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<br />FRONT ELEVATION 1/4"
<br />
<br />GENERAL NOTES
<br />
<br />DESIGN CRITERIA
<br />FBC 1606, 110 MPH WIND SPEED
<br />EXPOSURE CATEGORY - B
<br />ENCLOSED BUILDING CATEGORY 1.0
<br />INTERNAL PRESSURE COEFlCIENT ::1:.18 ASCE 7
<br />TABLE 6-7
<br />VERTICAL REINFORCEMENT IN BLOCK WALLS
<br />PROVIDE 15 BARS EACH SIDE OF OPENINGS 6'-0- OR GREATER,
<br />AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
<br />AND AS INDICATED ON THIS plJ\N
<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/8d CC 6- O.C. EDGES & 6- O.C, IN FIELDS
<br />EXTERIOR PRE-HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W/14 CASE HARDS
<br />OR T -NAILS 0 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 PlJ\NS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />AC 0R0ANeE- WfI!;, NATIONAL ELECTRIC CODE (NEC).
<br />GARAGE DOOR FRAME
<br />GARAGE DOOR FRAME TO BE PT 2X6 8'-0-
<br />W/(3) 1/2-f J BOLTS USING 2-f WASHERS
<br />& EVENLY SPACED ALONG LENGTH.
<br />
<br />
<br />
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR fRAMED BEARING WALLS TO BE #2 SPF.
<br />ALL WOOD BEARING HEADERS TO BE 12 SYP (SIZES
<br />AS INDICATED ON FLOOR PlJ\N)
<br />
<br />NOTE:
<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 />COMPONENT AND CIJ\DDING SCHEDULE
<br />NOTED ON THIS PlAN.
<br />
<br />2X4 BLOCKING
<br />OR 2X4 RAT RUNS
<br />4' -0- O.C. FOR FIRST
<br />FOUR FRAMING SPACES
<br />fROl.t EACH END
<br />
<br />HUGHES LPTA
<br />~9~of~)
<br />(15) 8d X
<br />l-f/2- NAlLS
<br />
<br />1 '
<br />
<br />ROOF SYSTEM
<br />ROOF DEAD LOAD - 7# P.S.F.
<br />ROOF UYE LOAD - 20# P.S.F.
<br />ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES.
<br />ENGINEERING WILL BE SUPPUED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED).
<br />ROOF SHEATHING NAlUNG SCHEDULE
<br />FOR 7/16- OSB ROOF DECK, USE 8d CC NAILS
<br />SPACE 6- O.C. AT EDGES AND 6- O.C. IN FIELDS
<br />ALL FlJ\SHING SHAlL CONFORM TO FBC CODE REQUIREMENTS.
<br />ROOF COVERING
<br />FIBERGlASS SHINGLES SECURED W/(6) NAILS
<br />PER SHINGLE OVER 151# FELT OVER 7/16-
<br />OSB ROOF DECK. PRODUCT MEETS ASTM 03161
<br />PER F.B.C.
<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 UNE, FlASH
<br />wi 4X5 L-FlASHING NAILED 6- O.C. AND
<br />SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
<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) 8d NAlLS 0 EACH STRAP
<br />FOR (1) PLY OR HIP Glf'OER~ 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 />ANSl/AMMA/NWWDA 101/152 STANDARD AND lABELED AS SUCH.
<br />WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPUCABLE
<br />DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
<br />> 1-1/2-. FOR ~Y 2X BUCK STRIPS, ATTACH TO MASONRY
<br />W/#4 CASE HARD OR T-NAlLS @ 4- O.C.
<br />ALL MULUONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1.5 X THE DESIGN LOAD.
<br />
<br />CEIUNG
<br />1/2- CEIUNG BOARD W/1-1/4- lYPE W SCREWS 12- O.C.
<br />(ASTM 1002) OR NAILED W/1-1/4- DR)wALL NAILS 0
<br />7- O.C. (ASTM C514). PIJ\CE BOARDS W/
<br />LONG DIMENSION PERPENDICUlAR TO FRAMING.
