Loading...
631 beach ave - rev 7-20-18 ,f. 'S\ CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD 15 ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/6/2018 Permit It: RES18-0076 Site Address: 631 BEACH AVE Review Status: denied RE#: 170113 0000 Applicant: SIGNATURE HOMES & DEVELOPMENT Property Owner: HUDSON MICHAEL A Email: rex@sighomesfl.com Email: Phone: 9047140744 Phone: 9047599867 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Structural design changes need to be signed and sealed. 2 copies. 2. Drawing submitted do not show any details of the structural/building elements that will be installed to divide the garage opening into 2 opening. Drawings only show garage wing wall information. Submit information for the framing that will divide the opening; framing attachments to header above and attachment to footer below as well as footer details. 2 copies. /`0 Building Q (9' Vf •-i 7• ti Mike Jones U ?g 0 � 4 e- . c-9 Building Inspector/Plans Examiner J Q' Q City of Atlantic Beach V 0 � 800 Seminole Road Q)1' ( e 9 Atlantic Beach, FL 32233 . — •� 0 904.247.5844 V� .� Q � J. �'-3 P Email:mjones@coab.us CO Q 0vy.4,4,4-r &ig itY•r?i Q /\ ` Resubmittal Notes: L mQ lieu P4 '..e All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left y,, + CITY OF ATLANTIC BEACH ',►- 800 Seminole Road Atlantic Beach,Florida 32233 N'it.:7-:-,•- ,,..7 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date -7(..0/1 Revision to Issued Permit/ Corrections to Comments Permit iU-- 607' Project Address 6-3 t 13ea.(,,, A L/C, Contractor/Contact Name 51�6 a4-u f t q 4.,�5 Rex J\./t (11 a - Phone 151-930 Email rc)05j5 ,ow,c.sc , CAA". Description of Proposed` Revision /Corrections: Permit Fee Due $ 5-0- :MC? C�Ve(k Sifnte (lc coo q trA, t- d +o ID c004 gcfa c oocs, `YooTi.n rev) reJ (.SEG ct-k`c,c(„ �) ,Ne1,U o.�rcicNi� ��C5 . C(O a rip c „cV rcove, ( 150-7q- Additional S O�4- 5 , Py � P Additional Increase in Building Value $ ()COO Additional S.F. By signing below,I , ., ( s affirm the Revision is inclusive of the proposed changes. '/ (printed name) 4./ i atu- of Contractor/Agent(Contractor must sign if increase in valuation) Date �� I (Office Use Only) Approved Denied X Not Applicable to Department Revision/Plan Review Comments©rriv cai0n.t re (1.1rif -kba c,, -0,ef{ ,- -e,' ilvn-edt. Department Review Required: ui . /71 Planning & Zoning viewed By Tree Administrator Public Works Public Utilities s-6 -/r Public Safety Date Fire Services EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW II ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY Lou Pont1 OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. go Ana Associates.Inc. 420O9renla Avenue lex.Beach I Iolida 32250 Ph.242-0908 Fee.241-9557 FI CA a 8344 SC.CA0 3579 J 07, 4. Luis A.Pontlgo,PE FL PEI/53311 4"RCVSICNS I)ATf\ FASTEN HARDY PANEL PLYWOOD SHIMS TO TOP PLATE WITH /c'° fAX REQUIRED. OUTLINE