HomeMy WebLinkAbout5526 12th StCROWN OF ROAD
ELEVATION
AT 84.00
HOUSE F.F.E. 82.35
ELEVATION 8
AT 85.50 �
82.5 � '�O ,C
GARAGE F.F.E.
ELEVATION
AT AS.1'7 2.� 82.49
G� v 28
tK
13„ \
O
26
-•\+- O �9 , 82.51 o, o
INDEX OF DRAWINGS
SHEET
CONTENT
Al
SITE PLAN 8, ARCH. FLOOR PLAN
A2
STRUCTURAL FLOOR PLAN
A3
ELEVATIONS a ROOF PLAN
A4
FOUNDATION & ROOF FRAMING PLAN
A5
ELECTRICAL PLAN
SI-S3
STRUCTURAL DETAILS
NEW RESIDENCE AT \X 0 81 94
552612TH ST.
GENERAL NOTES
TO THE BEST OF THE ENGINEERS THIS DRAWING AND DESIGN IS VALID
KNOWLEDGE AND BELIEF, THESE STRUCTURAL FOR 12 MONTH AFTER THE DATE IT IS
PLANS & SPECIFICATIONS COMPLY WITH SIGNED AND SEALED,
` THE FLORIDA BUILDING CODE RESIDENCIAL SIGNED AND SEALED FOR THE
2014 5TH EDITION FOR 139 MPH WIND, STRUCTURAL PORTION OF THIS
3 SEC. GUST EXPOSURE B, IMPORTANCE DRAWING ONLY.
FACTOR = I, ENCLOSED. BUILDING CATEGORY 11.
ALL TECH STRUCTURAL ENGINEERING, INC.
A FOUNDATION SURVEY SHALL BE ENGINEER
PERFORMEND AND A COPY OF THE KELLY E . LYONS P. E.
SURVEY SHALL BE ON THE SITE FOR 2121 BEARS AVE.
THE BUILDING INSPECTOR ' S USE OR, TAMPA, FLORIDA 33618
ALL PROPERTY MARKERS SHALL BE PHONE: ( 813) 969 - 2099
SPOSED AND A STRING STRETCHED P.E. # 56191
FROM MARKER TO MARKER TO VERIFY BL # EB9333
*{ REQUIRED SETBACKS.
i
PRIOR TO START CONSTRUCTION
G. C. SHALL VERIFY W/ TRUSS MANUFACT
AND STRUCTURAL ENGINEER 84.0
THE LOCATION OF ALL INTERIOR
LOAD BEARING WALLS TO
ADJUST SLAB AS NECESSARY.
t (' ALL PLUMBING, ELECTRICAL, AND
MECHANICAL ROUGH- INS MUST BE
COMPLETED, INSPECTED AND APRROVED 83.9+
BEFORE REQUESTING THE FRAMING
INSPECTIONS.
r VERIFY ALL DIMENSIONS AT JOB SITE
BEFORE STARTING CONSTRUCTION
IN ORDER TO AVOID PROBLEMS DURING + 84.1 ODD r�
(, CONSTRUCTION. O
I
SEE SHEET S I FOR
TERMITE
G�P���� , ; 82.s�'�� �� 10if & 12"O 2.9 ��, ''�'�' o� �, o ��
pQ� 4G 9» & 16" 9� 'boy \, �\ �W
0
P��P G° POOR CONDITION < J- ���o�p a o"
10" & 15"0 o i of 82.3Cy
12" �O
82.9 ° �P`� , 82.9 81.89
g
1h 82.8 �
��`•� +SPLIT 8 & 9" p0, 6� 82.30_10. ,
83.5 �Q0 O� 0 12
61 12" & 30" h\
83.3 O•::
83.5 / � 83.1 3.3 82.7
�.
