HomeMy WebLinkAboutBIN A-6 PERMIT 3933/ 39
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VlsaUEEN VAPOR BARRIER
TERMITE tREATED CO~PACTED FILL
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8'X16' CONe.. FOOTING WITH
21 5 BARS CONT.
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1;""' BUILDING CODE"'4~BUtwtti6 coog. ;ZOO p'
u.".,>. WIND' LOAD r;;;''''I~' MPH.' '0 \...
3. SOIL BSARING -- 1500 PSF (ASSUMED)
~. LIVE LOADS -- ROOF = 20 PSF AT FLAT ROOF
= 16 PSF AT 6/12 SLOPE
5. ROOF TRUSSES -- TIMBER TRUSSES DESIGNED FOR:
DEAD LOAD = 20 PSF.
WIND ~D LIVE LOADS AS NOTED ABOVE.
EQUIPMENT WEIGHTS AS NOTED ON ROOF FRAMING PLAN,
6. TIMBER FRAMING MEMBSRS -- NO. .2 SOUTHBRN PINE.
7. TIMBER CONNECTORS -- DESIGNATIONS SHOWN ON THE DRAWINGS ARE FROM THE PRODUCT
CATALOG OF "HUGHES MANUFACTURING, INC. It APPROVED EQUAL MAY BE USED WITH EQUAL
LOAD CAPACITIES. ALL CONNECTORS ARE GALVANIZED. NAILS AND BOLTS SHALL BE N3
SHOWN IN THE CATALOG FOR MAXIMUM NAlLING UNLESS NOTED ON THE DRAWINGS
OTHERWISE.
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24'-6'
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15' ,
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. e. ROOF SHEATHING -- 15/3211 (NOMINAL 11211) MINIMUM THIC!<NESS PL~O. 'APA MUD,
EXPOSURE 1. PLACE WITH FACE GRAlN PBRPENDICU~ TO SUPPORTS, STAGGBR ADJACENT
PANELS <<8". PROVIDB BLOCKING BETWEEN MAIN SUPPORTS TO SUPPORT 8008S OF PARTIAL
PANELS IN SINGLE SPANS. NAIL SHRATHING WITH 8d COMMON NAILS IN PATTERNS NOTED
ON THE ROOF FRAMING PLAN.
26' -e'
4'-6'
6'-0'
.4'-a'
, 04'-9'
6'-&' 4'.e'
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1'--4'
4'''''
6'-"
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ZEPHYRHILLS
FIRE DEPART1~ENT
9. CONCRETE -- 3000 PSI COMPRESSIVE STRSNGTH AT 28 DAYS.
10. REINFORCING ST8EL -- ASTM A615, GRADE 60 OR GRADE 40.
SPLICES -- IN MASONRY - 48 BAR DIAMETBRS.
IN CONCRETTB = 30 BAR DIAMETERS OR AS NOTED ON THE
PUNS.
CORNER BARS -- .5 BARS, 2' -O"t( 2' -0" AT CORNBRS OF BEAMS AND WALL
FOOTINGS. NUMBER OF BARS TO MATCH LONGITUDINAL
REINFORCEMENT.
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TIE BOY ~A)( SPACIl(G
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13. BXPANSION ANCHORS/BOLTS -- EQUAL TO "HILT! SLEEVE ANCHORS" AS
MANUFACTURED BY HILTI FASTENING SYSTEMS, TULSA, OK.
12'-7'
15'-~'
-4' '-4'
n' -ll"
1045'-8'
FOUNDATION PLAN BUILDING
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SCALE 118':1'9'
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Oflice
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MASONRY:
A. CONSTRUCTION TO COMPLY WITH ACt 530/ASCE 5.
B. DBSIGN COMPRBSSIVE STRENGTH ~ fm' = 1500 PSI AS DETERMINSD BY
THE UNIt STRENGTH METHOD.
C. GROUT -- ASTM C476 WITH A SLUMP "" 8" TO 11",
D. MORTAR -- ASTM C270, TYPE S.
E. CONCRETE BLOCK -- ASTM C90, GRADB N, TYPB I.
F. JOINT RBINFORCING -- 19 GAGB GALVANIZED WIRE, LADDER TYPE, ,
'JOINT RBINFORCING IN HORIZONTAL JOINTS SI?ACED 1611 O.C.
VERTICALLY IN ALL MASONRY WALLS. PROVIDE PREFABRICATED ilL"
SECTIONS WITH LEGS::: 24" LONG AT ALL CORNERS.
