Loading...
05-930(3)-016R R R9 a F A ROOF FRAMING PLAN SCALE: 1/4"=V-0" -o NOTE: ALL WOOD TRUSS BRACING SHALL BE 2x6 WOOD HORIZONTAL BRACING SPACED AT 6• -0" O.C. MAX. ALONG BOTTOM CHORD. FASTENED w/ (4) -16d NAILS PER CONNECTION. NOTE. WD. TOP /BOTT. CHORDS) GT -N: DENOTES MULTI -PLY WD. GIRDER TRUSS (2 -PLY MIN.) U.O.N. CJ: DENOTES WD. CORNER JACK TRUSS J: DENOTES WD. JACK TRUSSES AT 24" O.C. T: DENOTES WD. TRUSSES AT 24" O.C. U.O.N. NOTE: EQ DENOTES MIN. 2x6 WOOD BLOCKING REFER TO ROOF BLOCKING NOTES FOR DETAILS. WOOD LEDGERMEADER NOTE: (U.O.N.i (2) 2x8 P.T. WOOD LEDGER TO BE FAST. TO CONCRETE TIE -BEAM W/ )f DIA. HILTI KWIK BOLT II S.S. EMBEDDED A MIN. OF 31�" INTO CONCRETE BEAM AT 8" O.C. w/ Or DIA. WASHERS. SOFFIT NOTE: PROVIDE } * CDX PLYWOOD SHEATHING FAST. w/ 10d NAILS AT 4" O.C. ALONG INTERMEDIATE SUPPORTS & PANEL EDGES. PROVIDE BLOCKING ALONG ALL PANEL EDGES & ROOF /CEILING PERIMETER. REFER TO VALLEY TRUSS DETAIL ON SHE S.4.1 m q) _ B .3.1 TO SHT R ROOF AREA !9© 1 p PROJECT A-1 00056 ROOF COVERING TILED ROOF PROVIDE 90# FIBERGLASS PAPER HOTMOPPED OVER 30# ASPHALT PAPER FASTENED AS PER MECHANICAL FASTENER SCHEDULE, OVER 5/8" THICK EXT. GRADED S -1 PLYWOOD FASTENED TO WOOD TRUSSES W/ 10d NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT EAVES AND PANELS EDGES. MECHANICAL FASTENER SCHEDULE (ROOF) MECHANICAL FASTENERS AND TIN CAPS SHALL BE SPACED IN A MINIMUM PATTERN OF 12" o.c. ON A 4" OVERLAP AND 18" o.c. IN TWO STAGGERED RAWS IN THE FIELD AREA OF THE ROOF. PERIMETER AREAS SHALL BE FASTENED 9" IN THE LAP AND 12" IN THE FIELD. ROOF DIAPHRAGM BLOCKING (IF SHOWN ON PLAN) BLOCKING TO BE MIN. 2x6 WD LOCATED ALONG PLYWOOD EDGES IN AREAS AS SHOWN ON PLAN, FASTENED TO TOP CHORD OF TRUSSES W/ 2 -16d NAILS ON EACH SIDE (TOTAL 4 PER BLOCKING END) TOE NAILED. LABEL GRAVITY(LBS) " =rROU ^ ES No. 7770 133, H . M, CIVIL AND STRUCTURAL CONSULTING ENGINEERS - -- 1333 s::':.:`;'F QUALITY INNOVATIVE ENGINEERING DESIGN 1390 4694 PALM AVENUE' LEVEL 2 ...CVO HIALEAH, FLORIDA 33012 - TEL: (305) 821 -1281 * FAX: (305) B25 -1705 ^ =� k_; F> PROJECT A-1 00056 ROOF COVERING TILED ROOF PROVIDE 90# FIBERGLASS PAPER HOTMOPPED OVER 30# ASPHALT PAPER FASTENED AS PER MECHANICAL FASTENER SCHEDULE, OVER 5/8" THICK EXT. GRADED S -1 PLYWOOD FASTENED TO WOOD TRUSSES W/ 10d NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT EAVES AND PANELS EDGES. MECHANICAL FASTENER SCHEDULE (ROOF) MECHANICAL FASTENERS AND TIN CAPS SHALL BE SPACED IN A MINIMUM PATTERN OF 12" o.c. ON A 4" OVERLAP AND 18" o.c. IN TWO STAGGERED RAWS IN THE FIELD AREA OF THE ROOF. PERIMETER AREAS SHALL BE FASTENED 9" IN THE LAP AND 12" IN THE FIELD. ROOF