� 82.0
83
83.3
82.1
' \ Y
83.4 ��/Ib 82.65
83.1
83.4 NY � 82.0
PROPOSED LANAI \'0 83.4
/ F.F.E. AT 85.17 141P `\ ` 0 10
O
83 2
GRAD OPE 82.89
+ 83.6s �� + 10 82.0
83.4
84.0 / fd //,� - 83.45
PROPOSED GARAGE ��%
F.F.E. AT 85.17 I �1� /,/ 83.9 1 21) IQ
84 8 1 /', C/', �� 83.5 83.08
+ 83.23
T DBL. S.H.-2860 DBL. S.H.-2860 P.E.94.07
HD. AT T-4' HD. AT 7'-4'
EGRESS WINDOW EGRESS WINDOW
■ ■ ■ ■ ■ ■ ■■ ■■
■
ROD & SHELF
LL r---------
ELEVATION
= I HIS W.I.C. oo ATss.17
■ 15'-4" X 6'-4- m o
.a i ------------- -- i LANAI
I 0
----------
o l CARPETN m I r- I 9'-4" X 18'-4"
jr- L______-__ I I I I
N I I I I 9'-8" FLAT CLG.
a I I I I
r�z_J.y ■
x ir "` I I I I S.H.•-35
cli vi cn w �- OPT. S.H. 36
z a 2' 1' 8' 1' 2'
a f HD. AT 7'-4'
a_ X W 0 HOWER MASTER BEDROOM m
`n O~~= 1 I I I EGRESS WINDOW
■ 3'-0° X 6'-0" I I 14'-0" X 15'-4" I I
9'-4" FLAT CLG. ( I ■ ■ ■ ■ ■ ■ ...........................................
I I OPT. TRAY CLG. I I 6068 FRENCH DOOR
O ° MR. BATH I I 8" EACH STEP I I HD. AT 6'-8"
AV. 6'-0" X 12'-0" CARPET
TILE o 1 L--_-_.--_-_-_ J 1
o I - I o
o 0 L_-----_-___�c--_J
1, OPEN SHELVES 13'
LAV. 00Cn
I
F-
10 Q ELEVATION i-i 2668 N
!2 w -1 ■ AT 85.50 BIFOLD DOOR
W ---,�
c_v ai N w F-- 2468 DOOR
a W o W C ROD aSHELF GREAT ROOM _
vi o F- F x u I HER W.I.C. 1 17'-4" X 19'-0"
■ CLOSET --
W-10" X 7'-4" I 10'-0" COFFER CLG,
CARPET I OPT VAULED CLG
82.1 B6
:
BIFOLD DOOR t----------- TILE
ROD & SHELF
82.41 BEDROOM 2 I' ETS
TREE LEGEND
o = OAK
= CAMPHOR
o = PALM
❑ = CHINABERRY
= CHERRY
+ 83.6 LEGEND
// 0 8„ �� F. = Found
PROPOSED HOUSE // �Q . 82 2 S. = Set
F.E. AT 85.50 / '\ I.P. = Iron Pipe
83.8 P�. + 83.68 I.R. = Iron Rod
q� �� C. M. = Concrete Monument
C. = Cap
84.7 , 84.1 : �� /' `> ,' S<a� 8 �� N. & D. = Nail & disk
P.K.N. = P.K. Nail
<�' 83.7 ��� R.R.S. = Railroad Spike
O p' /
83.30 (P = Plat Dimension
Gp� L� /� 5y/ �\ // G� F _ Field Measurement
�\ // 82.3 D _ Deed Information
5.36 F o„ Fj�� I R Radial Line
g
86.04 9 \ 6� Ja 24" �Q o\'� \-•
85.51 \ \ 84.5 ° 10,P
13
�°
86 12 G� \O• SWALE FLOW
VGQ
° 85.540
85. 84.65
0
NOTE:
VERIFY WICH ELEVATION
IS TO BE CONSTRUCTED
AND ADJUST FOUNDATION
AS NECESSARY PRIOR
�O II TO ANY CONSTRUCTION.
83.9
82.5
Q, 86.24 GHQ �� 85.02
SITE PLAN +
� SCALE: 1" = 10'
FINISH GRADE:
EXISTING FINISH GRADE TO REMAIN
UNDISTURBED.
NO NEW FILL OUTSIDE THE FOUNDATION
LIMITS WILL BE PLACED.
83.9 �oQ 2" 7 26"
10"
84.0 83.51
.+ 84.61
/ + 84.09
83.79
+84.33����QQ,1�'
wo
I
I
I
uJI J1�
LOT 13;
BLOCK 116 W 10'
EL
I
01
FINISHED GRADE I
E.E 837Ot6.I
DESCRIPTION: (O.R. BOOK 1900, PAGE 0979)
LOTS 11 AND 12, BLOCK 116, CITY OF ZEPHYRHILLS,
AS THE SAME ARE NUMBERED, DESCRIBED AND SHOWN
ON THE MAP OR PLAT THEREOF RECORDED IN PLAT
BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO
COUNTY, FLORIDA.
