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09-74-009
ELE::+ 10'- 6" =+ a'- 2'1 it DRILL 3/4" * x (o" HOLES, REMOVE DUST 4 DEBRIS, POUR HIGH STRENGTH EPDXY GROUT E INTRODUCE M 5 x 30" LONG DOWELS. I I I I I I II I I I I II I I I I u I I I I II �I I I I II �I====L=---1=—=---L=== I NEW CONCRETE BEAM EX15TfNG CONC. TIE BEAM. DETAIL 3/4" NEW TIE BM. TO EXISTING DRILL 3/4" 0 x (o" HOLES, REMOVE DUST E DEBRIS, POUR HIGH STRENGTH EPDXY GROUT 4 INTRODUCE " 5 x 30" LONG DOWELS. I I I I I I I I I I I I -- NEW CONCRETE TIE BEAM EXISTING BLOCK WALL DETAIL 3/4" NEW TIE BM. TO EXISTING PROPOSED CARPORT ENCLOSURE EXISTING ROOF FRAMING PLAN 1/4" n n 0 3 HOOPS * 46" 12" 12" y 12" k O.G.(TYP.) III II I I I I III II I I Ilj � II —lir III III III , II 3 * 3 HOOPS a 12" O.C.(TYP.) III u Ilj II 2- r 5 CORNERS BARS, 30" EA LEG Ilj III III III " 3 HOOPS BALANCE to 4,S" O.Cl TYP.) III III III III S" CONG. 5LK WALL t TIE SEAM 111 � II II II II III II II u u II II 41�---41- u u DETAIL 1-1/2" TIE BM. CORNER DETAIL w L lj W C!) mom z 0 1— Q W J w r.� ;•r k NOTE: ALL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER. ROOF NOTES: PROVIDE 5 i CDX EXTERIOR PLYWOOD ROOF SHEATHING W 8d NAILS 61, O.C., TYPICAL. HURRICANE STRAP REQUIREMENT: °USP" TARL-16 GALV. HURR. STRAP & MTL. SEAT NAILED 0 EACH TRUSS W/ 6)-10d x 1 1/2 NAILS THRU PLATE & W/ (13)-10d NAILS THRU MR. STRAP NOTE: CONTRACTOR TO VERIFY SLOPE OF EXISTING ROOF TO MATCH BOTTOM CHORDS OF EXIST. WD ROOF JOIST FOR COORDINATION Ac PRIOR TO FABRICATION OF NEW WODD ROOF TRUSSES. u. iifi•i ••Y W W W Eusebio M. Mora W . W I. U • • Y t W ' Architect Fla. Lic. # AR0011732 CONCRETE BEAM SCHEDULE ••••*Q* W SIZE REINFORCING STIRRUPS i ° i • • • Y MARK ELEV. i Y V y V V •� v y Y • Y : • • • i • Y W B° X H" TOP MID. BOTT. T8-1 8 X 12 -� 2- 5 2 _ 1� 4- 1*3� � j2" AT �GORN,ERS O.B. # 48 �_n r7 ELSEFI PERE W BM-1 S X 18 T.O8. 2- 41 e 2- ` 5 2- *5 ir• V ViVV u WW BM-2 S X 20 9 O 2- 0 5 2- 5 2-* 5 11 3 Q 10" D.G. * GONTRACTOR TO VERIFY AND MATCH EXISTING TIE SEAM HEIGHT ROOF FRAMING PLAN 1/4" YW V V WW UIOO ROOF TRUSSE6 • 74" O.G. INFER ED 5Y TRJ5 MANUF. CONTRACTOR TOM TCH EX16T. 5LOPE AND RIFY DIMENVON5 4 C ITIONS IN FIELD. G Ln I z 0 Q Ld LJ 1 r g VERTICAL " Or- * GONG. TO VERIFY t OVER NANO I D(NC, of p I�, 'CrUP,Af_ St ,C e,, 6761 Southwest 68th Terrace Miami, Florida 3 3 1 4 3 (3 0 5) 7 4 0-- 5 1 8 5 (10 W J 0 W U Z Q J O O .J LL w J m CS w w w ¢ a Y w O Z .0 ■_ L �C coC • a� o 0 O 0 W W � 6 W L ~ � FIl- O- L .0 0 n (D0 0 Q -C(0 W ON CO © a. �U) O co O co O w J H O Of 0- D RAW N BY: EMM CHECKED BY: EMM ATTAC H M ENT NO.: ATTACH M ENT# DRAWING FILE NO.: 2006-002 DATE: 3/2/2006 SCALE: NOTED SHEET NUMBER: S2 OF 12