HomeMy WebLinkAboutPLANSDCA MODEL M o 8 8
PAGE 1. GENERAL NOTES
HOMES OF MERM INC.
bm INDEX PAGE EM
FILE M
PAGE 2. ELECT. PANEL 5PEC.
PAGE 3. ELEVAT I ON5
PAGE 4. FLOOR PLAN
PAGE 5. COLUMN
PAGE 6. ROOF DUCT
PAGE 7. DRAIN LINE
PAGE 3. HOME WITH STEEL
FRAME COVER PAGE
PAGE 9. CRO55 5ECT I ON
-PAGE 10. FOUNDATION LAYOUT
PAGE 11. FOUNDATION DETAILS
ST.XC--IF,G9UlTV. BD
REVIEWED F linISION
CE
REVIEWED �n CeC
DATE o - 20-0
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE,
PACE- 12. HOME WITH OUT -5TEEL
FRAME COVER PAGE
PAGE 13. CRO55 5ECT I ON
PAGE 14. FOUNDATION LAYOUT
PAGE 15. FOUNDATION DETA I L5
PAGE 16. HINGE;:- ROOF COVER PAGE
PAGE 17. HINGE ROOF DETAIL
PAGE 18. HINGE ROOF DETAIL
rmmX 1-1comw Na 8W-6
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
LISTING
/ AGENCY APPROVAL.
(These prints comply with 4he
Florida Manufactured Huild-
log Act of 1979 Construction
Code and adhere to tie fol-
Iowing criteria,
Coast. Type
Occupancy
Allowable No. /
of Floors ��[,�—
IWind Velocity —L[��
Fira Rating off Q Fat. Walls
or Load
Plan No. /�_�`!j—j_a`/fTj
I Allow. Floor Load �a _
Approved Date 1D
Manuf. H a /t
�r
�_, .
?, r&� C.6
DET INDEX
HILBORN. WERNER. CARTER
k ASSOCIATES
1627 SOUTH IAttt1LE AVE.
CLEARWATER. FL 33756
fnai - o,zZ'.ICe
GENERAL NOTE
I. HALLWAY WIDTH 36" MIN.
2. ALL GLAZING IN TUB AREA AND ALL WINDOW5
WITHIN 24" OF DOORS SHALL BE SAFETY, TEMPERED,
OR ACRYLIC PLASTIC SHEET.
3. INTERIOR DOOR SHALL BE UNDERCUT 1 1/2" A.F.F. FOR
RETURN AIR OK EQUIVALENT ABOVE DOOR GKILL5.
4. ALL SUPPLY AIR REC715TER5 ARE ADJU5TADLE. EXCEPT
WHERE OTHEKW15E 5PEGIFIED.
5. 'SATH FANS (WHEN REQUIRED) SHALL PROVIDE I CFM
PER 5QUARE FOOT OF RE5TROOM FLOOR AREA.
6. INGANDE5CENT AND FLUORE5GENT LIGHTS LOCATED IN
CL05ET5 MU5T BE AT LEA5T 18" AND 6", RE5PECTIVELY
FROM GOMBU5TIBLE MATERIALS IN AN AREA EXTENDING
FROM THE CEILING TO THE FLOOR ON ALL SIDES OF
THE LIGHT.
7, GEILING FANS SHALL BE 6'-8" MIN. FROM BOTTOM OF
SLADE5 TO FIN15H FLOOR.
5. 5HOWEK STALLS SHALL BE COVERED WITH NON-
A155ORBENT MATERIAL TO A HEIGHT OF 70" ABOVE
FINISH FLOOR.
CL ALL STEEL STRAPS REFERENCED ON FLOOR PLAN 5HAL
BE 1 1/2' X 26 GA. WITH 7 -16 GA. X 7/16' GROWN X
1 1/6" STAPLE EACH END OF STRAP, EQUIVALENT FROM
RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR.
10. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT
OFF VALVES.
11. AN ACCE5515LE SHUT OFF VALVE SHALL BE PROVIDED
AHEAD OF THE FIR5T OUTLET OR BRANCH CONNECTION
TO THE 5ERVIGE OR D15TRIBUTION PIPE. THIS SHUT
OFF VALVE MAY BE 51TE IN5TALLED.
12. TUB AGGE55 PROVIDED UNDER HOME UNLF-55
OTHEKW 15E NOTED.
13. ALL GIRGUIT5 GROSSING OVER MODULE MATING LINE
SHALL BE 51TE CONNECTED IN APPROVED ACCE551BLE
JUNCTION 50XE5.
14. ALL P-TRAPS ARE FURNISHED WITH SLIP JOINTS OK
GROUND JOINTS FOR CLEANOUT PURPOSES.
15. SMOKE DETECTOR5 TO 5E INSTALLED IN ACCORDANCE
WITH NFPA 72
SITE INSTALLED ITEMS
0
THI5 L15T 15 A REQUIREMENT OF THE FLORIDA DCA AND
N
W
I•-
DOE5 NOT LIMIT ITEMS OF WORK AND MATERIALS
z
REQUIRED FOR A COMPLETE INSTALLATION. 5UBJECT
;;
TO LOCAL JURI5DICTION APPROVAL.
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U
W W
I. ELECTRICAL 5ERVIGE ENTRANCE, MAIN D15GONNECT.
z U
W a
LISTING
U d
" AGENCY APPROVAL.
2. UNDER FLOOR PLUMBING, CLEAN -OUT. These prints comply with the
Florida Manufactured Build_
?
ing Act of 1979 Construction
3. -FOUNDATION SILL PLATE ANCHORAGE. Code and adhere to tie fol.
°
lowing criteria:
4. POT, WATER 5ERVIGE, MAIN SHUTOFF VALVE. O°°at type
Occupancy
N
Allowable No.
/
_
5. HVAG, CONNECTION5, AND DUGT5. °f FI°°"
N
Wind Velocity
S
Fire Rating of
O
6. DORMER AND OTHER ESTHETIC CONNECTIONS. Ext. Walls12�i(o Plan No.
W
00
ad
RIDGE BEAM CONSTRUCTION NOTES
00
Approved Date
�
Alanuf.
Q
I. MIGROLAM FB = 2800 PSI H W C .
W
2. MICROLAM MUST BE CONTINUOUS OVER GLEAK5PAN(51.
o
s
3. DEAM5 SUPPORTED BY ENDWALL COLUMNS MUST EXTEND
CONTINUOUS OVER GOLUM5 TO EXTERIOR FACE OF
ENDWALL.
4. INSTALL (2X4) X 20" 5PF 43 RIDGE BEAM BEARING
STIFFENER OVER SUPPORT COLUMNS WHEN 5PEGIFIED
ON FLOOR PLAN: FA5TEN THE FACE OF THE STIFFENER
TO THE RIDGE BEAM WITH 100% GLUE COVERAGE
AND 6 - 16GA X 2 1/2" STAPLES.