P.E. 83.95
I I
I 3,.
I
I
I '
M
BOUNDARY SURVEY
MERIDIAN BASED ON THE NORTHERLY
RIGHT OF WAY LINE OF 7 TH AVENUE
AS BEARING N 45-00-00-E (ASSUMED).
I&
= Utility Pale
Q
= Fire Hydrant
Ig
= Water Meter
P.O.B.
= Point of Beginning
TBM
= Temporary Bench Mark
E.P.
= Edge of Pavement
O.H.W.
= Overhead Wire
P.C.P.
= Permanent Control Point
CLF
= Chain Link Fence
CMP
= Corrugated Metal Pipe
+ 00'00
= Existing Elevation
NOTES:
1. Copeland & Sons, Inc. and or certifying surveyor accept no
responsibility for right of way, easement restrictions or other
matters effecting title to land surveyed other than those recited
in current deed and or instruments of record furnished by client
and or their agents.
2. Underground Encroachments, if any, NOT located.
3. Elevations based on Mean Sea Level (N.A.V.D., 1988) and refer
NGS Data Benchmark PID AL6442 Elevation = 89.41'.
4. Unless it bears the signature and original raised seal of a
Florida Licensed Surveyor and Mapper this drawing, sketch, plat
or map is for informational purposes only and is not valid.
5. Occupation other than shown not measured.
(FOR INFORMATIONAL PURPOSES ONLY)
Subject property shown hereon appears to be located on the Federal
Insurance Administration Flood Hazard Boundary Map. Map No. 12101 CO456F,
Community No. 120235, Panel No. 0456F, Effective Date 9/26/14,
and found the subject property is in Zone "X". The Surveyor makes
no guarantee as to the accuracy of the above information, The local F.E.M.A.
agent should be contacted for verification.
GARAGE
LOT 12
BLOCK 116
20 I
I
ELEVATION I
AT 85.17
I
I
■
10 -0 X 13 -0
9'-4" FLAT CLG..
o
CARPET
................ ...........................................
:
ZLAUNDRY
..............................
■
5'-6" X 7'-4"
N F- En
aw
2868 DOOR TILE
�
U i
�' = W
o
■
p:'
b0
..................................................................................................................................
2b
I I
fl
I I CLG. RIDGE LOCATION
cn
o
I I- IF OPTIONAL VAULTED CLG
C- r
�t !,
■
.
,C, LA
LINEN
HALL
I I IS CHOSEN BY BUILDER
IN -LIE OF COFFER CLG,
■
� v o
_
N `n z LU a
TUB
BATH
$
a
vi o F LU _
" 5'-O" X 10'-2
0
■
TILE
N
ISLAND
INING ROO
OO2.5 / 12 PI ICH =r 2.5 / 12 PITCH
O O D.W. OPTIONAL
10'-0" X 12'-4"
-4" FLAT CL .
OPTIONAL
T. VAULED C
2668
DOOR
oO
TILE
: KITCHEN
U): 11'-4" X 12'-4" ELEVATION
m: 9'-4" FLAT CLG. = AT 85.50
■
BEDROOM I
I
U OPT. VAULTED CLG.:
3
0
■
10'-0" X II'-6"
9'-4" FLAT CLG.
o
I
1 J
1.-1=
w: TILE
o
-
z
CARPET
o
LU `�
C/)
REF.: PANTRY
r-W No �I a°
A �1 I'DEEP CASINETS
o m I I w CLOSET
Cn
�=W I lo- - - - - - - - - - - - -
■ I I o I" ■
A/C w I
o I �O
_J 1 DBL 2668
v 1 -N M --- BIFOLD DOOR
-- ■ - - -- - - - - � -TI - - - - - - -
FOYER
0 5'-8" X 10'-4" ■
OL ELEVATION 0, 9'-4" FLAT CLG. I 1 OFFICE/DEN/BEDROOM
AT 85.17 ATTIC ACCESS N OPT. 10'-4" FLAT CLG. I I I I 10'-8" X 12 4„
I I 9'-4" FLAT CLG.