G. PRECAST LINTELS -- PROVIDB PRECAST LINTELS OVER ALL OPENINGS
2' -0" ANO GRBATSR. BEAR LINTELS a INCHES MINIMUM BACH END.
12. MASONRY CONSTRUCTION
A. BOND PATTERN -- RUNNING BOND, VERTICAL CBLLS TO BS GROUTED
SHALL BS ALIGNED AND UNOBSTRUCT~D OPENINGS FOR GROUT SHALL BE
PROVIDED.
B. !J\Y UNITS W!TH FULL MORTAR COVERAGE ON FACB SHBLLS. WEBS ARE
FULLY MORTARED IN ALL COURSBS WHERS ADJACENT CELLS ARE TO BE
GROUTBD.
C. CLEANOUTS SHALL BS PROVIDBD IN THE BOTTOM COURSE OF MASONRY IN
EACH GROUT POUR, MINIMUM OPENING SIZS 3" X 3".
D. CELLS TO BE GROUTED SHALL BE CLEAN AND CLEAR WITH A MINIMUM
GROUT SPACE OF 3" X 3".
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ALL Wo
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CITy OFNATlONAL:S, FLORiD WIrli ALL
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04'-6'
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SEE SECTION @
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/ ~ 15 VERT. BAR I~ FILLED CELLS
AT s'a' a.c. VAX.
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112' GYP. BOARD
4' THICK SLAB
REV, DESCRIPTION DA TE
~'M<<S f"O U 0 A"t 10 N PL..A H? ~ \... Ol$J c? '\t\," tt"e,,~
THE LANDINGS APARTMENTS
AT OAK RUN PHASE #2
ZEPH'fRHILLS, FLORIDA
DEVELOPED BY
TOWNYIEW MEDICAL ARTS PARTNERSHIP
VISQUEEN VAPOR BARRIER^ 0
'\ TERMITE TREATED COMf'ACTED FILL
o A\ T~ICKEK SLA~ 8'~18' WITH 2/5 BARS
Office
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Office
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2
INT WALL FOOTING AL T NO
DATE
w. ~e'OJ
~T NO.
AlA 81.Oee
D F l
lA' A
DONALD F. ZAHN A.I,A.
ARCHITECT
726 TRADE'MNDS DRIVE
BRANDON, FL, 335/1-6236
(813) 689-8783
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APPENDIX E
TABLE 1705.1 FASTENING SCHEDULE
Festener
---... "F" .i... - _. ...--~____
c
ConnectIon
Joist to Band JOist, face nail
Joist 10 sill or girder, loe nail
Bridging to joist, toe nail each end
Ledger strip
1x6 subfloor or less to each Jois', face nail
Over 1 x{) subfToor to each joist, face nail
2./nch subfloor 10 joist or girder, blind and face nail
Sote plate to foist or blocking, face nail
Top or sore plate to stud, end nailed
Stud to sote plate, toe nail
Doubled studs, face nail
Doubled top prates, face nail
Top plates. lap and intersections face nail
Continuous header, two pIeces
Cetting joists to plate, too nail
Continuous header to stud, toe nail
Ceiling Joists, raps over partitrons. face nail
Ceiling joists to parallel rafters, face nail
Rafter to plate. loe nail
Hnch brace to each stud and plate, face nail
1 x8 sheathing or less to each bearing, face nail
Over 1)(8 sheathing to each bearing. face nail
Built-up comer studs
Built.up girders and beams. of three members
8d common
8d common
8d common
8d common
16d common
20d common
_.lt~~~r Qr~pacl~!L ___
3
3
2
3 at each joist
2
3
2
16' o,c,
2
4
24' o.C
16' o,c.
2.16d or 3.1Od common
16. o,c, along each edqe
3
3
3-16d or 4.1Od common
3.l6d or 4.10<1 cemmon
3
2
2
3
24' O.C,
32' O.C. al top and b<Jt1om
and staggered 2 er'lds
and al each sptic~.