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0
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4
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5. FASTEN ROOF 5HEATHING INTO TOP EDGE OF
U
MIGROLAM TO PROVIDE CONTINUOUS LATERAL 5UPPORT
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OF BEAM.co
M
FOUNDATION:
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IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
o
o'zo
DEPARTMENT OF COMMUNITY AFFAIRS, THE5E BUILDING PLAN5
CONTAIN FOUNDATION SUPPORT AND TIE DOWN 5Y5TEM
(s
mot`
ot-
DETAIL AND SPECIFICATIONS TO SITE CONDITION STATED.
a<0
IF ACTUAL CONDITION DIFFERS FROM THESE DE51GN PLAN5
co0°Q
THE5E FOUNDATION PLAN5 CAN NOT BE U5ED AND
W
m
NEW FOUNDATION PLANS WILL 5E NEEDED AND PROVIDED
>4
5Y OTHER5 FOR LOCAL REQUIRMENT5.
0
-
CLCARNATER E 5e
CTRICAL SCHEDULE
PANEL SIZING
NO.
•NOMENCLATURE
VOLTS
WIRE GU. NM
DESCRIPTION
KVA
1
PORTABLE APPLIANCE
120
12/2 GFI
FLOOR AREA �1000 SF X 3 Vf� 1000=
y $
2
PORTABLE APPLIANCE
120
12/2 GFI
_2SMALL APPLIANCES AT I500 VA./1000=3.0
3
GFI RECEPTACLES
120
12/2
BUILT-IN OVEN AT 4.8 KW.=
4
GENERAL LIGHTING
120
14/2
COUNTER MOUNTED GOOK TOP AT 7.4 KW
5
GENERAL LIGHTING
120
14./2
RANGE AT 8.0 KW:
8•0
15
6
GENERAL LIGHTING
120
14/2
WATER HEATER AT 3.8 KW =
3•g
IS
7
GENERAL LIGHTING
120
14/2
OPT. DISHWASHER AT 1.4 'KW.-
1.4
20
8
GENERAL LIGHTING
120
12/2
WASHER AT 1500 VA./1000
I.5
20
9
GENERAL LIGHTING
120
12/2
DRYER AT 5.0 KW. =
5.0
20 12PI
11
WATER HEATER
240
12/2
OPT. GARBAGE DISPOSAL AT 1.9 KW.=
I.q
30 12P)
It
WATER HEATER
240
10/3
OPT. WHIRLPOOL TUB AT 1.2 KW.=LISTING
1.2
20
WASHER
120
12/2
These prints comply with the
Florida Manufactured Build.
30 12P1
DRYER
240
10/3
ngct of 1979 Construction
Code and adhere to tie fol-
lowing criteria:
IS
DISHWASHER
120
14/2
TOTAL LOAD Const. Type
Occupanry
30.14
40 12P)
15
RANGE
240
8/3
FIRST 10 KVA AT 100% °f F'°°"
Wind Velocity
10.0
30 12P)
16
GOOK TOP
240
10/3
REMAINDER AT 40% Ext. wa°'/ //��//��
Plan No. / 2`717 �� .�
p
p • Z
30 12P1
17
BUILT - IN OVEN
240
10/3
HVAG AT 100% Allow. Floor Load ._. .- ^,
pproved Data �!
15.8
20
18
GARBAGE DISPOSAL
120
12/2
����
19
HVAG COMPRESSOR
SIZED PER MFR. SPECS.
TOTAL
3
20
HVAG BLOWER
51ZE0 PER MFR. SPECS.
TOTAL X 1000 —
240
�,y2
15
21
SMOKE DETECTOR
120
14/2
INSTALL 200 AMP PANEL
20
22
WHIRLPOOL TUB
120
12/2
ADDITIONAL AMP USED FOR A/G ���,; r `-
rj$
REAR FI FVATION
ELEVATION NOTES.
SEE CROSS—SECTION FOR METHOD OF ROOF
VENTILATION.
HANDICAP RAMP(S). STAR(S). AND HANDRAILS
ARE SITE INSTALLED. DESIGNED BY OTHERS
AND SUBJECT TO LOCAL JURISDICTION.
FOUNDATION ENCLOSURE (WHEN PROVIDED)
MUST HAVE 1 SQUARE FOOT NET VENT AREA
PER 1/1501h OF THE FLOOR AREA. AND AN
18'c24' MINIMUN CRAWL SPACE ACCESS.
SITE INSTALLED BY OTHERS AND SUBJECT
TO LOCAL JURISDICTION.
e
LISTING
AGENCY APPROVAL
-These prints comply with the
Florida Manufactured Build-
Ing Act of 1979 Construction
Code and adhere to the fol-
lowing criteria: 1'1
Const.
Type
Occup _
capanry
Allowable No.
of Floors
Wind Velocity
Fire Rating of
Ext. Wall,nn
Plan No. Allow. Floorr Load
Approved Date /
Manuf.
H iC
RIGHT SIQF FIFVATION
9� / L
& ASSOCIATES
azy(a
1627
CLEARWATER, FL 3333756W-
W
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V)
0
N
W
W
K
in
J
w
O
O
GATHF@RAI THROUGH OUT
ATTIC ACCESS R
ONLY VATH 5/12
ROOF PITCH
4
ATTIC ACCESS LIGHT-.
REQ'D. VATH
ATTIC ACCESS. c
a
N
SYMBOL LEGEND
4
A
60'—o"
10'-8 1/40 5'-3 3/4" 16'-6"
TOD
PT. GARBAGE CIR #15
IR dOSAL 7 RANGE
36x54E 2-30x54 30x40 /
1 1/2-
V.T.R.
BEDROO}M #3
T 4 \
I \
41
5^ 21 Y
/
�5
BEDROOM #2
1.1
5
36x80 /
2
DINING ROOM — -
KIT H N opT•
DISHWASHER
7 OPT. ISLAND CIR 614
\ 7
(4) 16" SHELVES
„ iL 2 2.u. 1 n
OPT. STEREO \
LOCATION
6 '
LIVING ROOM 6
1 � �
1
6
W-10" - ■ 14 81-0"
GFI W/H
RECEPT (J11\11 W
2-30x54 l SINTCH
r2 -- 2H
/H
MORNING ROOM f
C W/H ACC. CIR J12 L
7 7
\ � 7
MASTER BEDROOM
,15 611 11 d H a6
36x54E Of �� �; 2-36x54 36x54 36x54E
W j?