I I TILE04
■
->�- 3' MIN. -
No 1
■ ■■ ■ ■
Lu
d o TWO CAR GARAGE 3080 ENTRY DOOR ■ ■ ■ ■
X: __119'-4" X 20'-0" ADJUST HEADER S.H.-36
9'-8" FLAT CLG. OPT. S.H. 35
HD. AT 8'-0'
GARAGE DOOR IN OPEN POSITION ELEVATION OPT. HD. AT 7'-4'
■ r-------------------------------� ■ JW AT 85.17 EGRESS WINDOW
-j
E.E. 83.70 01
P.E. 9437-
PORCH
M
X 7'-4" ■ l*Ev1EM
I � ■ I{'-4-4"" FLOOR PLAw FLAT CLG. � DA1,E
I I E " = 1'-0" CITY OF ZEPH (� �
■ i ■ SCALE: 1/4 PLAN EXAMINE H. a�
H Z
I
�, �, ®■ ® WALL LEGEND Q tj M
AL ? ch 00
P L /r K SMARM CAMP `a
■ ■ 8' MASOhf 18A L iY yl/ITH N
s : N !$jiil Ca V� `0
DRIVEWAY NA' ELEC,
2 X 4 FF"� 1q� ► ��
A
OINANC SC� n 00 A
® 2 X 6 FRAMED WALL (NON BEARING)
U 2 X 4 FRAMED WALL (NON BEARING)
LOT II
BLOCK 116
19'-8' -
FINISHED FLOOR
OFFICE/DEN/BEDROOM
if
BUILDING SECTION A - A
I �
SCALE: 1/4" =1'-0" i I ICI -
10'
GRADE SLOPE
I
I
I
wl
zl
�I
r
I
0-' 60' RIGHT
�; OF WAY
i
T"
I
I
I
LOT SQUARE FOOTAGE ANALYSIS
AREA IN CONSIDERATION
SgFt
LOT AREA
8400.0
HOUSE FOOTPRINT
2425.0
WALKWAY, STAIRS 8, A/C PAD
80.0
PAVERS DRIVEWAY
450.0
IMPERVIOUS AREA
2955.0(35.18 0/")
GREEN AREA
5 445.0 (64.82 0/")
e
0
SHEET
1 of s A#
SITE PLANS
ARCH. PLAN .
39'-8"
4- THICK CONC SLAB W/ 6X6 W1.4xW1.4 WWM
OR FIBERMESH.
6 MIL VAPOR
BARRIER
LOAD
8" C.M.U. TYPICAL
O'—O
PORCH SLAB:
4' THICK CONC. SLAB
—e• ,�• W/ 6X6 10/10 N11M OR FIBOR
ON 6 MIL VAPOR
p BARRIER
—16
MONO
W/ (2)1#5 RODS PTO
3EARING PORCH STE
(SEE TYPICAL LOAD BEARING INTERIOR WALL FOR
ADDITIONAL DATA (S2-9)
N.T.S. SCALE
SECTION R309
GARAGE AND CARPORTS
OPENING PROTECTION
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE
AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN
1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS
NOT LESS 1 3/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
DUCT PENETRATION
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
MINIMUM No. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL
AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
SEPARATION REQUIRED
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY
NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE
ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD OR
EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE
STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS
THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT.
FLOOR SURFACE
GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.
THE AREA OR FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES
SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN OR DRAIN
TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
FLOOR HAZARD AREAS
RESERVED.
AUTOMATIC GARAGE DOOR OPENERS
AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN
ACCORDANCE WITH UL325.
HORIZONTAL:
WOOD MEMBER, ORANGE FENCING,
CHAIN LINK FENCE OR OTHER
APPROVED MATERIAL.
20' MINIMUM PROTECTIVE ROOT ZONE
REQUIREMENTS FOR GRAND TREES
VERTICAL:
WOOD MEMBER OR OTHER
APPROVED MATERIAL.
10' MINIMUM PROTECTIVE ROOT ZONE FOR
PROTECTED TREES
6' TO 8'
BARRICADE DETAIL FOR PROTECTED AND GRAND TREES
4' THICK CONC SLAB W/ 6X6 W1.4xW1.4 WWM
OR FIBERMESH.
