HomeMy WebLinkAboutBIN B-2 PERMIT 4145
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TRUSS SIRAP(SEE
TRUSS lAYOUT)
3 1/2" MIN CONC, SLAB
D.ESIGN CRITERIA: I
WIND- 110 MPH
ROOF TYPE- HIP
BUILDING 'MDTH(TRUSS LENGTH) 28'-8"
'MND FORCES- FBC 1606
EXPOSURE CATEGORY- B
BUILDING CATEGORY -II/IMPORTANCE F ACTOR- 1.0
INTERN AL PRESSURE COEFFICIENT - :1:0.18
DESIGN WlND PRESSURE OF EXTERIOR COMPONETS AND
CLADDING(WlNDOWS AND DOORS)SHOWN FROM FBC 1606 OR ASCE 7-98
ALL W1NOOW/OOORS SHALL MEET "WORSE CASE SCENARIO" OF -30 P.S,F.
ALL GARAGE DOORS SHALL MEET "WORSE CASE SENARIO" OF -22.6 P,S.F,
1/2" GYPSUM W/5d WALL HT,- 10'-0"
V COOLERS @ 7" Q,C. DEAD LOAD- 10#
UPliFT - 940#
USP HCDP @ EA S11.JD BOT.. VERTICAL R~INF. IN BLOCK WALLS
2 X P,T, BOT.. PLATE W/ PROVlDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER,
1/2" X 8" A.B. OR 1/2" REDHEAD w,;(ND LONG RUNS MAX. _6'-0" O.C. HOOK ENDS MIN 10" AND LAP
MIN 6" EMBEDMENT @ 32" 0 C ------
W/2:~ X 1/8" WASHERS, " AT ALL CORNERS, EACH END OF SHEARWALL SEGMENTS, INTERSECTIONS,
..' '. '. .... I . . ".. BARS MIN. 25". FILL BAR CORES WlTH CONCRETE.
""~'~K" . ".
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I " "" I 12" BELL FOOTER
~f W/2-#5 CONT,
CONC. PAD 12" X 24" X 24"
~ CONC, PAD W/3-#5 E. W.
\J7 SCALE: 1/2"= 1'-0"
2 X 4 STUD #2 SPF
@ 16" O,C,
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1 SCALE: 1/2"= 1'- 0"
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~ 12" TOE FOOTER
\J7 SCALE: 1/2"= 1'-0"
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SCALE: 1/2"= 1'-0"
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20"
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2 X 4 STUDS @ 16" O,C.
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IFTHIS CONDITION IS AT A POINT
OF BEARING THEN BOTTOM PLATE
IS TO RECEIVE A USP SPT 2,
PLATE/Sl\.JD CONNECTOR AND 5/a" DIA
ANCHOR BOLTS ARE TO BE AT 21" O,C.
"
HIP TRUSS MBR. UPLIFT 7' ENDJACK~3 1" ENDJACKS
END & COR, JACKS 94011 X .75== 70511 X .85== 799#
HIP JACK 94011 X 1 == 940# X 1.1 == 1034#
#1 HIP TRUSS 940# X 2== 1880# X 2,5= 2350#
USP SPT 2, ~'
2 X 4- P,T, BOTTO;P ATE" .
"J- BOlT EVERY 21"_
P,T. SOLE PLATE
ANCHORED TO SLAB
W/5/S" DIA. ANCHOR
BOLTS AT 4'-0" O,C,
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12" W/2-#5
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~ LOAD BEARING
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LOAD BEARING WALL
W/STRAPS (TYPICAL)
muss ANCHOR~
USE SIZEJ:iI~Q_,LENGTH__J..~__,__l1.._ GAUGE,_J~__ 10d NAILS, BY Usp,
OR EQUAL. DOUBLE UP ON #1 HIP TRUSSES, CAPACITY IS _J..~QL___,
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CD LOAD BEARING WALL
SCALE: 1/2"= 1'-0"
USE SIZE HTW20 NAIL'G SCH. 20-16d 14 GAUGE BY USP
-------, . --------, ----- , .