OF " Jr 10-' Ae4'/z" HFS SCREWS jIII FOOTING BELOW CMU CURB (OR EQUAL) \ J TOP PLATE 9'-O" x— ELEV. LS12 STRAP ° CONC. FOOTING 0_ BOT. PLATE OF TOP & BOT ',,... I ' 2x4 BUCK ADJACENT TO SEE SECTION (HARDY FRAME 0 32" O.C. HARDY FRAME PANEL. L FASTEN TO PANEL WITH / WALL THING 0 (4)'/"x4'/7" HF8 SCREWS 1 DC THREADED ROD GARAGE �' ii' •r1 f 2x4 R A LSO HEADER �� HARDY FRAME PAN= L...NUT SEE PLAN FASTEN TO PANEL 1,41.11-1 (4)10dx1Y" NAILSZ%U3TYi WASHER ( HARDY FRAME STRAPS-".- [ HFX-1Bx9 0 56 BOLT DETAIL PLAN VIEW HARDY FRAME fff 2x4 BUCK ADJACENT TO HARDY FRAME PANEL. HFX-18x9 (2)2x6 P.T. SPFN2 FASTEN TO PANEL WITH LLi --J 1-0" JACK STUDS f(4)10dx1)" NAILS 0 / 1 Li_ 2x4BUCK ADJACENT TO _i LL Z LLI Z HARDY FRAME PANEL. (� W > DM PLATE FASTEN TO PANEL WITH BOLT ASSEMBLY (4)'/,"x4'/7" HFS SCREWS SEE DETAIL ABOVE0 Ci Q (2 REQUIRED) BOLT ASSEMBLY USP TA51 HARDY FRAME SEE DETAIL ABOVE Z T Ll_J LI EMBED STRAP HFX-18x91 (2 REQUIRED) H0 \ m WALL SHEATHING \ LL `<J (J w LIJ _ I DOWEL ERTSAL (f) Z m ,i`FINISH FLOOR 0=0" FINISH FLOOR+0=0" ;°° 0 z ELE- = ....-4.1,-, 2-#4 VERTICAL IIIiII GARAGE n CO Q GFLOOR� j DOWEL BARS IIIht [FLOOR / rn J / .�_ w I UJ f< ./. . . 1 ' --..., l'-0" 4, DC • �. "�, :: O H • 40Q <Di SECTION A-A EACH REBAR CY H GARAGE WINGWALL WITH Z DETAILS to HARDY FRAME PANEL P 7" PIAN NAM' N RESIDENCE 0ISIGNII)ItnWNICI IICICED MO/UJ(/LAP DATE 07.18.18 SCN I. AS NOTED LOA, (.,01301 No S2.0 J SHEET 3 OF 3 / 1 14" y FASTEN HARDY PANEL PLYWOOD SHIMS TO TOP PLATE WITH L [AS REQUIRED. OUTLINE OF " 10-'/•"0x4/=" HFS SCREWS 6"JI T1' (OR EQUAL) FOOTING BELOW CONC. #3 HAIRPIN DETAIL (: 11�` NUT, L512 STRAP L. -"+ CONC. FOOTING NUT BOT. PLATE OF TOP & BOT T 2x4 BUCK ADJACENT TO SEE SECTION HARDY FRAME ®32" O.C. �� HARDY FRAME PANEL. / WALL w FASTEN TO PANEL WITH SHEATHING �' (4)'/4"x4'/2" HFS SCREWS a 17(3""0 A36 11 w x THREADED ROD GARAGE] Y' 2x4 BUCK ADJACENT TO ttl HEADER HARDY FRAME PANEL. NUT SEE PLAN FASTEN TO PANEL WITH 32304" WASHER — (4)10dx1Y2" NAILS NUT (2)MS36_,... HARDY FRAME ]1/R""0 11/R""95 A36 BOLT DETAIL STRAPS — /HFx-taxa d' 1� 2x4 BUCK ADJACENT TO PLAN VIEW HARDY FRAME HARDY FRAME PANEL. HFX-18x9 / V-6" (2)2x6 P.T. SPFN2 FASTEN TO PANEL WITH 4, 1'-Ob" ,� JACK STUDS �(4)10dx17}" NAILS 2x4 BUCK ADJACENT TO HARDY FRAME PANEL. pp�� FASTEN TO PANEL WITH Ba BOTTOM PLATE (4)'/4"x41/2" HFS SCREWS BOLT ASSEMBLY USP TASt SEE DETAIL ABOVE EMBED STRAP (2 REQUIRED) HARDY FRAME BOLT ASSEMBLY HFX-18x9 SEE DETAIL ABOVE (2 REQUIRED) (243 HAIRPINS 0 6" O.C. WALL SHEATHING (243 HAIRPINS O 6" O.C. 6" WIDE GARAGE GARAGE _ _ FINISH FLOOR 0'-0" FINISH_FLOOR 0'-0" CONC. CURB /FLOOR FLOOR / "� ELEV.� ELEV.� '� E NOTE BELOW 0" y 4Iir1uii 41 4. 4 0" T <-1) IIMPORTANT MPORT NOTE IF CURBM HEIGHT TAN IS GREATER SECTION A—A 3-#5 REBAR THAN 12", CONTRACTOR SHALL EACH WAY CONTACT ENGINEER OF RECORD FOR ADDITIONAL REINFORCEMENT GARAGE WINGWALL WITH 0 HARDY FRAME PANEL