6 MIL VAPOR
BARRIER
L
R / (2)1#5 RODS FTG
ENTRY DOOR
ALUMINUM THRESHOLD SET
IN FULL BED OF CAULK
V 0'-0"
e
PORCH SLAB:
4' THICK CONC. SLAB
T/ 6X6 10/10 TTM OR FIBOR
ON 6 MIL VAPOR
BARRIER
(SEE TYPICAL LOAD BEARING INTERIOR WAIL FOR
ADDITIONAL DATA (S2-9)
N.T.S. SCALE
GENERAL NOTES
TO THE BEST OF THE ENGINEERS
KNOWLEDGE AND BELIEF, THESE STRUCTURAL
PLANS & SPECIFICATIONS COMPLY WITH
THE FLORIDA BUILDING CODE RESIDENCIAL
2014 5TH EDITION FOR 139 MPH WIND,
3 SEC. GUST EXPOSURE B, IMPORTANCE
FACTOR = 1, ENCLOSED. BUILDING CATEGORY 11.
A FOUNDATION SURVEY SHALL BE
PERFORMEND AND A COPY OF THE
SURVEY SHALL BE ON THE SITE FOR
THE BUILDING INSPECTOR ' S USE OR,
ALL PROPERTY MARKERS SHALL BE
SPOSED AND A STRING STRETCHED
FROM MARKER TO MARKER TO VERIFY
REQUIRED SETBACKS.
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTH AFTER THE DATE IT IS
SIGNED AND SEALED.
SIGNED AND SEALED FOR THE
STRUCTURAL PORTION OF THIS
DRAWING ONLY.
ALL PLUMBING, ELECTRICAL, AND
MECHANICAL ROUGH- INS MUST BE
COMPLETED, INSPECTED AND APRROVED
BEFORE REQUESTING THE FRAMING
INSPECTIONS.
VERIFY ALL DIMENSIONS AT JOB SITE
BEFORE STARTING CONSTRUCTION
IN ORDER TO AVOID PROBLEMS DURING
CONSTRUCTION.
PRIOR TO START CONSTRUCTION
G. C. SHALL VERIFY W/ TRUSS MANUFACT
AND STRUCTURAL ENGINEER
THE LOCATION OF ALL INTERIOR
LOAD BEARING WALLS TO
ADJUST SLAB AS NECESSARY.
ALL TECH STRUCTURAL ENGINEERING, INC.
ENGINEER
KELLY E . LYONS P. E.
2121 BEARS AVE.
TAMPA, FLORIDA 33618
PHONE: ( 813) 969 - 2099
P.E. # 56191
BL # EB9333
SEE SHEET S I FOR
TERMITE TREATMENT
IMPORTANT
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO
A ROOM USED FOR SLEEPING PURPOSES SHALL NOT
BE PERMITTED. OTHER OPENINGS BETWEEN THE
GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES
IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL
DOORS NOT LESS THAN 13/8 INCHES THICK, OR
20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A
SELF -CLOSING DEVICE PER SECTION R302.5.1 OF
FLORIDA BUILDING CODE 5th EDDITION.
TREE PROTECTION
STANDARDS
PROTECTIVE BARRICADE
I. PROTECTIVE BARRICADES SHALL BE
INSTALLED AROUND ALL PROTECTED TREES
AND GRAND TREE R S P IOR TO ANY
CONSTRUCTION ACTIVITIES ON A
DEVELOPMENT SITE,
A. BARRICADES SHALL BE INSTALLED A
MINIMUM TEN (10) FEET FROM A PROTECTED
TREE OR AT THE DESIGNATED PROTECTIVE
ROOT ZONE AS SHOWN ON THE APPROVED
SITE PLAN,
B. BARRICADES SHALL BE INSTALLED A
MINIMUM TWENTY (20) FEET FROM A GRAND
TREE OR AT THE DESIGNATED PROTECTIVE
ROOT ZONE AS SHOWN ON THE APPROVED
SITE PLAN.
2. MATERIALS USED FOR PROTECTIVE
BARRICADES SHALL BE MADE OF WOOD,
FENCING OR SOLID
MAT A ERI L APPROVED BY THE
DEPARTMENT.
A. VERTICAL MEMBERS SHALL BE MADE OF
A MINIMUM OF 2X2 WOOD OR 5/8"
STEEL REINFORCEMENT BAR,
B. HORIZONTAL MEMBERS SHALL BE MADE
OF A MINIMUM IX2 WOOD OR SOLID
FENCING MATERIAL.
