HomeMy WebLinkAboutBIN A-1 PERMIT 1999
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FRONT ELEVATION 1/4"
GENERAL NOTES
DESIGN CRITERIA
FBC 1606, 110 MPH WIND SPEED
EXPOSURE CATEGORY - B
ENCLOSED BUILDING CATEGORY 1.0
INTERNAL PRESSURE COEFlCIENT ::1:.18 ASCE 7
TABLE 6-7
VERTICAL REINFORCEMENT IN BLOCK WALLS
PROVIDE 15 BARS EACH SIDE OF OPENINGS 6'-0- OR GREATER,
AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
AND AS INDICATED ON THIS plJ\N
HOOK ENDS MINIMUM 10- AND lAP BARS MINIMUM 19-. FILL
BAR CORES WITH CONCRETE.
EXTERIOR SIDING
1/2- HARDIBOARD OR T-111 SHEATHING
NAIL W/8d CC 6- O.C. EDGES & 6- O.C, IN FIELDS
EXTERIOR PRE-HUNG DOORS
2X PT DOOR BUCK ATTACHED W/14 CASE HARDS
OR T -NAILS 0 4- O.C.
SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUAllY SPACED
2-1/2- (OR LARGER) SHEETROCK SCREWS
ELECTRICAL
ELECTRICAL SYSTEMS AS INDICATED ON THESE PlJ\NS ARE
SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
AC 0R0ANeE- WfI!;, NATIONAL ELECTRIC CODE (NEC).
GARAGE DOOR FRAME
GARAGE DOOR FRAME TO BE PT 2X6 8'-0-
W/(3) 1/2-f J BOLTS USING 2-f WASHERS
& EVENLY SPACED ALONG LENGTH.
ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
SPF OR HIGHER GRADE.
ALL INTERIOR fRAMED BEARING WALLS TO BE #2 SPF.
ALL WOOD BEARING HEADERS TO BE 12 SYP (SIZES
AS INDICATED ON FLOOR PlJ\N)
NOTE:
PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
CONSTRUCTION.
COMPONENT AND CIJ\DDING SCHEDULE
NOTED ON THIS PlAN.
2X4 BLOCKING
OR 2X4 RAT RUNS
4' -0- O.C. FOR FIRST
FOUR FRAMING SPACES
fROl.t EACH END
HUGHES LPTA
~9~of~)
(15) 8d X
l-f/2- NAlLS
1 '
ROOF SYSTEM
ROOF DEAD LOAD - 7# P.S.F.
ROOF UYE LOAD - 20# P.S.F.
ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES.
ENGINEERING WILL BE SUPPUED TO FIELD INSPECTOR
AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
PROVIDED).
ROOF SHEATHING NAlUNG SCHEDULE
FOR 7/16- OSB ROOF DECK, USE 8d CC NAILS
SPACE 6- O.C. AT EDGES AND 6- O.C. IN FIELDS
ALL FlJ\SHING SHAlL CONFORM TO FBC CODE REQUIREMENTS.
ROOF COVERING
FIBERGlASS SHINGLES SECURED W/(6) NAILS
PER SHINGLE OVER 151# FELT OVER 7/16-
OSB ROOF DECK. PRODUCT MEETS ASTM 03161
PER F.B.C.
FlASHING
FlASHING SHALL BE GALVANIZED STEEL 0.0179
26 GA. (ZINC COATED G90) NAILED 6- O.C. @ EDGES
OVER 15# FELT W/CLOSED CUT VALLEY.
WHERE VERTICAL WALLS MEET ROOF UNE, FlASH
wi 4X5 L-FlASHING NAILED 6- O.C. AND
SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
TRUSS ANCHORS
TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
CONNECTED W/(10) 8d NAlLS 0 EACH STRAP
FOR (1) PLY OR HIP Glf'OER~ USE (2) USP TA20 EACH END
FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
UNLESS NOTED OTHERWISE
WINDOWS
ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH
ANSl/AMMA/NWWDA 101/152 STANDARD AND lABELED AS SUCH.
WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPUCABLE
DESIGN PRESSURE. WINDOWS SHALL BE ANCHORED
INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS IS
> 1-1/2-. FOR ~Y 2X BUCK STRIPS, ATTACH TO MASONRY
W/#4 CASE HARD OR T-NAlLS @ 4- O.C.
ALL MULUONS SHALL CONFORM TO FBC REQUIREMENTS OF
1.5 X THE DESIGN LOAD.
CEIUNG
1/2- CEIUNG BOARD W/1-1/4- lYPE W SCREWS 12- O.C.
(ASTM 1002) OR NAILED W/1-1/4- DR)wALL NAILS 0
7- O.C. (ASTM C514). PIJ\CE BOARDS W/
LONG DIMENSION PERPENDICUlAR TO FRAMING.
NOTE:
IN CAlliEDRAL CElUNG APPlJC.A.TlON,
BLOCKING OR RAT RUNS SHALL BE
UTIUZEO TO CONNECT BOTTOI.t CHORO
Of' FIRST fOUR SCISSOR TR\JSSES TO
GABLE END TRUSS !oS INDICATED.