4'-2" 11'-10" 17'-4" 15'-8" 11,-0"
110 RECEPT
VS
SCONCE LIGHT
G.F.I. RECEPT
8 G.F.I.
®
LOAF LIGHT
WW/H
VENT FAN
SWITCH
OPT. STEREO SPEAKER
THERMOSTAT
A�®
Y UGHT
,poO-
BULLET LIGHT
GLOBE LIGHT
BATH FAN
ISEEDROCAMLIGHT91
BATHFAN WITH UGHT
M UGHT
0
SMOKE DETECTOR
1
OUTSIDE LIGHT
❑F
STOVE VENT FAN
®
OVERHEAD OUTS LIGHT
0
SINGLE S'fA TCH
ELECT. PANEL BOX
FRESH AIR VENT
NOTE:
1. THE BUILDING'S STRUCTURAL DESIGN IS IN ACCORDANCE
WITH SBC, CHAPTER 16, SECT.1606.2
2. ALL INTERIOR PASSAGE DOORS TO BE A MIN. 2'-4" UNLESS OTHERWISE NOTED.
3. HOME MAY BE BUILT IN MIRROR IMAGE.
4. MAX. B S.F. FOR OPT. SKYLIGHTS (KITCHEN OR 2 BATHROOM LOCATIONS)
5. ADDITIONAL 40 SO. FT. OF GLASS MAY BE ADDED TO HOME AT ANY
LOCATION SUCH AS A S.G.D. OR WINDOWS.
INTERIOR FINISH MATERAL
CEILING — 1/2- MINIMUM GYPSUM BOARD INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
WALL — 3/8- GYPSUM BOARD INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
FLOOR — BLOCK TILE OR LINOLEUM MAY BE USED IN WET AREAS. CARPET, BLOCK TILE.
OR LINOLEUM MAY BE INSTALLED IN ALL OTHER AREAS.
10
` W(?
r \
FRONT'
200 A t20/240K 10
ELECTRIC PANEL
HVAC DISCONNECT
CIRCUIT #19
LOCATION MAY VARY.
LISTING
AGENCY APPROVAL
These prints comply with the
Florida Manufactured Build.
Ing Act of 1979 Construction
Code and adhere to toe fol-
lowing criteria:
Const. Type
Occupancy
Allowable No.
of Floors I
Wind Velocity„
Fire Rating of
Ext. Walls �7 _
Plan No. l'Lq�O'
Allow. Floor Load C -
Approved Dateg '.Cl 52fC.(�[��
M,
anuf.
HWC
26'-8" WIDE HOME
A -HALF
-HA F
10'-7' 21'-7 1/4'
16'-9 1/2"
1'-0 1/4"1 COLUMN DIMS.
(4) 2x3 D u C (4) 2x3
(4) STRAPS (2) 2x3
(4) STRAPSN r (2) STRAPS
- a - - - - - - - - - - - - M - - - - - - -
-----17'-2 3/6"
NOTE:
1. ALL COLUMN STUDS TO BE #3 SPF AND
SHALL BE GLUED & NAILED TOGETHER.
2. COLUMN STUDS SHALL NOT BE NOTCHED
OR BORED.
3. INSTALL SW STRAP ON EACH STUD
OF EACH COLUMN. 1- S20 STRAP MAY
REPLACE SW STRAP AT FLOOR.
4. MARRIAGE WALL STRAPPING REQ'D. 16" O.C.
J (3) 2x3 (3) 20 L
(3) STRAPS (3) STRAPS
14'-11 1/8-
RIDGE BEAM
MATERIAL: MICROLAM
SIZE: 1 1/2" WIDE x 16" DEEP
FOR SPANS C TO D
MATERIAL: MICROLAM
SIZE: 1 1/2" WIDE x 12" DEEP
FOR SPANS G TO H
MATERIAL: MICROLAM
SIZE: 1 1/2" WIDE x 9" DEEP
FOR SPANS A TO 8 AND E TO F
u
16'-10 1/4"
FRONT
(2) 2x6
(2) STRAPS
LINE
(2) 2x6
E
❑
(2) STRAPS
(2) STRAPSLISTING
AGENCY APPROVAL '
These prints comply with the
Florida Manufactured Build-
Ing Act of 1979 Construction
Code and adhere to tae fol-
lowing criteria: r
Const. Type —aV�/
Occupancy K
Allowable No.
of Floors
Wind Velocity
Fire Rating of D
Ext. Walls/rnQ
Plan No. G%b----���----�--�--
I
Allow. ed Load,}
Approved Date ( �
Manuf.
-IV-0 1/40
p
COLUMN DIMS. H 5�1'�} O
60'-o"
45 44 431 �42 I41/ 40 39 38 37 �36 � 55 34 33 32 31 30 29 28 n272625 24 23 22 1 20 19 11110178"16 15 14 3 12 11 810109❑ 8 7 6 5 ❑ ❑ 2 1
30 29 2 27 26 5 2 23 22 21 20 19 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1
36x54E 2-30x54 30x40 2-3044
4504422 2841 4043825
0 39 381037 36435 34 332 32 231 30 291281 27826125 24 23122 2.I20 1 9 18217 116 ;50184 13 12 11 10 9 B 7 6 ; 4 3 2 11
FRONT
LISTING
AGENCY APPROVAL
These prints comply with the.
Florida Manufactured Bull&.
Ing Act of 1979 Construction
Code and adhere to We fol-
lowing criteria'.
cType
Occupancy
ancy
Allowable No. /
of Floors
Wind Velocity .�
Fire Rating of
Plan Nolls f�9�S _ 9
Allow. Floor Load
Approved Date
Manuf. d
HviC
1/2n
V.T.R.
vI 1 /2e
FIELD INSTALL FIELD INSTALL TRAP
1 s'/ M.V.
/ n
\ W. — SINK
r \ \ 2" TRAP
Jj FIELD INSTALL
FIELD INSTALL \
LT.T.Y \ 3' 2
M. V. AV \/,LT.T.Y� FlELO INSTALL
�, y2aC \
/
2' 1 \ \3• / n
/ \ 2' 'OPT.
/
/ FIELD INSTALL \ \ \' / / FIELD INSTALL WASHER
L.T.T.Y\\ FIELD INSTALL
r 2.
3" V.T.R. \
J LT.T.Y
SHOWER
2" TRAP FIELD INSTALLED
/ �/ TL
FIELD INSTALL
3" / / / / FIELD INSTALL\ \LT.LY \
W.C.TQ SEWER
FIELD INSTALL / 3 / 3" T
Z•/ / L
/ FIELD INSTALL` \ r FIELD INSTALL
\ \ LT.T.Y FIELD INSTALL
M.V.
2.
\
FIELD INSTALL
- — — — — - FIELD INSTALL
CLEANOUTS NOT REO'D. AT FIXTURES
IF P—TRAPS REMOVE FROM TRAP ARM.
CLEANOUT REQ'D. IF P—TRAP REMOVES
FROM U—BEND OF TRAP.
D.W.V. SYSTEM
ACCESS FOR VENT
PROVIDED UNDER TUB
LISTING
AGENCY APPROVAL
These prints comply with the
Florida Manufactured Build_
Ing Act of 1979 Construction
Code and adhere to tae fol.
lowing criteria:
Const. Type
Occupancy
Allowable No.
of Floors
Wind Velocity_
Fire Rating of
Ext. Walls
Plan No., 12gG-!
Allow. Floor Laadt
Approved Date c/
Manuf.
HWC
1bHOMES OF MERIT, INC.
