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395 6th St plans 2013 I I I i EXISTING RIDGE BOARD TO REMAIN CONTINUOUS 2x6 STRONGBACK EXISTING 2x6 ROOF FRAMING TO 2x4 OVERFRAME 1 NEW 2x4 STIFF LEG AT 48" REMAIN. TRIM AS REQUIRED TO RAFTERS @ 24" O.C. S3.0 Lou P o n t i g o a n d 17 O.0 w/ 5-12d TO RAFTER INSTALL NEW 4X12 CEILING BEAM w/ OVERFRAME LEDGER Associates, Inc. AND 4-12d TOENAILS & MTS12 AND INSTALL LUS24 JOIST SEE 8/S1.0. 2 2x12-1 2 TO NEW CEILING BEAM. (TYP.) HANGERS EA. END. Lj 20 Osceola Avenue Jax. Beach, Florida 32250 OVERFRAME Ph.242-0908 Fax.241-9557 LEDGER SEE I FL:CA#8344 SC:CA#3579 LIU CONTACT US WITH YOUR COMMENTS H3 CLIP 8/S1.0 NEW LEAN—TO 2 COMMENTS @ LP-A.COM (TYP) ��� ROOF, SEE PLAN .. s3.0 (2)2x10-1/1 (2)2x16-1/1 ' P• PONT ' y% ------ - - ` �---------G1'- ---- -- -- L - NEW RAISED 2 2x BE M ��?,•••• N•••••• �•,,� —————————————— ———————————————— . • 4 ————— ——————————————— —————————————— —— —————————————————————— — — — EXISTING CEILING NEW 4x12 \\��J a No.5 1 •': CEILING PROFILE, I . FRAMING TO BE SEE ARCH CEILING BEAM EW CEILING ( 2 T i III * s REMOVED (TYP) FRAMING F I 1% STATE F ISD EA P _ _ _E 40 _ __ ____EXI TING_3x8 CEILING B A____ 's, A, o•cc, o -- -- ------- ------------------ �•�••�ORI©P•'\��.r' oN` NEW 6 SYP 2 WOOD POST. r FASTEN RAKED BEAM TO '��.,,,S/ONA aEo� Np D E)2xG I DI11 POST / (4)HTS16 (TYP) E 4x1 CEILI G B AM YI I EXISTING 3x8 CEILING BEAM DATE --- -- --- _-- --- ---------------------- D 0 T R I D H DER. - - --- -- --- ---- --- -------------------- �� FA N 0 D B TT I S16 I i I 3ili 3 1 BUILDING CROSS SECTION I Zi i S3.0 S3.0 NEW 4x1 CEILI G BEAM _ ___ _ _ _____EXI TING 3x8 CEILING BEAM ___ BOAD — --- '' --- —- --- --- III ----———— ----------- ' NEW 4x12 CEILING BEAM ON RELD ALTERATION WEST SIDE OF EXISTING I > II VAULTED ROOF. NEW 2 x 12 _j1 I CONTRACTOR SHALL CONTACT LOU _NE_ 4x1_ CEILI G_6 _AM- _ __ _ ____ EXI STING3x8CEILING BEAM_——__ P MAKING a ASSOCANYSTRlATU PwoRTo IELD EXISTING 2x6 3 u� EADE w/ _- --- __--- _ --- — --------------------- MODIFICATIONS CHMAYRAL FVARY —22-JACKS & FROM THE INTENT OF THE ORIGINAL ROOF RAFTER TO 1— INGS �I I CONSTRUCTION DOCUMENTS.ANY REMAIN E PRIOR TO S�'O I I i BIEING APPROVED BYLOU L ALTERNATIONS DPONTIGO$ ASSOCIATES MAY RESULT IN NG OR HHUS48 w/ (12) SDS25112 TO ' i I i ADDITION INSPECTION LVL & (8)16d TO CEILING BEAM NEW 4x1 CEILI G BEAM _ o ____EXI TING_3x8 CEILING BEAM INSPEcrIONFEEs. (TYPICAL) I — '— --- ------- ----- I I rr �^1 HHUS48 / (12 SffILING 5112 wi l i V J + NEW RAKED (2)11.25" EX STING 2x6 OOF RAFT RS EM IN kO L & 16d TO ZI I1 C LVL. FASTEN AT EA. (2)2x12-1/2 3 2x6 ]LBE14EATH- T WITHIN — O NEW 6x6 SYP#2 POST w/ (4)HTS16 ( W I WOOD POST RAISED M (TYP) I O \y FASTEN RAKED NEW 6x6 SYP#2 EXISTING 3x8 D WOOD POST CEILING BEAMS BEAM w/ (2) — — — _ - HTS16 (TYP) TO REMAIN (TYP) IN—FILL STUDS AT (2)2x8 OVER (4) SUPPORT O 16 O.C. TO U MATCH EXISTING 4-6 W (TYP) C r/ 2 BUILDING CROSS SECTION S3.0 I Ul ROOF FRAMING PLAN Qj _ U SCALE: 1/4" = 1'-0" C 1. FOR TYPICAL WALL FRAMIN E D T IL 1/ 2. . EX E 0 l� W O WALLS SHALL BE 2x6 SPF#2 © 1 " 0. I TE 10 ALS SHALL BE 2x4 SPF#2 © 16" O.C. (U N) PLATES AS REQUIRED OVER NEW RAKED BEAM TO 2. ALL BUILT-UP POST, HEADERS A S BE FASTENED V J FASTEN EXISTING SHEATHING PER 6/S1.0. - Qj EXISTING 2x6 a..+ ROOF RAFTERS NEW RAKED 3. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND r/ D (2)11.25 LVL H3 UPLIFT CONNECTOR. .� V1 C Qj G) 0) Qj m •- n U1 EXISTING 3x8 CEILING BEAM NEW 4x12 CEILING BEAM HHUS48 w/ (12) SDS25112 HHUS48 w/ (12) SDS25112 ROOF PLAN TO LVL & (8)16d TO TO LVL & (8)16d TO CEILING BEAM (TYPICAL) CEILING BEAM (TYPICAL) FRAMING 6x6 PT SYP#2 POST DETAILS 3 BEAM CONNECTION DETAIL DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE S3.O ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME PEEKS RESID. DESIGN/DRAWN/CHECKED CS LAP LAP DATE 07.29.2013 CONTROL NO. TRUSS ID. N/A LPA NO. SIGN-13-00461 SHEET S3.0 SHEET 3 of 3 _ I i