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<br />MIN, 240# FIBERGLASS SHINGLES -~OOF PITCH
<br />OVER 15# FELT ON 15/32" PLYW,OOD PER ELEV.
<br />SHEATHING (1/2" O,S,B.2 OPTIOf:-.lAl)
<br />8d COMMON NAILS @ 6' O,C,
<br />USP TA20, . -~
<br />SIMPSON ETA20 '"
<br />OR SEMCO TAPR 216 @
<br />EA, END EA. TRUSS
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<br />PRE-ENGINEERED TRUSSES
<br />@ 24" O,C, BY OTHERS
<br />- MIN. R-22
<br />INSULATION
<br />
<br />SOFFIT/FACIA
<br />PER SPEC
<br />OVERHANG PER
<br />ELEVATION
<br />
<br />- DRYWALL PER SPECS
<br />FULL PERIMETER BOND BEAM
<br />8" CMU, 8" HIGH W/ 1-#5
<br />CONT. 2S" LAP CORNER BARS
<br />- #S VERTICAL FROM SLAB
<br />TO BOND BEAM @ POURED
<br />CELL (SEE FLOORPLAN FOR
<br />LOCATIONS)
<br />PRECAST lINTEL- POUR FULL
<br />(USE #5 IF SPAN OVER 48")
<br />ALUMINUM FRAME WINDOW
<br />(SIZE PER PLAN) Co
<br />INSTALL PER MFG.
<br />APPROVED DETAILS
<br />- WINDOW SILL PER SPEC.
<br />
<br />BUILDER NOTE:
<br />ALL ENGINEERED TRUSS
<br />DRAWINGS TO BE FURNISHED
<br />TO ENGINEER OF RECORD
<br />FOR REVIEW PRIOR TO FINAL
<br />ISSUE OF DRAWINGS,
<br />
<br />PRECAST CONC, SILL
<br />
<br />MIN. 1/2" DRYWALL ON
<br />1"X2" P.T. FURRING W/
<br />MIN, R-S INSULATION
<br />BETWEEN FURRING W/
<br />. VAPOR BARRIER,
<br />HEADER BLOCK ~ ~ WALL BASE & FLOOR FINISH
<br />
<br />FINISH GRADE ~ ~ _'i~~::ER .S~EC __
<br />
<br />FOOTING DOWELS: -,-,--
<br />1-#5 EMBED, 6" MIN.
<br />INTO FTG, W/ 90' HOOK
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<br />-- 6X6 W1.4 X W1,4
<br />OR FIBERMESH
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<br />8' WALL SECTION
<br />SCALE 1/2" I' -0"
<br />
<br />@ COLUMN USE USP
<br />TA20, SIMPSON ETA20
<br />OR SEMCO TAPR 216 @
<br />END OF TRUSS --\
<br />
<br />ROOF PITCH
<br />PER ELEVATION
<br />
<br />
<br />(OPTIONAL)
<br />8" PRECAST LINTEL W/ #5
<br />CONTINUOUS SPAN BETWEEN COLS,
<br />W/ MIN, 8" BEARING SURFACE EACH
<br />END CAP W/1 COURSE 4" OR 8"X16"
<br />CMU KNOCKOUT W/ 1-#5 CONT,
<br />POURED FULL W/ VERTICAL #5'S @
<br />COLS, INTO K,O. BLOCK TIE INTO
<br />FULL PERIMETER BOND BEAM W/
<br />2S" LAP @ CORNERS
<br />
<br />(2) 2X 10 OR (2) 2X 12 BEAMS
<br />ATTACH TO MASONRY COLUMN
<br />W/ MASONRY PURLlN HANGER:
<br />USP HFM 3X 10, SEMCO
<br />MPH-210-2 OR SIMPSON WNP210-2
<br />(OR (2) 2X12 SIZE)
<br />ANCHOR TRUSSES TO BEAMS W/
<br />SEMCO HCPRF, HUGHES HCS OR
<br />SIMPSON H1 TRUSS TIE,
<br />
<br />- 16" X 16" COLUMN @
<br />FRONT ENTRY PORCH W/
<br />(3) #5 VERTICAL.
<br />(COLUMN HEIGHT PER
<br />ELEVATION)
<br />
<br />"',~ c' .~---.