<br />
<br />NOTE:
<br />IN CAlliEDRAL CElUNG APPlJC.A.TlON,
<br />BLOCKING OR RAT RUNS SHALL BE
<br />UTIUZEO TO CONNECT BOTTOI.t CHORO
<br />Of' FIRST fOUR SCISSOR TR\JSSES TO
<br />GABLE END TRUSS !oS INDICATED.
<br />
<br />5d COOLER NAILS OR
<br />GW8~4 0 7- O.C.
<br />
<br />DIRECT TRUSS TO MASONRY
<br />ENDWALL FOR GYPSUM CEILING DIAPHRAM
<br />
<br />2815-PLANS.dwg 5-20-02 11:27112 QP'l EST
<br />
<br />
<br />I
<br />
<br />1'I-REAR
<br />
<br />(
<br />
<br />APPR.QVED PRINT RE(JUIRED
<br />ON JOB SITE
<br />
<br />.
<br />
<br />ELEVA TION
<br />
<br />1 /8"
<br />
<br />NUMBER
<br />001
<br />002
<br />003
<br />004
<br />005
<br />006
<br />007
<br />008
<br />009
<br />010
<br />011
<br />012
<br />013
<br />014
<br />015
<br />016
<br />017
<br />018
<br />
<br />DOOR
<br />
<br />SIZE
<br />2 -0 x6 -8
<br />16'x7'
<br />6'x6' -8"
<br />3'x6' -8"
<br />2'6"x6' -8"
<br />2'6"x6' -8"
<br />2'6"x6' -8"
<br />l'6"x6' -8"
<br />l'6"x6' -8"
<br />2'-6"x6'-a"
<br />3'x6' -8"
<br />2' -8"x6' -8"
<br />2' -8"x6' -8"
<br />2' -6"x6' -8"
<br />l'-6"x6'-8"
<br />l' -6"x6' -8"
<br />2'-0"x6'-8"
<br />2' -6"x6' -8"
<br />
<br />COMPONENTS AND CLADDING
<br />FBC 2001 SECTION 1606.2
<br />
<br />EFFECTNE DESIGN WIND
<br />NO. ZONE WIND AREA PRESSURE
<br />
<br />A
<br />
<br />B
<br />
<br />C
<br />o
<br />
<br />AA
<br />
<br />B8
<br />
<br />CC
<br />
<br />DO
<br />
<br />+21.8/-23.6
<br />+20.8/-22.6
<br />+19.5/-21.3
<br />+18.5/-20.4
<br />+21.8/-29.1
<br />+20.8/-27.2
<br />+19.5/-24.6
<br />+18.5/-22.6
<br />
<br />4 S,10
<br />4 s,20
<br />4 ~50
<br />4 S,1 00
<br />5 s,10
<br />
<br />5 ~20
<br />
<br />5 ~50
<br />5 S,100
<br />
<br />lYPICAL EXAMPLES
<br />
<br />A 1/2 32, 1/2 33, 1/2 34, 22
<br />B 1/2 35, 1/2 36, ALL SH 2_
<br />SH 32-34, 3-0 DOOR OR LESS
<br />C SH 35, 36, 5-0 OR 6-0 SGD
<br />
<br />o 8-0 SGD, 8-0 OHD
<br />
<br />16-0 X 7-0 OHD < +18.5/-22.6
<br />
<br />ONLY END ZONE OPENINGS WILL BE
<br />NOTED ON FLOOR PlAN.
<br />THE MAX. DESIGN PRESSURE FOR THE
<br />GARAGE DOOR IS -22.6.
<br />
<br />Office
<br />Copy
<br />
<br />PLAr JS REJ~WED
<br />DATE_1\..:::. \ \ ~ 0 .:l......I'J /J
<br />BUIL01NG DEPT APPROVED -~ 0 O~:l)
<br />
<br />ALL WORK SHALL COMPLY WlTH ALL
<br />PREY AlLlNGCODES. FLORIDA BUUDiN<?