DCA
HOMES WITH STEEL FRAME
NOTE5-
1. ALL
FOUNDATION CON5TRUCTION,
MATERIAL5,
AND
IN5TALLATION
SHALL
DE
IN ACCORDANCE WITH ALL
APPLICABLE
STATE
AND LOCAL
CODE5.
2. TIE -DOWN 5TKAP5 TO BE 1-1/4" X .035" TYPE -I, FIN15H 5, GRADE I ZINC COATED
5TEEL STRAPPING CONFORMING WITH A5TM D3953-91. TIE -DOWN 5TRAP5 AND
CONNECTING HARDWARE SHALL HAVE 3150# MINMUM WORKING CAPACITY.
3. GROUND ANCHOR5 5HALL HAVE 31504 MINIMUM WORKING, CAPACITY. AND SHALL
DE IN5TALLED IN ACCORDANCE WITH THE MANUFACTUKEK'5 5PEGIFIGATION5.
IDE5IGN OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER
OF HELIXE5, ETC.. TO BE A5 5PEGIFIED BY THE GROUND ANCHOR MANUFACTURER
FOR THE ACTUAL 501L TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT
CAPAGITIE5 OF GROUND ANCHOK5 ARE BELOW THE VALUES 5PEGIFIED
ABOVE A ARC HITEC T/ENGINEER MU5T BE GON5ULTED FOR AN ALTERNATE
ANCHORAGE DE51GN.
4. 1-BEAM SUPPORT PIER5 MAY BE INSTALLED LATERALLY (99 FROM THE
ORIENTATION SHOWN ON THE FOUNDATION PLAN).
MU5T BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE.
5. IN5TALL BLOCK PIER ON EACH 51DE OF ALL EXTERIOR DOOR OPENINGS.
(MANUFAGTUREW5 RECOMMENDATION ONLY - OPTIONAL WHEN NOT 5HOWN)
SLIGHT ADJU5TMENT MAY BE REQUIRED TO INSURE OPENABILITY AFTER
INSTALLATION OF BUILDING 15 COMPLETE.
6. THE FIR5T TIE -DOWN STRAP FROM ENDWALL SHALL NOT EXCEED 1/2 THE
MAXIMUM 5PACING INDICATED.
7. ALL PIER5 5HALL BE CON5TRUCTED OF 8" X 6" X 16" CONCRETE MASONRY UNIT5
CONFORMING TO A5TM G90. MA50NKY UNIT5 SHALL BE LAID IN TYPE M OR 5
MORTAR OR COVERED WITH 5UKFAC E BONDING CEMENT INSTALLED IN ACCORDANCE
WITH IT5 L15TIN6. PIER FOOTINGS SHALL BE A5 DE5GRIBED ABOVE.
6. ALL PIER5 SHALL BE GAPPED WITH 2X8 5YP PRE55URE TREATED SILL PLATES,
FULL LENGTH OF PIER.
THE FOLLOWING PRINTS ARE TO
ONLY BE U5ED WHEN t iTEEfI,
�FRAME'EMAIN5�0 HN OMEN
CR055 5ECTION PAGE 9
FOUNDATION PAGE 1Q_
BLOCK AND ANCHOR PAGE II
SEP 18 2000
O
Ayt: b I Det: 1211
H. MTES CARTER
& ASS
do ASSOCIATES
1627 SOUTH MYRTLE AVE.
CLEARWAIER. FL 33756
6ENERAL 6POS5 SECTION NOTES
1. UNLESS OTHERWISE SPECIFIED. ALL STEEL I -BEAUS MUST
COMPLY WITH ASTM A36, YIELD STRENGTH - 36 KSI
2. ALL LAG SCREWS AND BOLTS MUST COMPLY
NTH ASTM AM7. ANSI/ASME 0 18.2.1
JL SEE FOUNDAnoN PLAN FOR PIER, FOUNDATION WALL
AND TIE DOWN ANCHORACE LOCATIONS. ORIENTATIONS.
AND SPECIFICATIONS.
BAFFLE INSTALLED TO KEEP BLOWN INSULATION
FROM BLOI VENT AREA.
SEE HN.A.C. PLAN CEILNC DUCT SPECIFICATIONS.
IxB FINISH FASCIA
SOFFIT WITH VENT
ALPINE MH-16
HURRICANE STRAP W/4-#8 , I' WOW —
SCREWS PER STRAP END. (TYPICAL SIDEWALL)
OR EQUIVALENT
19/32 STURD-1-PILCOR 20 D.C.
OR t9j.52 D.&B. EQUIVALENT.
BOTTOM PLATE Z%6 SPF JU -
26GA X 1 1/2' STEEL STRAP FROM WALL —
STUD M FLOOR RIM JOIST AT OPENING STUDS AND
16' OR 2V C.C. NTH 7-15 CA X I- STAPLES PER
STRAP END. (TYP. SIOENALLS k ENOWALLS)
RIM JOIST W spr 12 W1 NO SPUTS S-,
CLITRIGGER 1W-O' D.C. MAX. CROSSMEMBER —
8'-0' D.C. MAX 1-1/4' X I llr X 11 CA. ANGLES
WELDED TO BOTTOM OF I -BEAUS AND FASTENED 10
FLOOR JOISTS WITH 5/15- X 3- LAC SCREWS (TYP)
S/I6_x3' LAC SCREWS WITH FLANGE CUP AT EACH
FLOOR JOST (TYPICAL).
PIERS
ryP 1-13EAIA PIER SEE FOUNDATION PLAN FOR DETAILS.
INTERIOR FINISH MATERIAL
CMU14C - 112 INCH MINIMUM GYPSUM BOARD
INSTALLED PER MANUFACTURERS
SPECIFICATIONS. (POPCORN FINISH)
WALL - 3/8 INCH MINIMUM GYPSUM BOARD
3/8 INCH MINIMUM VINYL COVER
GYPSUM BOMO IN BATHROOMS.
FLOOR - BLOCK TILE OR LINOLEUM IN
BATHROOM AND OTHER WET AREAS.
CARPET. BLOCK TILE. OR UNOLEUU
IN ALL OTHER AREAS. FLOOR TIMM
MAY BE FIELD INSTALLED
CONTINUOUS 2.3 spr 03 RIDGE EACH HALF
FASTEN RIDGE BEAM TO EACH TRUSS -
WITH No LESS THAN B- 15 GA. STAPLES
NTH I' PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING,
APPROVED RIDGE BEAM
1 1/2* RAFTER BEARING WEDGE
112-r--13le
1 1/2-
10* - 7 SQUARE FEET NET FREE AREA OF
�I`TIC VENTILATION TO BE PROVIDED
BY SOFFIT AND RIDGE VENTS/ROOF VENT&
CEILING INTERIOR FINISH
SITE INSTALL MIN. 31ft' , 5' LAC SCREWS
STAGGERED FROM SIDE To SIDE AT 24- D.C.
MAXIMUM. LAG SCREWS MUST PENETRATE
I" MINIMUM INTO ADJACENT MODULE TRUSS.
