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11-629-014• J - A Y - � J • a i Y Y REVI50ON� TOP OF HIGHEST RI GE 12 TOP OP BEAM O.ii. va N 00 � u� F,F.ELEV. RAO *1 3" ZONE 5 EXISTING GARAGI1 BEYOND. 7 2 - 3/4" — THROUGH WLT5 2 - 3/4" --• THROUGH BOLT5 PROViQE CONNECTOR "I"'. 5EE CONNECTOR 5CHEDULE. CONOF C6EAM WD, FASCIA H T5Y 11 NOTE: WELDING: 3/16" FILLET WELD ALL. AROUND(E70XX) UPLIFT CAPACITY (3840)(0.G 1)(0.90)0=4500# (4)(5G5)(I .5)=3390# IT GOVERN5 CONC. TIE CONNECTOR i18 III (ONE PLY GIRDER) TYPICAL CONNECTOR DETAIL. TYPICAL PKIf fA13i WOOD CIRDR TRU55 TO TIE E3IfAM CONNECTION DETAIL" ZONE 4 E 12 3 1L E 4'-X ZONE 5 EL. SEE PLAN G'_()y ZONE 5 NEW STUCCO FINISH. TO MATCH EXIST. -- PREFAB WOOD GIRDER TRU55 (I MEMBERS) TRU55 FABRICATOR TO PROVIDE A VERTICAL MEMDER AT SUPPORT POINTS. SGUTHE EL SCALE: 1/4"- 1'.0" 34'-1 1" 2' I'-14 ZONE 4 mr, ZONE 4 V 5CALr: 1/4"=1'-0" LEGEND MARr, DE5CRI PTION I ANGLE L3 1/2" X 3 1/2" X 1/4" W/ EXTENDED LEG (Fy = 3G (\51) TEFL PLATE CENTERED ON VERT. LEG AND PARALL• TO WALL. 10 1/2" X 51' X 1/4" (Fy = 3G K51) STEEL PLATE 1 1 3/4" X 5" X 1/2" (Fy = 3G K51) ONE (1), 5/8" DIAM. THRU BOLT FOR TWO PLY TRU55 ONE (1), 3/4" DIAM, THRU 13OLT FOR THREE PLY TRU55 5/8" DIAM., "HILTI KWIK 13OLT III ANCHOR50" MIN. EMB,), A5 5HOWN 707 PREFABRICATED TWO OR THREE PLY TRU55, FOR PRECISE PROFILE 5EE ROOF 51CTION5. MIN. 5/8" EXTERIOR GRADE PLYWOOD. 5EE PLAN FOR NAILING REQ. MIN. 8" X 1 2" CONCRETE TIE BEAM (f'c - 3,000 P51 MINT) OTHERWISE NOTED. CONCRETE MA50NKY BLOCK WALL • `. '' , .. ,(yEy1! 3TUCCO�FiNI • H; ,,• � .. , . TO MATCH F,XIS.T, E 4'-0y' ZONE 5 4'-3" ZONE 5 12 3 0.11, WIND MfSSUR� SCHEDULE PANEL AREA MARK ZONE 4 (a�=43) ZONE 5 (a=43) PRE55URE SUCTION PRE55URE 5UCTION A 15.00 5F WINDOW 53,22 -57.85 53.22 -70.31 B G.00 5F WINNOW 54.GG -59.29 54.GG -73. 19 1 21.00 5F DOOR 52.02 -5G.GG 5,2.02 -G7.92 2 21.00 5F DOOR 52.02 -5G.GG 5.2.02 -G7.92 TOP OF TOP OF ENTRY TII;" cirY 0; .SOIJ r,{ 1t41:1�11 S rRU<; rUR;1l 5s,r} tfgtl ?CYF_D 9Y ei f, ,,c�ttt4SO !►���,,t,., 4. Denis K. Solt P.F.56902 5,I.2046 Solver Structural Partnership, Inc. 600 N.W. 25th ST Phone:(305) 592-9396 Miami, Florida 33122 Fax: (305) 599-9147 E-Mail: solverstrpct@c.s.com NParo,wi' DESIGN - INSPECTION - INVESTIGATION - REPORTS a; H <D q► 'tali � M F-i � I M Cn5 M N 44 Ili t) CI u, 9 v O N M Cn ;v 4-0 0 . V X N +. m° i o o 0 r- 0 u) r- 0 0 Q Lj F�- z W �L�l O Ld L-L1 (!� O_ Li ~ < d'- r— h7 O 2 % f '� `� C U- j_ Q �t w © 2 __j DRAWN SL CHECKEO JCS DATE 1-10-09 SCALE AS NOTED JOB NO. 2008�- SHEET INDEX ELEVATIONS SHEET NUMBER SW3