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08-963-005,! NOTE: PR TWO AT AN D TWI SET W/ TYPICAL EACH FOUND. CORNER: PROVIDE 2 #5 BENT BARS EXTENDING 48 BAR DIAMETERS FROM EACH END. BEAM SCHEDULE MARK SIZE REINFORCING STIRRUPS ( #3 CLOSED TIES) REMARKS W H TOP BOTTOM MIDHT TB RKB 11 8 12 2 5 2 5 _ _ PROVIDE #3 TIES 48" OC THRUOUT THE TIE BEAM AND (4) #3 TIES 12 "OC FROM EACH END OF BUILDING. DROP OVER OPENINGS ADD 121 #5 BOTT. & #3HTEISDE10" OC. z O AE d A va a a v� H FOUNDATION PLAN EXIST. CONC, TIE BEAM • • O G.R 197.6 LB \ 392,8 L]i SCALE: 1/4" = F -0" , 11 — 11 NEW BEAM 2 # 5 DOWELLS DRILLED IN W/ EPDXY RESIN EXIST.WALL BEAM CONNECTION DETAIL ROOF PLAN GG,R 270 LB U.L 625.2.2 psf 13 G,R 990 LB U.L 1606,4 psf D 300 LB 1452.0 psf - EXISTING ROOF LINE SCALE: 1/4" = F -0" COLUMN SCHEDULE r -------------------------- I I I i I I I I I SIZE REINF TIES - - - - -- - - - -- -- I , I I I I I , A _= CONCRETE COLUMN I I II I I , II I I I I I I 1 # 5 1,059 LBS I I I I I I L) I SUB— FASCIA W/ 8d NAILS @ II I I C�1 I I II I PROPOSE 1 #5 OIN CONC.FILLED CELL @48" 0/C TO MATC I I EXIST. i I G,R I I I I I ©I O I I U.L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — -- "—�'---- -------------------------------------- I ----- - - - - -- ----- - - - - -- I I � 1-_J — ------- ------- - - - - -J I I I 1 I I I I I I I I ROOF PLAN GG,R 270 LB U.L 625.2.2 psf 13 G,R 990 LB U.L 1606,4 psf D 300 LB 1452.0 psf - EXISTING ROOF LINE SCALE: 1/4" = F -0" COLUMN SCHEDULE MARK SIZE REINF TIES REMARKS 1 8X12 4# 5 A _= CONCRETE COLUMN O 8X8 1 # 5 1,059 LBS CONCRETE BLCK FILLED W /GROUT FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS A A 16" X 12" 2 # 5 CONT. STEM WALL FOUND. A EXISTING FOUNDATION O S ❑IL STATEMENT AS PER VISUAL INSPECTI ❑N, S ❑IL CONDITION AT THIS SITE ARE SAND AND ROCK W/ MIN, BEARING CAPACITY OF 2000 P,S,F AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED, THE RESIDENCE SHALL HAVE A PRE— C❑NSTRUCTI ❑N TREATMENT FOR PR❑TECTI ❑N AGAINST SUBTERRANEAN TERMITE, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUDED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY WICH CONTAINS THE FOLLOWING STATEMENT, 'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUB— TERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TRUSS CONNECTOR SCHEDULE MARK MANUF. NUMBER NAILING CAPACITY (LBS) N.O.A O NVHTA 20 NU -VUE 20 -16d 2,133 LBS 03- 0224.10 O NVRT 20 NU -VUE 14 -16d 1,059 LBS 03- 032.7.14 1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ 4" 0. C. GALV. STEEL STRAP - & SEAT EA. TRUSS BENT OVER do NAILED AS PER CONNECTION SCHEDULE. Top of Beam (82") 1 1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ 4" O.C. GALV, METAL FLASHING ON 1x2 P.T NAILER ON 1X6 FASCIA STUCCO ON RIBBED METAL LATH W/3 "X24" SCREENED VENTS AT 8' -0" O.C. 1/150x312 =2.08 SF MIN. ATTIC VENTILATION GALV. HURRICANE CLIPS NAILED TO 2X4 P.T. FASTENED W/1/4" "TAPCONS" 4" LONG AT 24" O.C.,2' INTO