COUNG TILE IS FASTENED INTO ENDWALL
TOP PLATE WITH 15 GA. , 7/iS' CROWN
STAPLE NTH I* PENETRATION C D.C.
CEILING TILE IS FASTENED INTO SIDEWALL
TOP PLATE WITH 16 GA. 9 1" CROWN
CRIPPLE STUDS 2.6 STAPLE NTH I* PENETRATION 4' D.C.
SPF #3 AT IS- OR 24- D.C.
2x HEADER PER APPROVED
STRUCTURAL PACKAGE WALL INTERIOR FINISH
TYI'ICAL WINDOW. SEE FLOOR
PLAN FOR SPECIFICATIONS
MARRIAGE WALL
SILL PLAM PER APPROVED 2x3 STUDS J3 SPF
STRUCTURAL PACKAGE GRADE 15' OR 24' D.C.
CRIPPLE STUDS 2x6
SPF #3 AT 15' OR 24' D.C. BOTTOM PLATE 20 SPF #3
1.4 SYP INLAY . , I . 48* 1)". 1 48' TYP.
DIRIIIIIIIIII[I
I-BEALA - r-
OR MIOX9 (OPTIONAL o
MEII6.5 FOR MODULE I . .
EXTERIOR FIN15H MATERIAL
ROOF - ASPHALT OR FIBERGLASS SHINGLES
INSTALLED PER MANUFACTURERS
SPECIFICATION& SHINGLES sHALL
BE INSTALLED OVER 151 FELT
2 LAYERS FOR PITCHES UP TO 4/12
AND I LAYER FOR 4/12 AND STEEPER.
WALL - 5/0' tI-Il APA RATED PANEL SIDING
OR VINYL HORIZONTAL LAP
SIDING INSTALLED PER
VANUFACTURER*S SPECIFICATIONS.
BRICK VENEER. STUCCO. OR OMER
APPROVED FINISH SITE, INSTALLED
By OTHERS. SUBJECT TO LOCAL APPROVAL
INSTALL 2.8 SPF12 MINIMUM
BEARING BLOCK BETWEEN
FLOOR JOIST UNDER ALL
COLUMNS HAVING A TRIBUTARY
LOAD DISTANCE OF GREATER
THAN 12 FT. MEASURED ALONG
MARRIAGE UWE
SKY LITE OPTIOI SEE FL ENERGY
CALC'S FOR MAIL ALLOWABLE.
OFF RIDGE VENT OR OTHER APPROVED VENT.
LISTED ENGINEERED TRUSSES AT
24" O.C� PER OCA PACKAGE
LISTED ROOF TRUSS DESIGN LOAD&
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 5 PSF Top CHORD
LIVE LOAD 10 PSF BOTTOM CHORD
DEAD LOAD 5 PSF BOTTOM CHORD
R-22 INSULATION (BLOWN)
12
;7� 3 MIN
7 MAX
2X3 #3 SPF TOP PLATE W/
SIVJLAR BLOCKING AS SIDENALL
2XS SPFi2 Top
26 CA. - 1-1/2' STEEL STRAP FROM
PLATE -
TRUSS M WAIL STUD AND/OR FROM
RIDGE BEAM TO WALL STUD AT 16' OR
2. SPFF
2C O.C.W/ 7- 16 OR 15 CA. x I- STAPLEFE
SL�CKING AT
Top PLA T
PER STRAP END PLUS STRAPS At
BUTT JOIN IS
OPENING COLUMNS PER FLOOR PLAN.
(TYPICAL EACH MARRIAGE WALL)
EXTERIOR 'NALL
STUDS 2.5 SPF #3
AT 15' OR 2C D.C.
TYPICAL BOTH SIDES
26 CA. x 1-1/2' STEEL STRAPS FROM 9
R-19 INSULATION
WALL STUD M RIM JOIST AT 16 OR 24' 2
W/ KRAFTBACK
D.C. W/ 7- 16 CA. Is I' STAPLES PER 1-
STRAP END PLUS STRAPS AT OPENING
COLUMNS PER FLOOR PLAN '
(TYPICAL EACH MARRIAGE WALL)
I
R-11 INSULATION
BLANKET
FLOOR JOISTS 2xa
SPF JZ A 1 16" D.0
STE INSTALL MIN. 318',r LAG
SCREWS STACCERED FROM
SIDE TO SIDE 0 32' D.C.
MAXIMUM LAC SCREWS MUST
PENETRATE I' MINIMUM INTO
ADJACENT MODULE RIM JOIST.
IZ' MAX. GABLE
48' MIN POOF 5HEATHIN5
DETAIL
ENOWALL
SIDEWALL �ST�AACCER JOIhTS 45* D.C. MIN.
16' MAX.
7/16' ORIENTED STRAND BOARD. RATED SHEATHING EXP.
1- 24/15 TO BE FASTENED TO TRUSSES NTH 1 5 GA 7/16-
CROWN STAPLE X 1 1/2- LEG OR EQUIVALENT AT 4- D.C.
ON EDGES AND B" O.C. IN FIELD.
ROOF COVERING OVER 7/16- OSE),
RATED SHEATHING. MINIMUM EXP.-I 24/16 -
SEE ROOF SHEATHING DETAIL
TOESCREWED WITH 2- 118 SCREW WOOD SCREWS
ZEXTERIOR WALL STRUCTURAL BRACING
SIDEW U�
BRAC3h �C INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4 Foor MINIMUM WIDIN SHEET EXTENDING
I CONTINUOUSLY FROM Top To BOTTOM PLATE
WTH ALL SHEATHING EOCES EXTENDING J/r
MINIMUM BELOW TOP OF RIM MST
BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE
AND 25' D.C. MAXIMUM.
ENDWALLS;-
BRACING INSTALLATION;
STRUCTURAL SHEATHING SHALL EXTEND
CONTINUOUS FROM TOP OF TRUSS TOP CHORD to
3/4- MINIMUU BELOW TOP OF RIM JOIST NTH
ALL SHEATHING EDCES SUPPORTED By 2' NOMINAL
LUMBER OF THE SAME SIZE AND CRADE AS
EXTERIOR WALL FRAMING.
BRACING MATERIAL
318- APA RATED SHEATHING EXP. 1. EXP. z.
EXT., OR 3187 APA RATED SIDING EXT. OR
7/16 O.S.B. RATED SHEATHING EXP. 1. FASTENED
WTH 15 CA STAPLE W/7/16 CROWN x 1 112' LEC OR
EQUIVALENT 4* D.C. EOCES AND 0' O.C. IN THE
FIELD. OR 1/8' STRUCTURAL RED THERMOI
FASTENED WITH 16 CA. x I' . 1-1/4- STAPLES
3* D.C. EDGES AND 5' D.C. IN THE FIELD.
LEVEL W.- LISTING
AGENCY APPROVAL
These prints Comply with the
Florida Manufactured 13ulid-
Ing Act of 1979 Construction
Code and adhere to ties fol.