CAPACITY __15]QiL__
----I
50'-0"
S11JD SPACING W/O BRACE 2x4 L-BRACE (2) 2.4 L-BRACE (2) 2><8 L-BRACE
OR (1) 2><e
1e" 0,0. ~-a" 7'-0" g'-e" '~-2" +
2.' 0.0. ~-J' 8'-2' 8'-4' ,,'-8" t
STUD SPACING W/O BRACE 2x4- L-BRACE (2) 2.4 L-BRACE (2) 2><8 L -BRACE
OR (1) M
1e" 0,0. ~-e' 7'-0' g'-e' 1~-2" +
24' O.C, J'-J" e'-2' 8'-4' ,,'-e" +
13'-0"
2'-0"
4'-0"
2'-0"
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6X6 #10 W.W. MESH REINF.-
FIBERMESH OPTIONAL
6 MIL. PLASTIC MEMBRANE
WELL COMPACTED EARTH
FILL 95% PROCTOR
TREAT SOIL FOR TERMITES
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GABLE END
TRUSS DETAIL
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BOTTOM OF WALL
& HEADER STlJDS
SEE FLOOR PLAN
FOR BAY 'MNDOW
DIMENS10NS
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flAY y.,NDOW FRAMING DETAIL
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6'-0"
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VALLEY CONSTRUCTION
A. LAY A 36' W'IDE VALLEY LINER
Of SMOOTH SURfACE ROlL 36' 'NIDE VALLEY LINER
ROOFING DR 26 GA ~IET AL
FLASHING OR OTHER
MA TERIAL RECOMME NDED
BY SHINGLE MANUF AClURER
B, LAY ALL SHINGLES UN ONE SIDE
OF VALLEY ~ ACROSS CENTER lINE
Of VALLEY A MIN, OF 12', FASTEN
A MIN. OF 6' AW'AY' mOM CENTER
LINE ON EACH SIDE OF' VALLEY,
C, STRIKE A CHALK LHlE 2' FROM
CENTER LINE Of THE UNSHINGLED
SIDE, APPLY SHINIGl.ES ON THE
UNSHINGLED SIDE IDF THE CHALK
LINE ~ TRIM. TAKING CARE NOT TO
CUT THE UNDERL Y1NG SHINGLES,
CLIP UPPER CORNER [)f THESE
SHINGLES, CEMENT " FASTEN,
6'-0"
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ALL WORK SHALL CO L1' W1TH ALL
PREVAILING CODES, 1 ORlDA BUILDING
CODE NATIONAL EU TRlC COtE AND
CITY OF ZEPHYRHILL ORDINANCES
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"X" BRACING
'NHEN GABLE END IS USED, SEE DETAIL.
GIRDER ANCHORING
USE USP TA SERIES 16 THRU 24 DBLlNG. V\'HEN NECESSARY ACCORDING TO TRUSS
PLANT UPLIFT. (EQUALS MAX. 3040#. ANYTHING OVER USE BELOW)
PRODUCT CODE FASTENERS CAPACITY
LINTEL SIDE PLATE PLY \UlllUl. HORZ.
(4)1/2"DIA X 8" (2)3/4"MB 2 8195 3120
SHA 6T
HEADED OR J BOLTS THRU-BOL TS
APPLY ACCORDING TO MANUF. SPECS.
GIRD~R
ONE NO.5 BAR SHALL BE PROVIDED AT ALL LOCATIONS WHERE GIRDERS
OR GIRDER TRUSSES BEAR ON MASONRY WALLS,
ROOFlNG SYSTEM
1. ROOF DECKING NAIL SCHEDULE:
FOR 15/32" CDX PLYWOOD ROOF DECK OR 7/16" OSB(MIN.RA TED 16/24),
USE 8d NAILS SPACED 6" O.C. AT EDGES AND 6" O.C. ON INTERMEDIATE
FRAMING
2. SHINGLES:
SHINGLES 'MLL COMPLY 'MTH ASTMD3161 (MODIFIED TO
110 MPH). FOUR (4) NAILS TO BE USED OR AS REQUIRED
BY MANUFACTURE.
3. FELT: (COMPLY W/ ASTMD226, TYPE 1)
USE #15 FELT OR GREATER W/2" TOP LAP AND
4" ENDLAP. REFER TO MANUFACTURE SPECIFICATIONS.