TBM (2) COATS OF PAINT ON 5/8 STUCCO ON 8" CONC. BLOCK WALLL ,�, 0' -0" FIN FL. N ' •iii •YG • V GWV +U +Wi • i • W+ G W G G V 1 • • • • V V W W W Y 4+ `•• +y W +• +y • • Y V••U • Y r r • r r i V Y U • y V v u W Y • y r + W Y • • W V W • 14 G Y Y • • Y Y U y r _ ASPHALT SHINGLES ON 30 "FELT ++++ • +••• TIN — TAGGED TO 19/32" EXTERIOR °y +Y• 0000• G •• 4 r . . W i • PLYW. SHEATING W / "H" CLIPS W • Y + • WnrG G Mui Y r• Y W•G G r ++W • VERIFY 12 SHALL BE 19/32" CDX EXTERIOR GRADE SLOPE PLYWOOD AND HAVE STAGGERED JOINTS SATE 3 AND SHALL BE FASTENED 4" O.C. ALONG PERIMETER AND 6" O.C. IN FIELD. USE 8d RING SHANK GALV. NAILS. NAILING SHALL BE IN CONFORMANCE WITH FBC 1507. R -19 INSULATION 1/2" GWB ON 1 XSS AT 16" O.C. ON TRUSSES P.T 1X3 CONT. FIRE STOP 8 "X12" CONC.TIE BEAM W/ 4 #5 CONT. TYPICAL NOTE: DROP OVER OPENINGS 8" EACH SIDE AND ADD 2 #5 & #3 TIES AT 10" O.C.. PROVIDE #3 TIES 48 OC THRUOUT THE TIE BEAM AND (4) #3 TIES 12 "OC FROM EACH END OF BUILDING, 1/2" GWB ON P.T. 1 X2'S AT 24" O.C. W/ R -4.2 INSULATION PROVIDE STANDARD #9 GAGE LADDER TYPE JOINT REINFORCEMENT AT EVERY SECOND COURSE (16" VERTICALLY) FOR ALL EXTERIOR WALLS AND EXTEND 4" INTO TIE COLUMNS OR TIE TO STRUCTURAL COLUMNS 4" WOOD BASE 1/2" EXPANSION JOINT 4" CONC. SLAB W/6 X 6 X 10/10 W.W.M. ON WATER PROOF MEMBRANE ON WELL COMPACTED FILL WELL COMPACTED FILL TERMITE TREATED SEE FOUNDATION SCHEDULE V L. I . Q"COVER T Y P I CAL WALL SECT O N SC: 3/4 = 1' -0" GALV. STEEL STRAP - & SEAT EA. TRUSS BENT OVER & NAILED AS PER CONNECTION SCHEDULE. 8 "X12" RAKED BEAM CAP W/ 2 #5 CONT. CAP W/ 2 #5 CONT. 1X6 FASCIA NAILED TO 2X4 SUB— FASCIA W/ 8d NAILS @ 4" 0. C. 1 #5 OIN CONC.FILLED CELL @48" 0/C 2" X 6" WD. LEDGER W/1 /2 "O X 3-1/2" L.EXP.BOLTS @24"- O/C IN GROUNTED CELL TOP OF TBM ELEV. 8,_2/ T-- - - - - - -- (2) COAT PAINT ON 5/8" STUCCO (2 COAT) ON CONC. BLOCK. 2 "X4" X BRACING AT RIDGE AT 5' 0 STARTING WHERE GABLE HEIGHT EXCEEDS 3' -0" CONNECT TO 2" X ' W/3 -16d NAILS EA. END PROVIDE MP BY USP W /10 -8d GALV, NAILS(X 1 -1/2 ") AT BOTH ENDS OF VERT. BRACING 2 X 4BLOCKING @ EA_BRACE. TOP W/ 3 -16d TOE NAIL 1932" COX PLY. SHAETING TO TRUSS / PR FAB. WOOD 57 TRUSSES @ 24" O.C. AS PER MNFTR. SPCS 1/2" GBW ON P.T 1X3'S @ 16" -• O.C. ON WOOD TRUSSES @ 2' -0" O.C. P.T 1X3 CONT. FIRE STOP 8 "X12" CONC. TBM. W/ (4) #5 CONT. rAlgo #3 TIES 4 @12" O/C CORNERS 1ta @48" ELSE WHERE( 2 #5030 "X30" BENT @. CORRERc 2r, 5T ruC TtU�p� SEC-IIO� SECTION@ GABLE END SCALE: NTS I ' General Notes NOTE: I THESE PLANS COMPLY I WITH THE APPLICABLE MINIMUN REQUIREMENTS OF F. B. C. j Seal: I NESTOR CIFUENTES I 1L2 0 �2, , 8860 SW 33 TERM = Miami, Florida 33155'; j 305 - 4808013 I i I [Project Name and Address ADDITION TO EXIST. RE JIDE CE LOCATED AT 6566 SW 1591 C MIAMI, FIL �1 I' h I 0 For revision No. Revision /Issue i DRAWN Checked I D•t• j I II Owners apa pnval I '� + Date II sh••t �, I Date 0(772008 J•Y N•_' Ij 1 j 0II 000 31 I I i I ,