5d COOLER NAILS OR
GW8~4 0 7- O.C.
DIRECT TRUSS TO MASONRY
ENDWALL FOR GYPSUM CEILING DIAPHRAM
2815-PLANS.dwg 5-20-02 11:27112 QP'l EST
I
1'I-REAR
(
APPR.QVED PRINT RE(JUIRED
ON JOB SITE
.
ELEVA TION
1 /8"
NUMBER
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
018
DOOR
SIZE
2 -0 x6 -8
16'x7'
6'x6' -8"
3'x6' -8"
2'6"x6' -8"
2'6"x6' -8"
2'6"x6' -8"
l'6"x6' -8"
l'6"x6' -8"
2'-6"x6'-a"
3'x6' -8"
2' -8"x6' -8"
2' -8"x6' -8"
2' -6"x6' -8"
l'-6"x6'-8"
l' -6"x6' -8"
2'-0"x6'-8"
2' -6"x6' -8"
COMPONENTS AND CLADDING
FBC 2001 SECTION 1606.2
EFFECTNE DESIGN WIND
NO. ZONE WIND AREA PRESSURE
A
B
C
o
AA
B8
CC
DO
+21.8/-23.6
+20.8/-22.6
+19.5/-21.3
+18.5/-20.4
+21.8/-29.1
+20.8/-27.2
+19.5/-24.6
+18.5/-22.6
4 S,10
4 s,20
4 ~50
4 S,1 00
5 s,10
5 ~20
5 ~50
5 S,100
lYPICAL EXAMPLES
A 1/2 32, 1/2 33, 1/2 34, 22
B 1/2 35, 1/2 36, ALL SH 2_
SH 32-34, 3-0 DOOR OR LESS
C SH 35, 36, 5-0 OR 6-0 SGD
o 8-0 SGD, 8-0 OHD
16-0 X 7-0 OHD < +18.5/-22.6
ONLY END ZONE OPENINGS WILL BE
NOTED ON FLOOR PlAN.
THE MAX. DESIGN PRESSURE FOR THE
GARAGE DOOR IS -22.6.
Office
Copy
PLAr JS REJ~WED
DATE_1\..:::. \ \ ~ 0 .:l......I'J /J
BUIL01NG DEPT APPROVED -~ 0 O~:l)
ALL WORK SHALL COMPLY WlTH ALL
PREY AlLlNGCODES. FLORIDA BUUDiN<?
CODE. NA nONAL ELECfRlCCODE ANL
crTY OF ZEPHYRHlLLS ORDINANCES
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SCHEDULE
Descri tion
3 x6 8 door w side anels
Overhead lDoor 16' x 7'
Slider 2-?onel 6' x 6'-8"
Hin ed Door 3' x 6'-8"
Hin ed Door 2'6"x 6'-8"
Pocket Door 2'6"x 6'-8"
Hin ed Door 2'6"x 6'-8"
Cabnet door
Hin ed Door l'6"x 6'-8"
Hin ed DOlOr 2'-6"x 6'-a"
Hin ed Door 3'x 6'-8"
Hin ed Door 2' -8"x 6'-8"
Hin ed DOlOr 2'-8" x 6'-8-
Hin ed Door 2'-6"x 6'-a"
Hin ed DOlOr 1'-6"x 6'-8"
DBl BIFOUD l' -6"x 6'-8"
DBl BIFO~ll) 2'-0"x 6'-8"
DBl BIFOLID 2'-6"x 6'-8"
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RIGHT ELEVA TION
1 /8"
1 /8"
1 '
1 '
LEFT ELEVA TION
46'-8'
6'-2~'
10'-10~'
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I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROFESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUNID IT TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1606 OF THE
FLORIDA BUILDING CODE
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AREAS
LIVING
GARAGE
ENTRY
TOTAL
5-6-02
4-6-00
DATE
UPDATE PER CODE
per contractor
REV.
FOR APPROVAL:
R & R APPROVAL
TO
AS
JAC
laz
BY
FIELD:
BUILT:
1,280 I.f.
426 ..f.
62.5 ..f.
1. 769 I.f.
DESCRIPTION
TO SHOP:
~ (813) 782-0825
a~maD CODstl'uotloD
CARNELL nglneenDH, ..