DIAPHRAGM BLOCKING (IF SHOWN ON PLAN) BLOCKING TO BE MIN. 2x6 WD LOCATED ALONG PLYWOOD EDGES IN AREAS AS SHOWN ON PLAN, FASTENED TO TOP CHORD OF TRUSSES W/ 2 -16d NAILS ON EACH SIDE (TOTAL 4 PER BLOCKING END) TOE NAILED. LABEL GRAVITY(LBS) UPLIFT(LBS) R1 1333 1722 R2 1390 1094 R3 1394 1107 R4 1239 922 R5 1815 1140 R6 1815 1353 R7 853 881 R8 1987 1579 R9 636 811 R10 500 1194 R11 4703 3703 R12 1815 1353 R13 1815 1140 R14 1279 2018 R15 4470 3552 R16 3095 2194 R17 2280 1811 R18 725 1063 R19 935 1175 ALL CONNECTIONS FROM TRUSS TO TRUSS SHALL BE SPECIFIED BY TRUSS MANUFACTURER THROUGH SHOP DRAWINGS. TOM MARINOS CIVIL, STRUCTU REG. NO. 515 A R A C 0 0 0 a O 0 0 3 0 O O O 0 ROODS E R T A R C H TARAFA 0 T E C T ROBERT TAR.AFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 305.876.1440 Fax: 305.876.1441 "CIVIL "STRUCTURAL "LANDSCAPE o DESIGN CONSULT- o M /E /P PROPOSED RESIDENCE FAMILY LOT 59 BLOCK 1 SUBDIVISION GABLES EDGE S.W. 59 TERRACE JOB NlAM30 A- 100058 DATB 05 -g}-05 CAD FILE NO FEVlM n>s /8IUBNllsl KMl 0 0 0 0 0 0 0 0 A SEAL L - 1,rr411.rf,,,�� s' cc • C" MO\, • c rrZrrr,, ` DRAWM TiILE ROOF FRAMING PLAN DMWM W, S.1.2 WOOD TRUSS /GIRDER CONNECTOR SCHEDULE MARKS CONNECTOR NAME /TYPE ALLOWABLE LOADS FASTENER SIZE& QUANTITY UPLIFT LATERAL LOAD (L1) I LATERAL LOAD (L2) A REFER TO CORNER JACK ANCHOR DETAIL 1 ON SHEET S.4.1 SEE DETAIL 1/S.4.1 OB REFER TO GIRDER TRUSS ANCHOR DETAIL 2 ON SHEET' S.4.1 SEE DETAIL 2/S.4.1 © NU -VUE NVHTA-16 2133 LEIS. 1617 LBS 1943 LBS (18) -16d NAILS + (6) -10d x 1 -1/2" IN SEAT OD LISP EHUH26 1200 LBS. 20 - 16d NAILS TO HEADER 10 - 10d x 1.5 NAILS TO TRUSS OE LISP EHUH26N 1730 LBS. 20 - HN20A TO HEADER 10 - HN20A TO JOIST O LISP EHUH210 -2 1645 LBS. 40 -16d NAILS TO HEADER /16 -10d NAILS TO TRUSS MIAMI -DADE CO. CODE COMPLIANCE NOTE: NVHTA -16 METRO —DADE APPROVAL NO. 00- 0327.03 NVTA -18 METRO —DADE APPROVAL NO. 01- 0110.06 REFER TO ATTACHED NOTICE OF ACCEPTANCE FOR EACH CONNECTOR FOR DETAILS. U.O.N. ON PLAN PROVIDE CONNECTOR © FOR JACK TRUSSES ALL CONNECTIONS FROM TRUSS TO TRUSS SHALL BE SPECIFIED BY TRUSS MANUFACTURER THROUGH SHOP DRAWINGS. TOM MARINOS CIVIL, STRUCTU REG. NO. 515 A R A C 0 0 0 a O 0 0 3 0 O O O 0 ROODS E R T A R C H TARAFA 0 T E C T ROBERT TAR.AFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 305.876.1440 Fax: 305.876.1441 "CIVIL "STRUCTURAL "LANDSCAPE o DESIGN CONSULT- o M /E /P PROPOSED RESIDENCE FAMILY LOT 59 BLOCK 1 SUBDIVISION GABLES EDGE S.W. 59 TERRACE JOB NlAM30 A- 100058 DATB 05 -g}-05 CAD FILE NO FEVlM n>s /8IUBNllsl KMl 0 0 0 0 0 0 0 0 A SEAL L - 1,rr411.rf,,,�� s' cc • C" MO\, • c rrZrrr,, ` DRAWM TiILE ROOF FRAMING PLAN DMWM W, S.1.2