<br />
<br />12" X 24" PIER FOOTING
<br />W/ (2) #5 EACH WAY
<br />
<br />MASONRY COLUMN DETAIL
<br />SCALE 1/2" I' -0"
<br />
<br />ONE PIECE GIRDER ----
<br />HOLD DOWN-No, KM-7
<br />(REPLACES HUGHES SHA-6)
<br />UPLIFT CAP.=8,OOO#
<br />MFG, BY K,O, McDONALD
<br />PLANT CITY, FLORIDA
<br />
<br />
<br />GIRDER TRUSS
<br />DOUBLE OR
<br />TRIPLE MEMBER
<br />
<br />KM-7 .,
<br />
<br />8" BOND BEAM W/
<br />(1) #5 CONT.
<br />I I I
<br />
<br />5/8" STUD ANCHOR
<br />MIN, EMBED, = 2-1/4J
<br />OR ANCHOR SYSTEM W/
<br />MIN. 8,000# SHEAR
<br />
<br />8" BOND BEAM -'\
<br />W/ 1-#5 CONT.
<br />8" CMU W/1-#5-,
<br />EACH CELL
<br />(POUR 2 CELLS)
<br />W /FTG DOWEL
<br />EACH POURED
<br />CELL
<br />
<br />8" CMU W/(1) 35
<br />EACH CELL
<br />(POUR (2) CELLS-CO
<br />NOT PENETRATE WEBS)
<br />NOTE: FOR GIRDERS W/ 3,000# OR
<br />LESS UPLIFT - USE HUGHES LPTA'S
<br />@ EACH END OF GIRDER, USE PER HUGHES
<br />CATALOG SPECS, SEE ENGINEERED TRUSS
<br />DRAWINGS FOR UPLIFT ON TRUSSES.
<br />
<br />(2) 5/8"~ X 3-1/2"--
<br />DUAL BOLT STUD ANCHORS
<br />
<br />GIRDER TRUSS HOLDOWNS - ~fASONRY
<br />
<br />2816-2-1.dwg 5-6-02 8149:09 0.1"1 EST
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<br />FOOTING DOWELS: '----.-~
<br />1-#5 EMBED, 6" MIN.
<br />INTO FTG, W/ 90' HOOK
<br />
<br />4" CONCRETE SLAB '\
<br />lW/ 6X6 #10 W,W,M,
<br />OR FIBERMESH
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<br />ALTERNATE MONO FOOTER
<br />
<br />DESIGN CRITERIA
<br />FBC 1606, 110 MPH WIND SPEED
<br />EXPOSURE CATEGORY - B
<br />ENCLOSED BUILDING CATEGORY 1,0
<br />INTERNAL PRESSURE COEFICIENT :1:,18 ASCE 7
<br />TABLE 6-7
<br />VERTICAL REINFORCEMENT IN BLOCK WALLS
<br />PROVIDE #5 BARS EACH SIDE OF OPENINGS 6'-0" OR GREATER,
<br />AT ALL CORNERS. EACH END SHEARWALL SEGMENTS,
<br />INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
<br />HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19", FILL
<br />BAR CORES WITH CONCRETE.
<br />EXTERIOR SIDING
<br />1/2" HARDIBOARD OR T-111 SHEATHING
<br />NAIL W/Sd CC 6" O,C, EDGES & 6" O,C, IN FIELDS
<br />EXTERIOR PRE-HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W/#4 CASE HARDS
<br />OR T -NAILS @ 4" O,C,
<br />SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUALLY SPACED
<br />2-1/2" (OR LARGER) SHEETROCK SCREWS
<br />ELECTRICAL ,
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC),
<br />FRAME WALLS
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE U2 SPF.
<br />ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
<br />AS INDICATED ON FLOOR PLAN)
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON FLOOR PlAN,
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<br />GENERAL NOTES
<br />
<br />ROOF SYSTEM
<br />ROOF DEAD LOAD - 7# P,S,F,
<br />ROOF LIVE LOAD - 20# P,S,F,
<br />ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES,
<br />ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED),
<br />ROOF SHEATHING NAILING SCHEDULE
<br />FOR 7/16" OSS ROOF DECK, USE Sd CC NAILS
<br />SPACE 6" O,C, AT EDGES AND 6" O,C, IN FIELDS
<br />ALL FLASHING SHALL CONFORM TO FBG CODE REQUIREMENTS,
<br />ROOF COVERING
<br />FIBERGLASS SHINGLES SECURED W/(6) NAILS
<br />PER SHINGLE OVER 15# FELT OVER 7/16"
<br />OSS ROOF DECK, PRODUCT MEETS ASTM D3161
<br />PER F,S,C,
<br />
<br />FLASHING
<br />FLASHING SHALL BE GALVANIZED STEEL 0,0179
<br />26 GA. (ZINC COATED G90) NAILED 6" O,C, @ EDGES
<br />OVER 15# FELT W/CLOSED CUT VALLEY.
