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1878 BEACH AVE - REVISION INTERIOR DOORWAY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach(Florida 32233 APR 2017 Telephone 904 247-5800 10 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: - / - o Received by: --) Resubmitted: Permit Number: 12 • IR A4 Z(111 Original Plans Examiner: Project Name: Project Address: I g')2 ew L At— Contractor:Al12o R. e- s+r C4, o^ Co tact Name: 1-6>- M,,4 nng�- Contact Phone : _ Cont -mail: G r- or, Revision/Plan Check/Permit Fee (s) Due: 50.©D Description of Proposed Revision to Existing Permit: Ac6h^n a P 0 c-)!�tA dc9 e r 4-a 2__ e) s--f-n G MGS�-c r . r e o r.• C4 a 00raffete-Lolf 4 ry V,,c-1 + Additional Increase in Building Value: $ X01,1.4 Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) �, pl., 1 �, f.•e�� affirm that the above revision isi lusive of he proposed changes. nature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: ( � / Approved: �t Rejected: Notified by: Plan Review Comments: nn C.o c Ccs,4 C*a�b n 110 le up cjlo e—opy, dlV -�� T c a n - -';I.a.. review required Yes Building Planning &Zoning Plans Examiner Tree Administrator Public Works Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services Ho IS76 ,. ,NJ 00 i 1704f ob PAUL S. LI, P.E. #18345 8160 BAYMEADOWS WAY WEST, STE 145 .JACKSONVILLE, FL 32256 E-Mail, PautL1Eng#bettsouth.net APR 7 2017 Ph/Fax, (904) 737-6$761737-23$5 FILE COPY .� GENERAL N(]TES 1, DESIGN LIVE LOADS 20 P.S.F ROOF 40 P.S.F FLOOR 2, FLORIDA BUILDING CODE 5th Ed. - EXISTING BUILDING ALT LEVEL 2 - INSTALL 2068 POCKET DOOR 130INTERIOR BEARING WALL. BASIC WIND SPEED (MPH) 3 WIND IMPORTANCE FACTOR 1.0 TYPE II RISK CATEGORY C WIND EXPOSURE COMPONENTS/CLADDING PRESSURE (P.S.F.) N/A w DENOTES END ZONE INTERNAL PRESSURE COEFFICIENT N/A OPEN N/A PARTIALLY ENCLOSED 0.18 ENCLOSED 3, MATERIALS SOUTHERN PINE, GRADE MARKED NO. STRUCTURAL TIMBER - PINE MEDIUM GRAIN, SURFACED DRY, MOISTURE CONTENT 19% Max. TIMBER CONNECTIONS: AS SHOWN ON PLAN OR EQUAL TO SIMPSON CO. 'STRONG TIE' CONNECTIONS OR EQUAL, USE MANUFACTURER'S RECOMMENDED GALV. NAILS. MICROLAM E=2.0X106 P.S.I. FB=2925P.S.I.. (d<12') =2925P.S.I.x[12/d71/9 Fcl=880P.S.I. Fcu =3035P.S.I. Fv =285P.S.I. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE MEASURURE EMENTS THE NECESSARYINFOR STRUCTURE. PROPER FABRICATION RCTOR SHALL AND ERECTION OF AL ALL MEASUR STRUCTURAL MEMBERS. 5. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND WHIG ARE TO ROMNDADAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE fl ba S 10 6 N CEO �► L FoHkUNKA4 $ 8 #G H. P4 eo .1 +�. U A.0 H FL* 3 L?3 3 �j a 17 040 PAUL S. LI, P.E. #18305 8160 BAYMEADOWS WAY WEST, STE 145 JACKSONVILLE, FL 32256 d� E-Mail= PauLUEngfte,Usouthlnet Irk Ph/Fax.- (904) 737-6876/737-2385 BAS ... I , . ..'r UA 11 1 • Iw i•.. Sf� 9. Fo FDG lw iw KEY PLkW �, j II _ 14 i � E 0 LKR Ex ILTi t-�v. ►l cSE op6 Nc'.v 4 100' ' (,KIPP Lj� -19!�fuo r210 6 pfr- OPEN 1 SI -==D:j r7TL-- � C G Its /OOA AIL. twos Xt4 REVISION FILE COPY 13p#,. .p- /InR-3 81 DATE_ SIGNED '