2 each bearing
2 each end
D
16<1 common
8d common
8d common
l6d common
ad common
ad common
16<1 common
16<1 common
16d common
ad common
10d common
10d common
E
l6d common
8d common
8d common
F
G
2.inch pranks 16d common
Studs to sole plate. end nail 16d common
Wrx:xj Structural Panel and Particleboard Subnooring 5
15/32., 112" 6d common, annular or
spiral thread
19/32..3/4' ad common or 6d annular
or spiral thread
1'. 1 1/8. 10d common or
ad annular or spiral thread
15/32'. 112" 16 ga galvanized wire staple" 318"
minimum crown
19/32', 518. 1 5/8. length
Wood Structural Panel and Particleboard Roof & Wall
Sheathing
1/2" or fess 6d Common
6' o.c, edges and
12" O.C. fntermediato
6" o,c. edges and
12' O,C. intermediate
4' o,c. edges and
8" O.C. Intermediate
H
6' o.c. edges and
12" O.C. Intermediate
6. o,c. edges and
12' O.C. intermediate
6' o,c. edges and
6" o,c. intermediJte
4' o,c, edges alid
7" o.c, intermediate
2 112' O.C. edges and
"'. o,c. intermediale
19/32" or greater ad Common
J
5116" . 1/2"
16 ga galvanized wire staples, 3/a'
min. crown. Length of l' plus
wood strucfural panel or particleboard
thickness
19/32. . 3/4.
2" O,C. edges and
5' O,C. Intermediate
3' d.c. al edges
6',cal other bearings
K
1/2' fiberboard sheathing' 1 112. galvanized roofing nail
6<1 common wall
,
TABLE 1705.1 FASTENING SCHEDULE (COfltlnUed)
Connection Faste'ner
Number or SpacIng
3' o.c. at edges
6' o.C. at other bearings
... o.c. at edges
8' a.C. at other bearings
4' o.c. at 9(j9~s
B. o,e. at other bearings
L
25/32' Fiberboard Sheathing'
112" Gypsum Sheathing
5/8" Gypsum Sheathing
Gypsum Wallboard
1/2"
1 3/4' galvanized rooftng nail
8d common nail
11 ga 1 112" Galvanized
7/16' head
11 g8 1 3/4" GalvanIzed
1/16. Mad
M
1 3/8. drywall nail"
7" o.C. on ceillngs
S' o,c. on walls
7" o.e, on ceilings
a' o.C. 0f'I walls
5/8.
1 112' drywall nail"
N
Particleboard Siding
5/16'. 112' ,
518"3
3/4.4
6d 2
ad 2
ad 2
Hardboard lap Siding, Direct to
Studs3
o
ad 6 corrosIon resIstant
with minimum shank
diameter of 0,099 Inch
and minrmum head
diameter of 0.240 Inch
16 inch O,C. at top
and bot1om edges
Hardboard Lap Siding. Over
Sheathing
p
lOd 6 corrosIon
reslstanl with
minimum shank
diameter of 0.099 Inch
and mInimum head
diameter of 0,240 if'l(;h
16 Inch o.C. at top
and bottom edges
Hardboard Panel Siding. Direct
to Studs
6d 6 corrosion resistant
with minimum shank
diameter of 0.092 Inch
and minimum head
diameter of 0.225 Inch
6 inch o.c. at edges
and 12 Inch O,C. at
IntermedIate supports
Q
R
Hardboard Panel Siding. Over
Sheathing
6 inch o.C. at edges
and 12 Inch O,C. at
Intermediate supports
s
ad 6 corrosion resistant
with minimum shank
diameter of 0.092 Inch
and minimum head
diameter of 0.225 Inch
'Fiberboard sheathing may be stapfed using 16 g8 galvanized staples 1 1/8' long for 1/2' sheathing and 1 1/2'
long for 251'J2' sheathing, Stapfes 10 have minimum
crown of 7/16" and ~aced 3' o.c. al edges and 6" o,c. at other bearings,
"Drywall nails shall conform 10 ASTM C 514.
1. Siding applied 10 518' nel wood sheathing. 15/32' wood structural panel or 112' particleboard sheathing.
2, Corrosion resIstant nails spaced 6" on center at edge and 8" on center al intermediate supports, NaHs shall have
a minimum edge dislance
2. of 3/8'.
3. Siding applied to studs spaced 16"on center maximum,
4. Siding applied directly to studs spaced 24' on center maximum,
5. ~se annular or spiral thread nails for combination subfloor/underlaymen1.
6. ail must be of sufficient leng1h to accommodate thickness of sIding and sheathing, if ust1d. and allow minimum
stud penetration of 1 1/2 inches.
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ZEPHYRHILLS. FLORIDA_
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TOWNVIEW MEDICAL ARTS PARTNERSHIP
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THE LANDINGS APARTMENTS
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ARCHITECT
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BRAl'JOON, FL 33511-6236
(813) 689-8783
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TWO BEDROOM UNIT
,1JGH';T'1NQ ANQ CONVENIENCe ovn.rn 100e SQ. FT ~ WATTS. 3018 W.
IWm' OVEN 12,rmN.