4, FLASHING: (COMPLY W/ ASTMD224)
THE RECOMMENDED FLASHING MATERIAL IS A 26-GAUGE GALV.
METAL OR AN EQUIVALENT CORROSION RESISTANT,
NONSTAINING MATERIAL. CONSULT THE APPROPRIATE ROOFING
MANUFACTURERS FOR RECOMMENDATIONS ON A PARTICULAR APPLICATION.
PRE-ENG. v.o TRUSS
X-BRACING TO BE NAILED TO 2/4 BtOCKING
WI4-'~ NMS ON EA END 0 5' 0,0. MAX,
AlONG GABLE END FlRST 2 FRAMING SP ACES,
PRE -ENO. v.o TRUSS
X-BRACING TO BE NAILED TO 2/4 BtOCKING
W/4-'&d NAILS ON EA ENO 05' 0,0. MAX.
AlUNG GABlE END FlRST 2 FRN.lING SPACES.
2X4 OUn.OOKER 0 24' O,c.
HURRICANE ANCHOR A.;4 0 24' 0.0.
GABLE END TRUSS
HURRICANE ANCHOR
GABLE: END TRVSS
"/32" COX PlY'/jIJ,I'/2' 08S1 WOOD SIDING NAILED
Wl8d NAlLS e" 0,0, 0 EOCE 81 II" O,C.
1Nn:RIoIEDlA TE SVPPORT 6r 0 J" 0,0. TOP 6r 9OT,
2><4 L-8RAClNG NAILED TO GABlE END TRUSS
W/16d NAIlS. J" 0,0,
HURRICANE ANCHOR TO 9OT, PlATE
W/10d NAlLS ~' 0,0.
PT 2><e BOTT(),l PlATE
PLYWOOD NAILING SCHEDULt
USE 1/2" CDX, 'MTH THE FOLLO'MNG NAILING SCHEDULE
TOP AND BOTTOM 3" VV1TH 8d NAILS
6" ON SIDES AND 12" INTERMEDIATE
VERTICAL/HORIZONTAL WOOD TO MASONRY WALLS
.. .
PROVIDE 5/8"X10" J-BOL T @ 24" O.C. EMBED. 8" - VERTICAL
PROVlDE 5/8"X10" J-BOL T @ 21" O.C. EMBED. 8" - HORIZONTAL
5/8 REDHEADS MAY BE USED W/ABOVE HOR. SPACING INTERIOR
LOAD BEARING WALLS.
WES BRACING
1 X 4 Y.P. CONTINUOUS LATERAL WEB BRACING (CLB), NAILED
W/2-10d, LOCATED FOR EQUAL SEGMENTS, OR 1 X 4 Y.P. "T" BRACE
NAILED FLAT TO EDGE OF WEB W/8d AT 8" O.C., OR A SCAB (SAME
AS WEB) NAILED TO FACE OF WEB W/10d AT 8" O.C. IF 2 ARE REQUIRED,
A TT ACHED "T" TO BOTH EDGES OR SCAB TO BOTH FACES. IF 3 OR MORE
ARE REQUIRED, USE CLB. "T" OR SCAB MUST BE 90% OF WEB LENGTH,
AND 2 X 6 IF WEB IS > 14'-0". USE STRESS-GRADED LUMBER(YELLOW
PINE) AND BOX OR COMMON NAILS. INTERIOR SUPPORT OR TEMPORARY
SHORING MUST BE IN PLACE BEFORE ERECTING THIS TRUSS.
GARAGE DOOR
SEE DETAIL.
.sl:i~
END WALLS-
SIDEWALLS-
NQTE: BUILDING VV1DTH USED IS WORSE CASE SCENARIO
4'-0"
4'-0"
POURED UNTEL W/1-115~
c?~
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PRE-CAST HDR.W/l-#5~
2 X 6
-
a" BLOCK. WALL
"/32" COX Pl YWO'/' 12" 08S1 WOOf) SIOING NAIlEtl
WISd NAlLS e" 0,0. . EDGE 81 &" 0,0.
INTERI.4ED\ATE SUPPORT 81 0 3" 0,0. TOP 81 9OT.
