , ,i. r (N 110 , , „ 1 I 6 4 1 t 1 I 1 0 1 2 3 4 5 6 7 $ 9 �10 11 17 I3 14 15 16 I7 IS ' � r *-SDWC 15600 AT STUD TO TOP PLATE AND SDWC 15450 AT STUD TO SILL PLATE (ALTERNATE:SSP CLIP TOP&BOTTOM). INSTALL ANCHOR BOLTS AT 32"O.C.MAX EXISTINC 16"FLOOR TRUSS MEW NAIL LEAD STUD TO EXISTING CORNER WITH 0.131x3"NAILS @ 6"O.C.(TYP.) 'V- / / /( )JAh (11)JA _i EACH -NEW FLOOR JOISTS REQUIRED SEE DETAIL"A"ON S-4 xiII\ INFIU co ZIII FOR NEW(2)1 3q"x 9Y4"LVL ... w/(3)JACKS AT EACH REMOVES \\ END EXISTING WALL ' VA -_ EXISTING \ \ ••••.. EXISTING (STING FLOOR----__I %' — , C �� TRUSS(TYP.) I ' - STRUCTURE ANEW TJI JOISTS(TYP.) �, SEE DETAIL"A"ON S-4 1-1-1111 Q\ Z0 w `--,.._",._,,,,.___.----__- REMOVE -._���--__- REMOVE EXISTING =II o EXTERIOR WALLo X &WINDOWS w N NI N P 3 a° z A H�a S-6 r4 I 4* 4 8Q 1 4 41=1 . Li.—.m-� DTT2-Z- HOLDOWN -(2)2x8 HEADER(TYP)wl (3)FULL HEIGHT STUDS BETWEEN EACH WINDOW USE HH HIDDEN HEADER HANGERS w/NO JACKS REQUIRED WALL WALL FRAMING NOTES: UL S B ERG /GLUE TO UNDERSIDE 1)ALL NEW FIRST FLOOR EXTERIOR WALLS SHALL BE / OF SHEATHING CC ENGINEERING, INC. CONSTRUCTED WITH 2x6 SPF No.2 STUDS @ 16"O.C.U.O.N. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 - JACKSONVILLE,FL.32258 — w 2)ALL NEW FIRST FLOOR INTERIOR BEARING WALLS SHALL w P:904.886.2401 F:904.260A367 NEW 14"TJI 360 SERIES BE CONSTRUCTED WITH2x4 e www.HulsbergEngineering.com SPF No.2 STUDS @ 16"O.C.U.O.N. — ADJACENT TO EACH FLORIDA CA.NUMBER:25846 EXISTING FLOOR TRUSS 3)THE FIRST FLOOR EXTERIOR WALL FINISH IS `%%uu""""""'"',u BLOCK BETWEEN JOISTS "FLEXIBLE"(SIDING)-U.O.N. ���.```%%O S - ,��''�.,,� OVER BEARING LOCATIONS NOTIFY ENGINEER OF ANY VARIATIONS. .�`� ••••• ''. i .•_. _ ;1 \.. '..'L-'1. SYP SHIM AT d aS v BEARING EACH END • NO.r. 9791 • • • _ * 2 R • 3 g i 3 ,o• SAE •F :4c, ,_ THREADED ROD LEGEND: d %,%%%Q Pk11!'�``` * • _ %"THREADED ROD FROM i � " -HOTDZ g COMMENTS: HOEDOWN FOUNDATION TO DOUBLE PLATE. r (4"MINIMUM EMBEDMENT REQUIRED) E O = 8"THREADED ROD FROM If (EIGHT STUDS wl * FOUNDATION TO UPPER t >TUD ON FLOOR DOUBLE PLATE. E OF OPENING ® (4"MINIMUM EMBEDMENT REQUIRED) 0 = HOLDOWN(AS NOTED) g INSTALLED AT SILL PLATE ;(STING OPENING (2)FULL HEIGHT STUDS wl < g I DOOR (1)JACK STUD ON • • EACH SIDE OF OPENING SHEARWALL LEGEND: s --HTT5 - = NON-BEARING WALL = HOLDOWN ; -* I I = BEARING WALL r _SW 6_ g. HTT5 I I = SHEARWALLS FASTENED WITH HOLDOWN _ 8d COM(0.131"x 2Y")NAILS @ s 6"O.C.ON EDGES AND 12"O.C. ULTED ON INTERMEDIATE SUPPORTS. g _SW-3_ -- = SHEARWALLS FASTENED WITH g 8d COM(0.131"x 2'/z")NAILS p g CLIENT: (2)FULL HEIGHT STUDS w/ 3"0.C.ON EDGES AND 12"0. CORNELIUS CONSTRUCTION ON INTERMEDIATE SUPPORTS. 32 (1)JACK STUD ON s EACH SIDE OF OPENING • SBS) = SHEATH BOTH SIDES OF WALL i PROJECT: AT INDICATED SHEARWALL s BURBRIDGE ALTERATION i (2021 SELVA MADERA COURT) Ni�* NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. S JOB NUMBER:16-1243 COUNTY: DUVAL SCALE: Q WOOD FRAMED HEADER LEGEND: DTT2-ZOFFICE SIZ 8 DO NOT SCALE THIS DRAWING • RELEASE DATE: HOLDOWN OF HEADER ,173 09-28-16 < .REVISIONS: 2 HEADER2 12-20-16(CMF) Wei.", 02-28-17(JCG) QUANTITY •UANTITY • 12-07-17(JCG) 8 DRAWN BY: REVISION■ OF JACKS OF KING STUDS W JCG B• CHECKED BY: x FSS BP# 17-- AA 00- 306 NOTE: e TITLE: c, cALL WOOD FRAMED LOAD BEARING HEADERS g WALL LAYOUT DATE / / d / 24,1 Fr SHALL BE MINIMUM(2)2x6 No.2 OR BETTER W SIGNED h7 SYP.INSTALL MINIMUM(1)JACK AND I SHEET: AYOUT (1)KING STUD AT EACH HEADER(U.O.N.) 2 R S-4