Civil, Environmentaf. Planning
2225 East Edgewood Drive, Suite 5
Lakeland, Florida 33803
(863) 666-3727 Fax (863) 666-5747
DRAWN BY: LAZ
SCALE: 1/4" =
DATE: 7/13/99
JOB NUMBER
SHEET
1 OF' 2
&
Fax (813) 788-6773
JOB NAME:
CHECKED BY:
JAC
IDO.
l' -0"
ARLINGTON
~~kuN '1
DESCRIPTION: PLAN SECTIONS & DETAILS
CA2815
Certified Building Contractor
37325 S.R. 54 W.
Zephyrhills, Fl. 33541
Cert. #ca C035134
KEVIN L RYMAN
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MIN. 24011 FIBERGlASS SHINGLES
OVER 1511 FELT ON 15/32" PLY'vV.OOD
SHEATHING (1/2" 0.S.B,2 OPTIO~L)
8d COMMON NAllS @ 6 O.C,
HUGHES TA20,
SIMPSON ETA20
OR SEMCO TAPR 216 @
EA. END fA. TRUSS
PRE-ENGINEERED TRUSSES
o 24" O.C. BY OTHERS
MIN. R-22
INSUlATION
SOFFIT IF ACIA
PER SPEC
OVERHANG PER
ELE.VATION
DRYWAll PER SPECS
FULL PERIMETER BOND BEAM
8" CMU. 8" HIGH WI 1-115
CONT. 25" LAP CORNER BARS
#5 VERTICAL FROM SlAB
TO BOND BEAM @ POURED
CELL (SEE FLOORPLAN FOR
lOCAnONS)
PRECAST UNTEL- POUR FUL
(USE #5 IF SPAN OVER 48"
ALUMINUM FRAME WINDOW
(SIZE PER PLA.N)
INSTALL PER MFG.
APPROVED DETAILS
WINDOW SILL PER SPEC.
BUILDER NOTE:
ALL ENGINEERED TRUSS
DRAWINGS TO BE FURNISHED
TO ENGINEER OF RECORD
FOR RE.VIEW PRIOR TO FINAL
ISSUE OF DRAWINGS.
PRECAST CONC. SilL
FOOnNG DOWELS:
1-115 EMBED. e" MIN.
INTO FTG. WI 90' HOOK
HEADER BLOCK
MIN. 1/211 DRYWALL ON
1 ")(2" P .T. fURRING Wi
MIN. R-5 INSUlATION
BElWEEN FURRING WI
VAPOR BARRIER.
WALL BASE & FLOOR FINISH
PER SPEC.
z
~
6X6 W1.4 X W1.4 ·
OR flBERMESH ~
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FOOnNG DOWELS:
1-115 EMBED. a" MIN.
INTO FTG. wi 90' HOOK
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4" CONCRETE SlAB
lWI axa 1110 W.W.M.
OR FlBERMESH
~ -:-:-........-..:..~--&-~ 14 GRADE
1 ' '-.),4
~~N"~U~t~AR ~ 4 ,1~4' ~
(MIN. 3" CLR.)tj +
, 4
1"- --I
ALTERNATE MONO FOOTER
ONE PIECE GIRDER
HOLD DOWN-No. KM-7
(REPLACES HUGHES SHA-e)
UPUFT CAP.=8,OOOIl
MFG. BY K.O. McDONALD
PlANT CllY, FLORIDA
5/8" STUD ANCHOR
MIN. EMBED. = 2-1/4-:=1
OR ANCHOR SYSTEM WI I
MIN, 8,00011 SHEAR -
GIRDER TRUSS
DOUBLE OR
TRIPLE MEMBER
8" BOND BEAM WI
(1) #5 CONT.
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8" BOND BEAM
WI 1-115 CONT.
8" CMU W/1-15
EACH CELL
(POUR 2 CEllS)
W /FTG DOWEL
EACH POURED
CEll
811 CMU W/(1) 35
EACH CELL
(POUR (2) CELLS-CO
NOT PENETRATE WEBS)
NOTE: FOR GIRDERS Wi 3.000# OR
LESS UPUFT - USE HUGHES LPTA'S
@ EACH END OF GIRDER. USE PER HUGHES
CATALOG SPECS. SEE ENGINEERED TRUSS
DRAWINGS FOR UPUFT ON TRUSSES.
4" CONCRETE SLAB
SECT N ON THIS SHEET
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THICKENED
EDGE
FOUNDATION PLAN
W/HVAC
1/4"
l' -0"
(2) 5/8'" X 3-1/2"
OUAL BOLT STUD ANCHORS
~ (813) 782-0825 Fax (813) 788-6773
BJ'maD CODst.uotlOD IDa.
GIRDER TRUSS HOLDOWNS - MASONRY
2815-PLANS,awg
5-20-02 11127112 o.M EST
I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A L1CENSIED PROFESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUND If TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1606 OF THE
FLORIDA BUILDING CODE
Certified Building Contractor
37325 S.R. 54 W.
Zephyr-hills, Fl. 33541
Cert. #CB C035134
HVAC
SCHEMATIC
ONLY
REV.
FOR APPROVAL:
R & R APPROVAL
DESCRIPTION
TO SHOP:
BY
TO FI ELD:
AS BUILT:
JOB NAME:
2225 East Edgewood Drive, Suite 5
Lakeland, Florida 33803
(863) 666-3727 Fax (863) 666-5747
DRAWN BY: JAC
SCALE: 1/4" =
DATE: 5/6/02
JOB NUMBER
ARLINGTON
DESCRIPTION: FOUNDATION PLAN & DETAILS
KEV1N L RYMAN
CA2815
DATE
CHECKED BY:
JAC
l' -0"
SHEET
2 OF 2
&