2.4 L -BRACING NAIlEtl TO GABLE END TRUSS
W/1ed NALS 0 J" O,C.
HURRICANE ANCHOR TO BOT, PlATE
W/10d NAILS 4' 0,0.
PT 2><6 9OTT(),l PlATE
I~ ~AA!N F:OG;: TRUSSES
d:~~ .. ---,-----
VALLEY TRUSS ANCHOR f2ETAILS
'M1ERE VALLEY TRUSS IS PARALLEL TO MAIN TRUSS
RAFTER 'Mm 8E'F.l
CUT HEEL BUTT TO
HORIZONTAL 2 X 4
Z. ALUM, DRIP
EDGE
-
15/32" COX PLYWOOD SHEAT11ING OR
7/16" osa SHEATHING "\ -
FASCIA AS SPEC,
2 X 6 SUB-FASCIA
GALV. STAINLESS STEEl,
AlUMN, OR COPPER ROOfING
NAILS, MIN. 12 GA, SHANK W'I
A MIN. 3/8' DIA HEAD OF A
lENGTH TO PENETRATE THRU
THE ROOFING MATERIAL & A
MIN, OF 3/4' INTO THE ROOf
SHEA THING. W'HERE SHEA THING
IS LESS THAN 3/4-' TH it.: K,
THE NAILS SHALL PENETRATE
THRU THE SHEATHING
1/2' STANDARD ANCHOR oo..T 0 32" 0,0,
2/2"'2"" Ie' WASHERS
2><4 BLOCKING wi
2-\6d NAILS 0
DROP" ENO
GABLE END
TRUSS DETAIL
ROOF FRAMING 'AEMBERS
DOUBLE TOP PLATE
15/32" COX PLYWOOD
EXTERIOR SHEATI1ING NAILED
W/l0d GALV, @ }" O.C, EDGES
AND 12" O,C, FIELD,
2x4 P.T, WALL ST1JD W/(3) 1/2"
D!A. ANCHOR BOLTS TO BLOCK.
2 X 4 STP BLOCKING
AT 4'-0' O,C, W/(3) 16d
EACH END TO TRUSSES
1/2" DIA, x 8" ANCHOR BOLTS
EMBED, 6" (MIN,) INTO FOUNDATION
W/2"x2"xl/S" WASHERS, LOCATED
'MmlN 6" OF EACH END AND 21" O.C. MAX. ELSE'M-IERE
USP RT3
2 X 8 RIDCE BD, (TY?)
2 X 6 yP RAFTER 0 24-' O,C.
15/32" COX PLYWOOD DECKING OR
7/16" OSB W!NAIUNG PER SCHEDULE
2 X 4 NO, 2 SYP VERllCAL
CONT, 0 4'-0" O,C. MAX,
2x4 P,T, BOTTOM PLATE
2x4 P. T, WAll STlJD
W/(3) 1/2" DIA.
ANCHOR BOLTS TO BLOCK.
HORIZONTAL 2 X 4-
NO, 2 SFP
1/2' DIA. X 8" ANCHOR BOLTS
EMBED, 6" MIN. INTO FOUNDATION
TRUSS TOP CHORDS - J- 1 6d COMMON
NAILS HORlZONTAl 2 X 4 TO
EACH TRVSS
RIDGE AND HEEL CONNECTIONS
6' MIN.
Office
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ASPHAL T PLASTIC
CEMENT
.
PLACE FASTENERS 5/8' ABOVE THE TAB
CUT -OUT ~ BELOW' THE ADHESIVE STRIP,
DO NOT DRIVE FASTENERS INTO DR ABOVE
THE ADHESIVE STRIP, USE 4 FASTENERS
PER SHINGLE,
SHINGLES VALLEY DETAIL
SHINGLE ATTACHME~T DETAIL
'-~ \01lC!\l.
L LOCAl!:....OOI "'"l."
iI':~ fi-.'i'.'.~13c~ : " J: ~['P~
OPENING W/GlRDER O~ Vt1NDOWjOOOR
VERT, REINf. SCIIU , N. T.$.