PRESSURE TREATED SILL lowing criteria:
PLATE (TYPICAL) v
TRUSSES AT 2e D.C. MAX.
SINGLE TOP PLATE
WALL STUDS AT 16' D.C. 2xs spr,13 BLOCKING FASTENED
["N/ 5-15CA X Z-1/2' STAPLES EACH
ENO AT ALL TOP PLATE: BUTT JOINTS.
TOP PLA F EM OCK114C2 12FT611.
Const. Type
Omupancy
Allowable No.
of Floor.
Wind Velocity
Fire Rating of
Ext. Walls
Plan No. 12%
Load
Allow. Floor
Appro�d Datel r- Apd
I& L'�eiL ManuE 140 AA,
q (/xv 0, HWC
HIL13ORK PERNEFZ. CARTER
A ASSOCIATES
1621 SMITH FtYRTLE- AVE.
CLEARWATER, FL 33'756
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FR ON T 24%111�_
601-00
MAX. SPACING OF ]-BEAM BLOCKING 5'-4�* 160 MIN.
I r I '1 32* MAX.
F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — 15-1
--4jE-- — —4j§-- — --m— — ___E_ — ---m _44— I -BEAM LOCAT10N
Ia
49'-S* M 42'-10* M 2r-10" M W-O" To
CENTER OF COLUMN CENTER OF COLUMN CENTER OF COLUMN CENTER OF COLUMN
I -BEAM LOCATION
COLUMN GROUND ANCHOR (rYP.) gm E3 lim
— - _f : — - — - — -- MARRIAGE LINE
Im 9m B
SEE BLOCK AND ANCHOR DETAILS
I -BEAM LOCA11ON
PIER TYPE A
SEE BLOCK AND ANCHOR DETAILS
— - ----- — - ----- [-BEAM LOCATION
PR
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i
A
SEE BLOCK AND ANCHOR DETAILS SEP
0 000
COLUMN LOV4 IF R 1%.�M I- CL I
NOTE- 70 DF-A C IP),
I. TYP. BX16 CONCRETE BLOCK UNLESS OTHERVASE NOTED. 4 - wugo ht4cMcp_
2. FOUNDATION SHOYM IS FOR MIN. SOIL BEARING CAPACITY 2000 PSF. COLUMN JOIST
CONCRETE COMPRESSIVE STRENGTH 2000 PSI IN 28 DAYS.
4- SOIL BEARING CAPACITY SHO%N ON INIS PLAN IS 2.000 PSF. IF THE ACTUAL COLUMN PIER MUST BE
SOIL BEARING CAPACITY IS LESS THAN 2,000 PSF. A ARCHITECT/ENCINEER LOCATED ON COLUMN JOIST.
MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN.
FOOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY.
56 I -SEAM SUPPORT PIERS MAY BE DRY -STACK CONSTRUCTION WEN
-APPROPRIATELY DESIGNED VflND RESISTING PERIMETER FOUNDAT10N WALL TIM OOWQ
OR SKIRTING IS INSTALLED FROM BOTTOM OF FLOOR TO GRADE AROUND
ENTIRE BUILDING (BY OTHERS SUBJECT TO LOCAL JURISDICTION APPROVAL).
Ao CARTER
107 SOUTH UYRTU AVE.
O-EARWATEK M 34616
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MARRIAGE WALL COLUMN
COLUMN ANCHOR 5TKAP
AIL 'A'
MIN. IT [FOOTING LOCATED
[5ELOW FR05T LINE)
COLUMN ANCHOR
ol
5INGLE 5OLID 8Xl6XI6
CONCRETE FOOTING
0 P,
DOUbLE 4X16XI6
CONCRETE PAD5
SEQ-n0N B-B
FROM FOUNDATION PLAN
KADIU5 CLIP REQUIRED
�-- CRIMP 5EAL
131501 WORKING LOAD)
HURRICANE 5TRAP
EXTERIOR 51015WALL
DETAIL'A!
FRAME TIE —DOWN
GROUND ANCHOR
5TRAP AND
AT 5- O.(�. MAX. ITYP.)
x
1�
GROUND
ANCHOR
3 1504 MIN. DE516N LOAD.
2
. *-5 MIN. IT
(FOOTING
LOCATED
FIN15H
C,4
I cl
�4
DELOW
FK05T LINE)
5TA151LIZER PLATE TO DE IN5TALLED
AT ALL FRAME TIE5 [UNLE55 HURRICANE
ANCHOR 15 L15TED FOR A 31501 ANGULAR
LOAD WITHOUT 5TADIL-IZER PLATE5.
QEQ-n0N A -A
FROM FOUNDATION PLAN
MA50NRY TO E5E LAYED UP WITH
TYPE: M OR 5 MORTAK OR WITH A
5UKFA(,E C)ONDIN& CEMENT. (5E:E NOTE
45 OF FOUNDATION PLAN)
4'"' '.
I-DEAM FIEK 6X6X16
OPEN CELLED OR
501-0. CEMENT C)LO(,jK*"- MORTAK
(TYP)
m
PLAN VIEW 5ECTION
5INGLE 5OL11D 6X16XI6
CONCRETE FOOTING
- OR
DOODLE -4XI6XI6
CONCRETE PAD5
PIER TYPE A
FROM FOUNDATION PLAN
FA5TEN TO
ANCHOR HEAD
NOTE,
REMOVE ALL
5LACK FROM
$TRAP LOOP$
HURRICANE STRAP FASTENING
AT I -BEAM
PPpnp!��
SEP 2000
Jol/
HILBORN, WERNER. CARTER
k ASSOCIATES
1627 SOUTM MYRTLE AVE.
11V& CLEARWATER. Fl. 33756
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HOMES OF MERIT, INC.
DCA
HOME WITHOUT STEEL FRAME
FOUNDATION NOTE -
THE FOLLOWIN& PRINT5 ARE TO DE U5ED ONLY
WHEN 5TEEL FRAME
GRO55 5EGTION PAGE 13
FOUNDATION PA&E 14
DETAIL PAGE 15
NOTE5-
1. ALL FOUNDATION CON5TRUGTION, MATERIAL5, AND IN5TALLATION 5HALL
DE IN ACCORDANCE WITH ALL API'LICADLE 5TATE AND LOCAL CODE5.
2. 50IL DEAKING CAPACITY 5HOWN ON TH15 PLAN 15 2,000 P5F. IF THE ACTUAL
5OIL E)EAKING-7 CAPACITY 15 LE55 THAN 2,000 P5F. AN ARCH I TEGT/EN& I NEER
MU5T DE (,ON5ULTEC) FOR REQUIRED ALTERNATE FOUNDATION DE5I&N.
FOOTIN&5 5HALL DE PLACED ON NON—EXFAN51VE 5011-5 ONLY.
