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.ioEr <br /> NOTE : NO CHANGES ON EX I STI N& FOUNDATION <br /> w <br /> A A U) <br /> Al A9 Lu <br /> `M <br /> -------- <br /> r-------------- LINE OF EXISTING ROOF QN <br /> r--------- (E) <br /> ------ ------------------� 00 <br /> 9i.°T.d6.PLYWOOD i --------- ---- --- —i 3Q <br /> (SLUED< NAILED. <br /> I i 5TA(S6ER JOINTS,TYP. I (F) <br /> L_ I I LINE OF EXISTING ROOF Q <br /> EIS�NAI6TION I L____________ <br /> ' _______ I NEW HDR NEW NDR I I r W <br /> _______ __ 4x10 DFNO _ 4FL— xb DFNl <Q O <br /> r u F, --7 I O Q> <br /> CID Lu <br /> I I I <br /> I I I I <br /> XISTI <br /> ®ry OUND TION I I <br /> I ��I <br /> s�l <br /> I I I I , ' <br /> OK I w <br /> I �+ I i XISTIN J I � <br /> �1 I I I ROOF FRAMING I O <br /> EXISTING -� <br /> EXISTING FOUNDATION E I TI I SO REMAIN <br /> I _UPPER FLOOR I RA E S AB I � I <br /> I - NO <br /> FRAMING CHANGES ON 0 I _J RASE ROOF AND <br /> TO REMAIN I I I N�Ew R aaAs�rMAM <br /> INSUL,SEE SECTION A < <br /> I I I II <br /> I I I (E) I � <br /> I Z L <br /> --j I I I o <br /> PRE55URED TREATED/ <br /> 2 POURED CONCRETE CURB b I EXISTING GARAGE <br /> 4 4 I HEADER TO REMAIN I 0 <br /> I----______ LLJ <br /> LINE OF EXISTING ROOF ------------J <br /> u O <br /> I <br /> I I wa <br /> BEAM SCHEDULE <br /> PLAN VIEW DESCRIPTION <br /> ___ - DROPPED BEAM DESIGNATED I �-T <br /> D..— <br /> V I <br /> � - ON FLOOR PLANS. I � I Lz� <br /> DROPPED BEAM DESIGNATED I <br /> --- ON FRAMING PLANS. I I — <br /> Re sans: <br /> ® FLUSH AND TOP FLUSH BEAM <br /> DESIGNATED ON FRAMING PLANS, <br /> ® UPSET BEAM DE516NATED ON <br /> M MIN6 PLANS. I I <br /> L—LINE OF EXISTING ROOF <br /> _ I <br /> PLAN <br /> OVER OARAGE C,,ONVERS 1 ON PROFOSED ROOF PLAN <br /> SCALE: 1/4".I'-V O\v/ER O AOE CON E- N SCALE, <br /> n FLOOR FRAMING NOTES: cn z <br /> w <br /> I. CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS 6 }J CONDITIONS PRIOR TO CONSTRUCTION. w Co2. ALL FLOOR JOISTS TO BE 2XI2 HFMWI <br /> NOTED OTHERSE N 2®Ib"ON CENTER UNLESS.N.OJ w S. ALL BEAMS<HEADERS TO BE 4xIO DFM2 U.N.O. <z <br /> 4. PROVIDE SOLID BLOGKIN6 OVER SUPPORTS. <br /> 5. PROVIDE FIRE BLOCKING®ALL PLUMBING PENETRATIONS. w(jJ w <br /> b. PLUMBING AND MECHANICAL FIXTURES ARE DASHED,�. ■INDICATES POINT LOAD SUPPORTED BY(2)5TUD5,U.N.O. LL W <br /> PROVIDE 4xb POSTS AT BEAM SPLICES. m <br /> 8. ALL WOOD IN CONTACT WITH CONCRETE TO$E PRESSURE <br /> TREATED. <br /> 9. SEE SHEET AI FOR ADDITIONAL NOTE5. A ^ <br />