IN GROUTED
cru. W/1-1S
Rl:VlEWED
APf~ 1 3 2005
~ i5W1fV~
CUANOOT REQ'D,
FOR GROOT un
>5 n, UNLESS
FOOTING DIlL IS
NOT REQ'O.
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11'-4-"
21'-4"
10'-B"
5'-4"
12'-8"
50'-0"
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SCALE: 1/4" = l' -0"
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OOI'lU lAPPED
'MTH WAlL RElNf,
WALL BEYOND _I
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IS CORNER BAR
ALL LAPS 25' MIN.
TYPICAL WALL
SECTION
Bruce B. Bower
3035 Cy?~~~3 Garden Rd.. Winter Haven, FL
Tel: 863,324.4657 Re, 8359
CORNER CONllNUllY OF BOND BEAM
AND WALL REINFORCEMENT
-
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J-BOL T(TYP)
2 X 6
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USP MTW 12 ANCHOR
AT 4'-0" O,C,(TYP)
IIU
GARAGE DOOR
SIDES-2 X 6 PT GARAGE DR, BUCK W/4-1/2"XS" ANCHOR BOLTS
'N/2" :'< 2" X 1/S" WASHER AND NUT SPACED EVENLY FROM
FLOOR TO GARAGE DR, HDR, IN JOINTS PRIOR TO FILLING,
(SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT)
1-2X6 PT, BLOCK @ CENTER OF DOOR HEADER W/1/2" X 8"
A.B. W/2" X 2" X 1/8" WASHER AND NUT FOR DR,SPRING ATTACH, NT
WALL CONNECTION DETAIL
@ GARAGE DR.
SCALE: N,T.S.
PITCH AS INDICATED ON ELEVATIONS
COMP,SHINGLES OVER #15 FELT
OVER 15/32" COX PLYWOOD DECKING
OR 7/16" OSB(MIN.RATED 16/24)
PRE-ENGINEERED TRUSSES
@ 24" O.C.
USP RT3 FRAMING
ANCHOR (TYP)
R-30 INSULATION
'MNDOW AS SPEC, _
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EMBED s" MIN, INtO BOND BEAM,
WITH 90' HOOK OYER BOND BEAf.A
REINfOR,
1/2" DRYWA OVER
R-3 INSULA N OR
GREA TER
3/4" P. T,fUR ING
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ANY LAPS BETWEEN VERTiCAL
STEEL AND DOWELS OR BETWEEN
VERTiCAL WALL STEEL > 25"
DOI'/ELS 1-#5
WHERE SHOl'lN ON PLAN
EMBED 6" MIN, INTO FTO.
WITH 90' HOOK
FINISH AS SPEC.
GRADE
8' MIN,=
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t.lIN 3 '/2- CONC. SLAB
SXS "0 W,W, MESH REINf,-
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S MIL PLAS]C MEMBRANE
WELL COMPACTED EARTH
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TREAT SOIL fOR TERf.AITES
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-rVPICAL WALL SECTION
SCALE: 1/2"= 1'-0"
THI (,~T UCTURE HAS BEEN DESIGNED TO THE
Q-r,,!~ODE SECTION 1606.
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1. USE 8D RING-SHAN!: NAILS FOR ALL FASTENERS IN NAILING ZONE 3 IN 110 MPH 'MND SPEEDS
AND 'M1ERE GROUP Iii SPECIES FRAMING LUMBER IS USED IN 100 MPH WIND SPEED.
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1-1X4 FlOR,
SCALE: N. T. S.
2, SPACE FASTENERS l~" Q,C, MIN, AT GABLE ENDWALL OR GABLE TRUSS.
3, FASTENER SPACING AT INTERMEDIATE SUPPORTS IN NAILING ZONE 1 MAY BE 12" O.C. IN 90 MPH 'MND
SPEEDS AND WHERE GROUP II SPECIES FRAMING LUMBER IS USED IN 100 MPH WIND lONES.
OPTlONAL OVERHEAD SER\":.r<
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1. ELECTRJCAL .LS AND INSTALLATlONS SHALL COMPLY W/APPUCABLE PROV1SIONS OF ll1E NAllON~
mc. CooE, . D4llON. LOCAL COOES, AND 1l1E LOCAL POI'ltR CO, ..:::....'