<br />CODE. NA nONAL ELECfRlCCODE ANL
<br />crTY OF ZEPHYRHlLLS ORDINANCES
<br />
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<br />
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<br />
<br />
<br />SCALE: 1/4" = 1'-0"
<br />
<br />SCHEDULE
<br />
<br />Descri tion
<br />3 x6 8 door w side anels
<br />Overhead lDoor 16' x 7'
<br />Slider 2-?onel 6' x 6'-8"
<br />Hin ed Door 3' x 6'-8"
<br />Hin ed Door 2'6"x 6'-8"
<br />Pocket Door 2'6"x 6'-8"
<br />Hin ed Door 2'6"x 6'-8"
<br />Cabnet door
<br />Hin ed Door l'6"x 6'-8"
<br />Hin ed DOlOr 2'-6"x 6'-a"
<br />Hin ed Door 3'x 6'-8"
<br />Hin ed Door 2' -8"x 6'-8"
<br />Hin ed DOlOr 2'-8" x 6'-8-
<br />Hin ed Door 2'-6"x 6'-a"
<br />Hin ed DOlOr 1'-6"x 6'-8"
<br />DBl BIFOUD l' -6"x 6'-8"
<br />DBl BIFO~ll) 2'-0"x 6'-8"
<br />DBl BIFOLID 2'-6"x 6'-8"
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<br />RIGHT ELEVA TION
<br />
<br />1 /8"
<br />
<br />1 /8"
<br />
<br />1 '
<br />
<br />1 '
<br />
<br />LEFT ELEVA TION
<br />
<br />46'-8'
<br />
<br />6'-2~'
<br />
<br />10'-10~'
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<br />
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<br />
<br />10'-8'
<br />v\l;r-n,-\'\J ~> \.-\.JInj\N (ftl
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<br />13'-3'
<br />
<br />5'-8'
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<br />- BED~OOM '\1 "', ' @ \ ,~I ~GI~b i ~ GREAT ROO;/ 'l ! , (I, ~ ~D
<br />~ L/ --7i--._- ~f' fIJ ~ 0 / 8 IP).'=BffEAKF(\ST~ €}::
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<br />BEDROOM D16/-p)--..A.. i' 'I 0"im : /
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<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 FOUNID IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1606 OF THE
<br />FLORIDA BUILDING CODE
<br />
<br />/ lAJINOwJ &111->';>
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<br />
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<br />
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<br />
<br />6'-8'
<br />
<br />6'-10'
<br />
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<br />,
<br />
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<br />,
<br />
<br />20'-3'
<br />
<br />.,
<br />,
<br />
<br />6'-3'
<br />
<br />13'-4'
<br />
<br />6' 10'
<br />
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<br />
<br />46'-8'
<br />
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<br />
<br />AREAS
<br />LIVING
<br />GARAGE
<br />ENTRY
<br />TOTAL
<br />
<br />
<br />5-6-02
<br />4-6-00
<br />DATE
<br />
<br />UPDATE PER CODE
<br />per contractor
<br />
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />TO
<br />AS
<br />
<br />JAC
<br />laz
<br />BY
<br />FIELD:
<br />BUILT:
<br />
<br />1,280 I.f.
<br />426 ..f.
<br />62.5 ..f.
<br />
<br />1. 769 I.f.
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />
<br />~ (813) 782-0825
<br />a~maD CODstl'uotloD
<br />
<br />CARNELL nglneenDH, ..
<br />Civil, Environmentaf. Planning
<br />2225 East Edgewood Drive, Suite 5
<br />Lakeland, Florida 33803
<br />(863) 666-3727 Fax (863) 666-5747
<br />DRAWN BY: LAZ
<br />
<br />SCALE: 1/4" =
<br />
<br />DATE: 7/13/99
<br />JOB NUMBER
<br />
<br />SHEET
<br />
<br />1 OF' 2
<br />
<br />&
<br />
<br />Fax (813) 788-6773
<br />
<br />JOB NAME:
<br />
<br />CHECKED BY:
<br />
<br />JAC
<br />
<br />IDO.
<br />
<br />l' -0"
<br />
<br />ARLINGTON
<br />~~kuN '1
<br />DESCRIPTION: PLAN SECTIONS & DETAILS
<br />
<br />CA2815
<br />
<br />Certified Building Contractor
<br />37325 S.R. 54 W.
<br />Zephyrhills, Fl. 33541
<br />
<br />Cert. #ca C035134
<br />
<br />KEVIN L RYMAN
<br />
|