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ALL WORK SHALL COMPLY WITH ALL
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CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
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DA TE T i
REV,J!ESCRIPTION
~~ - ~eOIieOO)v1, U Nl r
THE LANO'INGS APARTMENTS
A T OAK R'UN PHASE #2
ZEPHYRHILLS, FL.ORIDA
DEVELOPED BY ~
TOWNVIEW MEDICAL ARTS PARTNERSHIP
D F Z
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DArt
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AlA QUGe
DQNALD F, ZAHN A.I.A.
ARCHITECT
726 TRADE'MNDS DRIVE
BRANDON, FL. 33511-6236
(813) 689-8783
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Joist Holes and Notches
Notching of bending members should be avoided building code references for wood or floor
whenever possible. especially I)n the tension side construction are: SBCCP Standard Building Code,
of the member. When necessary, however, cutting Chapter 17; BOCN National Building Code, Article
and notching of joists is allowed to accommodate 17; IeBO. Uniform Building Code, Chapter 25; and
electrical, plumbing and other small lines. CAB05 One and Two Family Dwelling COM,
'111e figure and table below provide guidelines for Chapter 6.
cutting holes and notches into joists. 'they were 1t-lational Forest Products Association. now known 85 the AmerlcM
summarized from the National Design Specifi(afio"~ forest~ Paper~ation ~A). 2 Southem ~~i1dingCodeCo~ess
fior Wood Construction published by NFPN and Internatiopal. 3 BuJldlOg OflklaJ~ ~d Code ~dmmlstrato!" Intema~onal.
, 4lntemational Conference of BUlldtng Oflkla1!. 5 Council of Amen<:an
from model building code requirements. l11.e Building Official!.
Omln.
bearing '.
Od/3 max.
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IS Minimum bearing: 1.1/2" on wood or steel; 3" bearing on masonry,
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CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
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REV;~ ., DESCRIPTfON
~I'MJ '~ie,eD~ooM UNIT
THE LAN!jINGS APARTMENTS
AT OAK ~UN PHASE #2
ZEPHYRHILLS, FLORIDA
DEVELOPED BY ~
TOWNVIEW MEDICAL ARTS PARTNERSHIP
DATE 1
~
D F Z
AlA
DATE
~.\ 'CJ
AlA 61.068
'v
DONALD F. ZAHN A.l.A,
ARCHITECT
726 TRADE'MNDS DRIVE
BRANDON, FL. 33511-6236
(813) 689-8783
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CITY OF ZEPHYRHILLS ORDIN~\TCES
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THE LANDINGS APARTMENTS
A r OAK ~Uti PHASE #2
ZEPHYRHILLS, ~LQRIDA
'it-
DEVELOPED BY ~.
TOWNYIEW MEDICAL ARfS PARTNERSHIP
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DQNALD F, ZAHN AlA,
ARCHITECT
726 TRADE'MNDS DRIVE
BRANDON, FL. 33511-6236
(813) 689-8783
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~\lItjO .C~O'?~ ~E!c-rloN ~I NGt..g, t?IO~1'
THE LANDINGS APARTMENTS
AT OAK RUN PHASE #2
ZEPHYRHILLS. FLORIDA
DEVELOPED BY
TOWNVIEW MEDICAL ARTS PARTNERSHIP
o F l OA <11.I~'OI
kT NO.
I ^ DONALD F. lAHN A.I.A. "lA nee!
ARCHITECT OM...,
726 TRADE'MN)S DRIVE
BRAf\t)ON, FL. 335 J 1-6236
(8' 3) 689-8783
12
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CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
..
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ALL WORK SHALL COMPLY WITH ALL
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CODE NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
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REV; DESCRIPTION DATE
~WNO -~~CTION'O -$ OE!TA'L.~ 'TWO "10\'<."(
THE LANDINGS APARTMENTS
A T OAK RUN PHASE #2
ZEPHYRHILLS. FLORIDA
DEVELOPED BY ~
TOWNVIEW MEDICAL ARTS PARTNERSHIP
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DONALD F, ZAHN ALA.
ARCHITECT
726 TRADE'MNDS DRIVE
BRANDON, FL. 3351 1-6236
(813) 689-8783
,.er NO. I 0
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f\: 8d ~AILS AT 4' O.C. EA TRUSS
SECT ON
SCALE 3/4//::1'011
NON COMBustiBLE PLYWOOD 4'e'
EA SIDE OF DIVIDER WALL
~ SISSOR TRUSSES
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SHINGLES O~ SIDING, OYER, n,YE~<..