2. ARC F AUL T PR TEcnON REQUIP'<'O FOR BEDROOM OUTlETS, -l..'
3. ALL KITCHEN <fXJNTER OUTlETS TO BE Gfa PROTECTED CIRCUITS, V
4-. SMOKE DETECtS TO BE HARD WIRED & INTERCONNECTED, ~
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HEIGHTS ONLY.
2, TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICA1l0N. ALSO, TRl:.JSS MANUFACTURER TO
PROV1DE SHOP DRAWlrws FOR FINAL APPROVAL
BEFORE FABRICA1l0N.
3. ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS
AND ELEVAllONS.
4. TOP PLATE HEIGHTS VARY. SEE BUILDING SEC1l0NS, WALL
SECTIONS, AND ELEVATiONS FOR BEARING HEIGHTS.
5, TRUSS SPACING SHALL BE 24" O.C, UNLESS 0111ER'vVISE
NOTED. CONVEN1l0N/~L FRAMING SHALL BE 16" O,C. OR
AS OTHER'vVISE NOTED.
6. 1/2" PLYWOOD ROOF DECKING NAILED AS FOLLOWS
'vVI1111N 4'-0" OF ALL EAVES AND RIDGES-
6" O.C. (EDGE AND FIELD)
ALL 0111ER AREAS- 6" O,C. ON EDGES, 12" O.C. IN FIELD
USE 8d COMMON, GALV. OR RING SHANK NAILS
'vVITH 8d COMMON NAILS AT GABLE ENDS
7. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT
ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS
0111ER'vVISE NOTED.
8. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM
WALL BOARD TO BE CONTINUOS FROM FLOOR TO CEiliNG,
9, TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION
TO THE FOLLOWING ADDITIONAL LOADS:
ALL CEiliNG HUNG SOFFITS AND SOFFITS wi
CABINETS AS SHOVlIN ON PLANS
UNDERGROUND
SERVICE BY
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STATE -'NO LOC...,L COOES ~LE TO THEIR TRADES
2,ONL Y 'M:)RJ( SHC',\N ON THIS DRAWING IS CUTIFlED BY THE AAaiITECT.
J.ANY SPECIAL STilVCTURAl. DESIGN REOOIRED, NOT SHO'M-I BY THE
ARaimCT SHAll BE DONE BY A OOAUFlED STRUCTURAL ENGlNEER,
4,Vt:RIFY All DIt.lE:~SlONS AND CONll4TIONS IN FIElD,
5,ALL CONe. JOOO PSI IN 28 0.4. YS
S,ASSUI.4ED SOil. E=EMING PRESSURE MIN. 2QOO PSF
7.AU. WALLS TO EoE PROPER\. '( BRACED UN TIL CONCRE TE SLAB
IS LOCKED IN PL'CE
S,BACK FlLUNG Bl:HIND CONe. WAllS TO BE DONE IN s. TO 12"
LA YERS -'NO T ~ED.
9,CONTRACTOR RfSPONSlBlE FOR SUPERVISION OF CONS1RUCllON.
10, ANY FlELD CHANGES REQUIRED 'M-fICH ARE NOT CONSISTENT WI-rn
ll1ESE DRAWINGS SHALL BE REQUESTED IN v.RITlNG TO ll1E
ARCHITECT OR DRAFTSMAN WHO 'MLL DETERMINE IF DRAWING
MOOIFlCAllONS ARE REQUIRED FOR COUNTY OR aTY APPROVAL
11. SITE ENGINEERING,BUILDING PLACEMENT,SOIL ANALYSIS 8c TOPO-
GRAPHIC WORK SHALL BE ll1E RESPONSIBIUTY Of 1l1E ol'lNERI
CONTRACTOR. A~Y INFORMATlON NOT CONSISTENT 'M1l1 PlANS
SHALL BE BROUGHT TO THE ATTENllON OF ll1E ARCHITECT OR
DRAFTSMAN IN NRIllNG,
12, DO NOT SC,l.lE PLAN.
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CHARLESTON OAKS
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THIS STRUCTURE HAS BEEN DESIGNED TO THE
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