<br />WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
<br />W/ 4X5 L-FLASHING NAILED 6" O.C. AND
<br />SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
<br />GARAGE DOOR FRAME
<br />GARAGE DOOR FRAME TO BE PT 2X6 S'-O"
<br />W/(3) 1 /2"~ J BOLTS USING 2"~ WASHERS
<br />& EVENLY SPACED ALONG LENGTH,
<br />
<br />CEILING
<br />1/2" CEILING BOARD W/1-1/4" TYPE W SCREWS 12" O,C,
<br />(ASTM 1002) OR NAILED W/1-1/4" DRYWALL NAILS @
<br />7" O,C, (ASTM C514), PLACE BOARDS W/
<br />LONG DIMENSION PERPENDICULAR TO FRAMING,
<br />
<br />TRUSS ANCHORS
<br />TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
<br />(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED W/(10) Sd NAILS @ EACH STRAP
<br />FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 EACH END
<br />FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
<br />FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
<br />UNLESS NOTED OTHERWISE
<br />WINDOWS
<br />ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/IS2 STANDARD AND LABELED AS SUCH,
<br />WINDOWS INSTALLED PER MFG, INSTRUCTIONS FOR APPLICABLE
<br />DESIGN PRESSURE, WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
<br />> 1-1/2". FOR ANY 2X BUCK STRIPS, ATTACH TO MASONRY
<br />W/#4 CASE HARD OR T -NAILS @ 4" O,C,
<br />ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1,5 X THE DESIGN LOAD.
<br />PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
<br />REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
<br />THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
<br />CONSTRUCTION,
<br />
<br />5'-~
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<br />51'-4-
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<br />12'-a-
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<br />NOTE:
<br />GABLE END TRUSS SHALl (E1.v. Conly)
<br />CONNECT TO BfAM W / HUGHES HCS 2'-0- D.C.
<br />PROVIOE 2X4 RAT RUNS CONTINUOUS 2' D.C.
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<br />HVAC Shown Schematic Only
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<br />PRECAST UNTEL 16" COMPOSITE
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<br />FLOOR SLAB OF PLANT MIX
<br />CONCRETE 2500 P,S,I, 4"
<br />THICK W/ 6X6 10/10 GAUGE
<br />REINFORCING MAT W/ MIN, 1"
<br />COVER, TERMITE TREATED SOIL
<br />W/ VAPOR BARRIER OVER
<br />COMPACTED CLEAN FILL,
<br />FISERMESH CONCRETE MAY BE
<br />USED IN PLACE OF MESH,
<br />+ DENOTES CONCRETE FILLED CELL
<br />W/1 #5 FROM FOUNDATION TO
<br />BOND BEAM (TYPICAL)
<br />THE BUILDER SHALL VERIFY
<br />THAT THE FOUNDATION BEARING
<br />SOIL HAS A MINIMUM LOAD
<br />CARRYING CAPACITY OF 2,000
<br />POUNDS PER SQUARE FOOT,
<br />
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<br />4'.8"
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<br />6'-8-
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<br />Field \ alley Framing Sha I be 2x4 SYP Hughes HC at all Connections
<br />
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<br />Masonry Column (See Detail}Iri l
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<br />rrll-~ Masonry Column (See Detail)
<br />
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<br />
<br />15'-1~-
<br />51'-4-
<br />
<br />18'-8-
<br />
<br />12'-8-
<br />
<br />FOUNDATION PLAN
<br />W/HVAC
<br />
<br />1/4n~1'
<br />
<br />JAMES A. CARN/CELLI, P.E. 19727
<br />
<br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROFESSIONAL IN THIS
<br />JURISDICTION, I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1606 OF THE 2001
<br />FLORIDA BUILDING CODE.
<br />
<br />& UPDATE PER CODE
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />JAC
<br />BY
<br />TO FIEL.D;
<br />AS BUILT:
<br />
<br />5-6-02
<br />DATE
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />~ (813)
<br />R ym a n
<br />
<br />
<br />SHEET
<br />2 OF 2
<br />
<br />&
<br />
<br />782-0825
<br />
<br />Fax (813) 788-6773
<br />
<br />JOB NAME:
<br />
<br />CHECKED BY: JAC
<br />
<br />Construction Inc.
<br />
<br />l' -0"
<br />
<br />SAVANNAH
<br />
<br />Certified Building Contractor
<br />37325 S.R. 54 W.
<br />Zephyrhills. Fl. 33541
<br />Cert. IICB C035134
<br />
<br />DESCRIPTION: FOUNDATION & DETAILS
<br />
<br />KEVIN L. RYMAN
<br />
<br />CA2816
<br />
|