3. MINIMUM CONCRETE FOOTIN& COMPRE551VE 5TREN&TH 2,000 P51 AT 22) DAY5.
4. ALL REINFORCEMENT DAR5 5HALL COMPLY WITH A5TM A615, GRADE 60.
REINFORCEMENT DAR5 5MALL DE EOUALLY 5PACED AND PLAGED WITH T
CLEARANCE FROM 150TTOM AND 5IDE5 OF THE FOOTIN&.
LAP 5PLIGE5 TO DE 46 DAR DIAMETER5.
5. TIE —DOWN 5TKAP5 TO DE 1-1/4" X .035" TYPE-1, FIN15H 13, GRADE I ZINC COATED
5TEEL 5TKAPPIN& CONFOKMIN& WITH A5TM D3953-91. TIE —DOWN 5TRAP5 AND
CONNECTIN& HARDWARE 5HALL HAVE 3150# MINIMUM WOKKIN& CAPACITY.
6. MA50NKY UNIT5 5HALL COMPLY WITH A5TM 90
7. MOTAR 5HALL DE TYPE M OR 5.
sk*p 1
0
lei
CiENERAL CRO55 5EISTION NOTE5
1. ALL LAG SCRENS, AND WL 1`5 K)5T COMPLY
VOTIH ASTM A301. ANSIIASME B 102.1
Z SEE FCU%DAnON PLAN FOR PIER FOUNDATION HALL
AND TIE DONN ANCHORA*E LOCATIONS, ORIENTATIONS,
AND SPECIFICATIONS.
BAFFILE INSTALLED TO KEEP BLOM INSULATION
FROM BLOCKIN45 VENT AREA.
SIEEE H.VkL- PLAN CEILING Duct SPECIFICATIONS.
196 IFINISH FASCIA
SOFIFIT "TM VENT
ALPIse 111�115 HARICAtZ STRAP N14- -6 X I- —
?� SCRErs PER STP� END (TYP. 54DEInIALIJ
ORL EMIVALEhir.
1Q/.9I2 57UI;v-I-FLOO;z 20 OL.
OQE 2-4?32 OS13. EGUIVALIENT.
BOrTOM PLATE 2x6 SPF *3 -
26 ISA. x I 1/2'STE--L STRAP FROM NALL
STI" TO RIM JOIST AT OPEMW. 5TaS ANP
US- CIR 24' OZ. NITH -T- 16 &k . 11 STAPLES PER
5TTU63o END�
fryrr-AL 5jDENkL-- s a -�NALLW
DER RIM JOIST 218, SYP NO
N/?dO 5PLIT5 52 >
INTERIOR FIN15H MATERIAL
SITE INSTALL MIN. 31b'g 5' LA& SCREI,5 -
STAr,,ERED FROM SIDE TO SIDE AT 24' OZ.
MAXIMUM. I-Ar 5CRENS KST PENETRATE
I' MIKIMM INTO ADA-ZENT' MODULE TRU%.
FASTEN RIDGE BEAM TO EACH TRUSS
NTH NO LESS THAN 8- 15 &A, STAPLES
NIT" I- PENETRATION INTO TRII5,5, KING
POSr OR �jvvm Pur FA��Wl�
CEILING, - V2 INCH MINItAU" GYPSUM BOARD INSTALLED PER
KVWAOTLRER5 SPECIFICATIONS. (POPCORN FINISN)
K-&L - 3M M14 MINIMM GYPSW BOARD
31b INCH MINIMUM VINYL C4711ER GYPSUM 130AFW IN BATHROOMS.
FLOCIR - ER.DCK TILE OR LINOLEUM IN BATHROOM AND OTHER
InET AREAS CARPET, BLOCK TILE, OR LINOILEU4 IN ALL
C7FHER AREAS. FLOOR FINISH MAY BE FIELD INSTAI I ED
EXTERIOP FIN15H MATERIAL
ROOr - A-A-Rh.T OR FIBERZAAES S,i:NGLES INSTALLED PER
M&NUFACTURERS 5PESIFICATIONS, 5441W�LEE, SHALL
BE INSTALLED OVIEZ IS- FELT 2 LAYERS FOR PITCHES
UP TO 4/12 ANI? I LATER FOR 4112 AND STEEPER.
ROOr FELT AND OR WNSLES MAY BE FIELD INSTALLED
ALL FIELD INSTA-LIED RQ0rN5 K5T BE 11,15TPECTIED 13Y
NALL - Siia' TI-11 APA RATED PARLI 51DINS OR NANYL HoRjZ. LAP
SIDENS ItISTALLED PER KAH)FACT1,RE'S SPECIFICATIONS.
BRICK VID� �5 STLCCO. OR OTHER APPIZOVED FIN15H SITE
LNE'TALLEP UY OTHERS. %13JECT to LOCAL APPROVAL.
W-7
SQUARE FEE r MET FREE AREA or
ATTIC VENTILATION TO BE PROVIDED
BY SOFFIT AND RIDGE VENT5/ROOP VENTS.
SKY LITE OPTIONS, SEE FL. ENERGY
CALC,15 FOR MAX. ALLOKABLE.
LAG SCR!3�6 M.15T PENETRATE P MINIRM
INTO AOJ-10ENT MODULE FUM JOIST.
I AT 24- OZ.
SINGLE TOPPLATIE
hALL STUDS AT 16'04.
BLOCICIN& FASTENED
W �Ib6A X 2-1/2' STAPLES EACH
END AT ALL TOP PLATE I3UrT JOINTS.
MP PI.ATF-z F31 QCKIN6, I?FTAII-
OFF RIDGE VENT OR OT14R APPROVED VENT.
LISTED ENGINEERED TRUSSES AT
24* D.C. PER IPCA PACKAGE
LISTED ROOF TRUSS DESI&H LOADS.
LIVE LOAD 20 FSP rOP CHORD
DEAD LOAD 6 PEP TOP CHORD
LIVE LOAD 10 PSF BOTTOM CHORD
4z� DEAD LOAD 5 PEP BOTTOM CHORD
ROOF 5HEATHIN
DETAIL
— STA66ER �OINTES 40' OZ. MIK
16'MAX.
7A6'ORUENTED STRAND WARD (05EU, RATED 5WATI,, FXp.
1-24/16 TO BE FASTENED TO TF16SES NTH IS GA. JA6-
CROAN STAPLE X 1 1/7 1155 OR WuvVALENr AT 4- Of -
ON EDGES AND O'O.Z. IN FIELD.
r--R0OF CIOVERINS aVER 1116' OSE,
RATED 5HEATHING. MINIMUM EXPA 24/16 -
SEE ROOF SHEATHING DETAIL
"TH 2- E, SOREN Noo- —,
1 1/2' RAFT -ER BEARIN& W-DGE
112- r--j 5/4*
1 U21
EXTERIOR NALL EXTERJOR HALL STRILICTURAL BRAcING
STUD' .2.6 5FF -3 SID&4ALLS.