HOUSE W~AP
DOUBLE FLAT BOTTOM CHORD TRUSSES
WITH 2.5' INSULAtiON BETWEEN
112' PLYWOOD SHEATHING WITH 8d NAILS
AT 6' O.C. AT EDGES AND 12' O,C AT INT.
~~OM CEIL.iNG TO TOP OF WALL
2X6 TOP PLATE SAW KERF TOP EDGE
ROOF S\1EATHING
2x4 BLOCKING ~t 24' O.C.
SPECIAL TRUSSES
,~
2)(4 BLOCKING
SPECIAL GABLE END t~USS
R-ll INSULATION (NOT SHOWNI
~
. 112' G'l'PSUM BOAI<D
2X4 STAGGERED STUDS WITH 2.5' INSULATIO~
'T~-'
2X4 BLOC(\NG WITH 2-16d AT 1::A UP~
5/8' TYPE X GYP BOARD BOTH SIDES
STAGGER JOINTS TO ACHIEVE ONE HOUR
FIRE RATING
BUILD WALL PRIOR TO INSTALLI~G TRUSSES
OFFSET ELECTRICAL RECEPTACLES, USE
TWO HOUR RATED BOXES AND FIRESEAL
ALL PENETRATIONS
NOTE UPLlrr ANCHORS ARE NOT REOUiRED
HOWEVER TOENAIL BottOM CHORD OF TRUSS
TO TOP PLATE WITH 16d AT 24' O.C.
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\ 8 d ~AILS AT 4' O.C.
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SECT ON
SCALE 3/4"::1'0"
WHERE ROOF IS LEVEL ON BOTH SIDES OF MASONRY
DIVIDER WALL
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TRUSS WITH 5/8' TYPE X GYP BOARD BOTH
SIDES FROM DECK TO TOP BOND BEAM
P.T. 2X4 BLOCKING BOTH SIDES ~A1L TO BONO BEAM
OR SCREW WITH TAP CONS AT 24' C.C.
R-~e INSULATION.
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GYP BOARD CEILING
8'X8' BOND BEAM
WITH 1'5 BAR
8' eMU
112' GYP BOARD OVER 1X2 P.T. FURRING
A r 24' O.C. 80TH SIDES
2)(4 BRACING
2)(4 FLAT AT 24' O.C.
::
-.-i#
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2X2 NAILER
5/8' raG PL ,(WOOD SUBFLOOR
2X1a JOISTS TOENAIL TO PLATE: AND
FACE ~AIL TO Bort. CHOI<D
t 8'G' A.H
--
---- DOUBLE ro~ PLATE
2X4 STUDS Al 24' O,C.
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ad AT 4' ~.C.
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SPECIAL SISSOR TRUSSES
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2X1a JOiStS
112' GYP SOARO CEILING -.l
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SCALE 3/4"=1'e"
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GABLE END TRUSSES WITH 2.112' INSULATION eEiWEE~
5/8W TYPE: X G'1P. eOA~O BOTH SIDES. STAGGER JOIMiS
FROM SLAB TO BOTTOM O~ OC:CK
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nwssl::s
/2)(10 . 1/2' PL'tWOOD BLOC!(\MG BETWI::I::M
f 5/8' T 8 G PL YWOOD sueFLOO~ GLU~ AMD
NAILED WlTH led A r 6W O.C, AT EDGES AND
12' oe. At INf, SUPPORTS
i
;' \ JOISt HANa~RS UH219 WItH lH6d
i\ USE 2-210 AT DOUBLE: JOISTS WITH 13*16d
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f \
I
I '-- 2'1.6 TOP PLATE: SAW KE!:!~ TOP EDGE
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2X4 srAGa~~t:D StUbS WitH 2-112' Fle~RaLASS BAtTS
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ALL WORK SHALL COMPLY WITH ALL
PREVAILlNG CODES, FLORlDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
A
B
c
D
E
F
G
H
J
K
L
M
N
o
p
Q
R
s
DATE T
REV, DESCRIPTION
~Ylt4G -'NAL.L,,=,t!C-r toN~
THE LANDINGS APARTMENTS
AT OAK RUN PHASE #2
ZEPHYRHILLS, FLORIDA
DEVELOPED BY
TOWNVIEW MEDICAl. ARTS PARTNERSHIP
D F Z
A I A DONALD F, ZAHN A.I.A.
ARCHITECT
726 TRADE'MNDS DRIVE
. > BRANDON, FL. 33511-6236
(813) 689-8783
0A1C C,'lb'OI
AlA 81,888
DAA~
A.9
uakI. MOo A. 44H
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