AT to- OR 24'OC. BRACIN& INSTALLATIONt
5 �-TUI�L SHEATHING SIALL CONSIST OF A
TYPICAL BOTH SIDES 4rOOrMIN'MUMh1DTH5' TIE9TENEIINO
CONrIMOLS�LY FROM TOP TO BOTTOM PLATE
k x 1-1/2' STEEL STRAPS FROM R-Iq INSULATION NTH ALL SHEATHIN6 EDGES EXrENDIN& 3/4*
STUID TO RIM JOIST AT 16' OR 24* N/ KRAFTBALK MINIMM BELOH TOP OF RI-M JOIST
V 71- 16 &A. x I' STAPLES PER BRAC,143, SK4J- BE LOCATED AS, CA�OSE
P END PLUS STRAPS AT OPENING TO EACH CIOPNER OF BUILDING AS POSSIBLE
'M PER FLOOR PLAN. AND 25'0C. MAXIMjM.
:AL EA-'H MARRIAISSE KALL) R-11 INSULATION ENIONALI.5;
I BLANKET BRACAW, INSTALLATION.
Eki STRUCTURAL SHEATHING SdALL EXTEND
CONTMOL6 FROM TOP OF TRUSS TOP CNoRD To
314* MINIMIM BE1.001 TOP OF RIM JOIST NITH
ALL SHEATHING ED&E5 SUPPORTED 13Y 2- NOMINAL
Lv�vm OF nE SAME SIZE AND SRADE AS
FLOOR J015T5 298 5YP *2 AT 117' OL EXTERIOR NALL FRAMIN6.
q�RIM JOIST FASTENED TO EACH FLOOR JOIST
M
- 15 5A. x 21/2' STAPLES BRAZING MATERIAL.
V if � t' �EN
6-16d NAILS TTUROU44H, 3/6' APA RATED Ei E' MINE EXP. 1. EXP. Z
MIST INTO END GRAIN, EXT, OR 31b'APA RATED SIDINS, EXT. OR
DETAIL DELON 1/16 O.S.B. RATED -'+IEATHIK& EXP. 1. FASTENED
Lu NITH 15 5A STAPLE K�7116 CRONN x I 1/2'LE6 OR
EQUIVALENT 4ffi OZ. BOGIES, A1,0 a' OL. IN T14E
LISTING FIELD, OR 1/6' STRUCTURAL RED THERMO-PLY
AGENCY APPROVAVAE'TENED MITI 16 &'� x V x 1-1/4'5TAPLES
3' DO. EDGES, AID 6' OZ. IN THE FIELD.
These prints comply with the
FASTIN INNER RIM To JOI Florida Manufactured Build-
ST Ing Act of 1979 Construction
N/5-16d NAILS Code and adhere to the fol-
OFTION, 5-15 GAj,2 1/2' STAPLES lowing criteria:
Const. Type
Ocwpancy
- Allc�able No.
of Flocors,
Wind Velocity
Fire Rating of
Ext. Walls 10
Plan No.
FASTER aOUTER RIM JOIST to Allo�. Floor Load IK' - —
INNER RIM A/12d 0 10- OZ. Approwd Date
STA66ERED TOP AND BOTTOM. Manuf.
OPTION, 15 6AA 2 1/2' STAPLE5 e I' OLffi 5TA&SCR rIB 14-40,
9Lm k-)I',T FA5TEMIN,, DETAIL HWC
HILBORK 111E� CARTER
4 AE600IATE5
1621 5OUT14 MYRTLE AVE.
CLEARYIIATER, FL 53156
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CONTINUOUS CONCRETE BLOCK WALL ON
FOUNDATION WALL 10" x 16* CONTINUOUS CONCRETE FOOTING,
I-
�EXTERIOR
�E FOUNDATION DETAILS. REINFORCED PER LOCAL CODE REQUIREMENTS
NTH MIN. 2- 15 REBAR
-------- --------- ------ �—[ ----------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16" VENT OPENING COVERED WTH IV 24' MINIMUM ACCESS PANEL LOCATION
CORROSION RESISTANT VARE MESH NOT MAYXVARY DUE TO SITE CONDITIONS.
LESS THAN 1/4' NOR L40RE THAN 1/2' (WITH MIN. 0.26 SO. FT. VENT)
IN ANY DIRECTICN. (TYpqCAL) I So. FT.
OF VENT REQUIRED FOR EVERY 150 So.
FT. OF CRAV& SPACE MINIMUN.
1SX24XID SOLID CONCRETE FOOTING FOR
CENTER LINE BLOCKING 5'-4" D.C. UA)GMUN.
OPTIONAL IOXIS CONTINIOLIS FOOTING
FOR CENTER LINE BLOCKING
4'-0" 5'-4' 5'-4' 5'-4' 5-4^ 5,-4* 5*-4" 5-4" 5'-4- 4'-0'
T
45
ll*-I' TO CENTER OF
COLUMN IBX18XB FOOTING
COLUMN FCOTING PIER 27'-10' TO CENTER OF COLUMN 24X3OXlO FOOTING
SEE FOUNDATION DETAILS
4V-10" TO CENTER OF' COLUMN
49'-6" TO CENTER OF COLUMN 24X30XlO FOOTING
t2
11
IL - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =h= — — =�j
LSIDEWALL
NOTE:
THE FOUNDATION DESIGN IS IN ACCORDANCE WITH '97 SEC
CHAPTER 16,18, 19, 21 AND IS BASED ON 120 MPH WIND.
2. FOUNDAITON SHOWN IS THE MINIMUM REQUIRED BY
STANDARD BUILDING CODE ALL FOUNDATIONS SHALL
BE DESIGNED FOR ACTUAL SITE CONDITIONS.
3. MINIMUM SOIL BEARING CAPACITY 2000 PSF.
CONCRETE COMPRESSIVE STRENGTH 2000 PSI IN 28 DAYS.
4. FOOTING SHALL BE PLACED ON NON-EXPASIVE SOILS ONLY.
5. TYP. 8X16 CONCRETE BLOCK UNLESS OTHERWISE NOTED.
6. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLTION SHALL
BE IN ACCORDANCE WITH ALL APPUCABLE STATE AND LOCAL CODES.
7. ALL REINFORCEMENT BARS SMALL COMPLY %MTH ASTM A615. GRADE 60.
REINFORCEMENT BARS SHALL BE EQUALLY SPACED WITH 3"
CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING.
LAP SPLICES TO BE 48 BAR DIAMETERS.
8. MASONRY UNITS SHALL COMPLY WITH ASTM 90
9. MOTAR SHALL BE TYPE M OR S.
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SEP 18 2000
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Code and adhere to the fol-
lowing criteria:
Const. Type
Occupancy 4�_
Allowable No.
of Floors
Wind Velocity
Fire Rating of
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Plan No. pzf4-v:5
Allo�. Fl.or Load
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LISTING
AGENCY APPROVAL
The" prints comply with the
Florida Manufactured Build.
Ing Act of 1979 Construction
Code and adhere to the fol.
lowing criteria! Ik—
Const. Type
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Allo�able No.
of Floor,
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FACIA
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Plan N..12*
tr
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Approved Date
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