3. VERTICAL MEMBERS SHALL BE NO LESS
THAN THREE (3) FEET IN HEIGHT AND NO
MORE THAN SIX (6) FEET APART. THE
VERTICAL MEMBERS SHALL BE INSTALLED
TO A DEPTH OF ONE (1) FOOT BELOW
EXISTING GRADE.
4. HORIZONTAL MEMBERS CONSISTING OF
WOOD SHALL BE NO LESS THAN THREE (3)
FEET ABOVE EXISTING GRADE AND
SECURELY ATTACHED TO THE VERTICAL
MEMBERS. FENCING MATERIAL SHALL BE NO
LESS THREE (3) FEET IN HEIGHT AND
SECURELY ATTACHED TO THE VERTICAL
MEMBERS AT ONE (1) FOOT INTERVALS.
5. NO CHANGES TO THE PREDEVELOPMENT
CONDITIONS WITHIN THE APPROVED
PROTECTIVE ROOT ZONE DURING THE
CONSTRUCTION PROCESS.
6. PROTECTIVE BARRICADES MAY BE
REMOVED ONLY TO PREPARE THE
DEVELOPMENT SITE FOR FINAL
LANDSCAPING ACTIVITIES. DURING THIS
ACTIVITY ONLY NON -MECHANICAL
TECHNIQUES MAY OCCUR WITHIN THE
DESIGNATED PROTECTIVE ROOT ZONE.
7. NO PARKING OR STORING OF VEHICLES,
EQUIPMENT OR MATERIALS IS ALLOWED
WITHIN THE PROTECTIVE ROOT ZONE.
8. No SITE CLEARING IS PERMITTED WITHIN
THE PROTECTIVE ROOT ZONE.
DO NOT SCALE DRAWINGS.
USE DIMENSIONS SHOWN ON THE DOCUMENTS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
ON SITE.
NOTIFY US INMIDIATLY REGARDING ANY
DESCREPANC I ES.
ALL EXTERIOR WALLS
DESIGNED AS SHEAR WALLS.
HOUSE SQUARE FOOTAGE ANALYSIS (OK)
AREA IN CONSIDERATION
SgFt
LIVING AREA
1775.0
FRONT PORCH
52.0
BACK PORCH
166.0
GARAGE
432.0
TOTAL UNDER ROOF AREA
2425.0
GENERAL STRUCTURAL NOTES
8" X 16" PRECAST LINTEL W/ 8" X 8" K, 0.
BLOCK ABOVE EACH W/ (1) # 5 BAR CONT.
�� JJ AND BOTH FILLED SOLID (700 PLF MAX.)
OR 8" X 16" COMPOSITE POWER BOX STEEL
LINTEL (DETAIL II ON SHEET A2) W/ 8" X 8" K.O.
BLOCK ABOVE W/ (1) #5 BAR CONT. IN LINTEL &
K.O. BLOCK ALL FILLED SOLID
(1588 PLF MAX.).
O(3) PLY 2 X 4 SYP. COLUMN W/ SIMPSON
HTT5 @ BASE.
24" X 24" CONCRETE PILASTER COLUMN
OW/ (2) # 5 REBARS FILLED SOLID W/ CONCRETE.
VERT. REINF. SHALL BE HOOKED INTO FTG. BELOW.
PROVIDE 25" MIN. LAP WHERE SPLICED &
WIRE TOGETHER.
16" X 16" CONCRETE PILASTER COLUM
W/ (2) # 5 REBARS FILLED SOLID W/ CONCRETE,
PROVIDE 25" MIN. LAP WHERE SPLICED &
WIRE TOGETHER.
16" X 16" CONCRETE PILASTER COLUM
W/ (3) # 5 REBARS FILLED SOLID W/ CONCRETE.
PROVIDE 25" MIN. LAP WHERE SPLICED &
WIRE TOGETHER.
WALL LEGEND
Iml ■-il 8" MASONRY WALL / SHEAR WALL
2 X 4 FRAMED WALL (BEARING)
® 2 X 6 FRAMED WALL (NON BEARING)
2 X 4 FRAMED WALL (NON BEARING)
® KNEE WALL (BEARING)
IMPORTANT:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW
ALL DRAWINGS BEFORE CONSTRUCTION BEGINS.
ALLTECH STRUCTURAL ENGINEERING INC. IS
RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT ONLY.
ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER
DESIGN PROFESSIONAL'S SHOP DRAWINGS, CONTRACTOR'S
BUILDING METHODS, AND THESE SIGNED AND SEALED
DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF
ALLTEC STRUCTURAL ENGINEERING INC. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
KELLY E. LYONS, P.E. # 56191
- 16` 2'-4' 5'
20'-8' 7'
STRUCTURAL
FLOOR PLAN
SCALE: 1/4" = F-0"
(TYP)I
m
66
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SHEET
2of8 A2
STRUCTURAL
FLOOR PLAN
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.k.
GENERAL NOTES
TO THE BEST OF THE ENGINEERS
KNOWLEDGE AND BELIEF, THESE STRUCTURAL
PLANS & SPECIFICATIONS COMPLY WITH
THE FLORIDA BUILDING CODE RESIDENCIAL
2014 5TH EDITION FOR 139 MPH WIND,
5 SEC. GUST EXPQSURE E, IMPORTANCE
FACTOR = 1, ENCLOSED. BUILDING CATEGORY II.
ALL TECH STRUCTURAL ENGINEERING, INC.
ENGINEER
KELLY E , LYONS P. E .
2121 BEARS AVE.
TAMPA, FLORIDA 33618
PHONE: ( 813) 969 - 2099
P. E. # 56191
BL # EB9333
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTH AFTER THE DATE IT IS
SIGNED AND SEALED.
SIGNED AND SEALED FOR THE
STRUCTURAL PORTION OF THIS
DRAWING ONLY.
EXTERIOR FINISH:
STUCCO AND CEMENTIOUS FINISH SHALL COMPLY
WITH 2O04 FBC 2510.3 INSTALATION.
INSTALATION OF THESE MATERIALS SHALL BE IN
COMPLIANCE WITH ASTM C 926 AND ASTM C 1063.
i
I I
I I
I I
I 1
ALL EXTERIOR WALLS
DESIGNED AS SHEAR WALLS.
1 1
N
7,
I
°f TRANSLUCENT
TEMPERED GLASS
AL E.E. 83.40
- — - — P.E. 83.65
TRUSS PLATE
N
I
i�
LIVING
FINISH FLOOR
E.E.85.53 DRIVEWAY
EDGE OF LOWEST POINT
PAVEMENT
CEMENTITIOUS
FINISH
7/8" MIN.
ROOF VENT
%s a 11 / a
vd v
EGRESS WINDOW
25 YEARS FIBERGLASS
SHINGLES
1/10/1 A00
/o
V
�IEGRESS WINDOW
NORTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
NOTE:
FLASHING SHALL BE INSTALLED AT WALL AND
ROOF INTERCEPTIONS, AT ALL CHANGES IN ROOF,
SLOPE OR DIRECTION, AT GUTTERS, AND AROUND
ROOF OPENINGS.
I I
Lu
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71
I �I
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I w
I a_I
I 01
Ir
I
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1/
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P.E.8 457 i E.E.84.50 P.E.84,50 I/8"/FT DRIVEWAY
I I MINIMUN SLOPE
I
ROOF VENT
TRANSLUCENT
//
TEMPERED GLASS
EGRESS WINDOW
EGRESS WINDOW
ENTRY WAY
HEIGHT _
'
I
LIVING
FINISH FLOOR
ROOF VENT
NORTHWEST ELEVATION
SCALE: 1/4" = P-0
ROOF VENT
SOUTHWEST ELEVATION
SCALE: 1/4" = P-0"
SOUTHEAST ELEVATION
SCALE: 1/4" = l'-0"
HOUSE TOP OF
MASONRY _
ro
I
o�
GARAGE
FINISH FLOOR
ROOF VENT
EMERGENCY EGRESS
ONE SASH OF THIS GROUP MUST BE EQUIPPED
WITH EMERGENCY EGRESS.
HARDWARE TO COMPLY WITH GOVERNING FIRE
AND BUILDING CODES.
CEMENTITIOUS
FINISH
7/8" MIN.
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10 1
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E.E. M-M 1 E.E. 94.83
P.E. 84.50
1/8"/FT DRIVEWAY I .34. 7 44Y1
MINIMUN SLOPE ( 1
12
-1 5
\>
\
&
ENTRY WAY
HEIGHT
HOUSE TOP OF
,�MASONRI(�
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LIVING+
FINISH FLOOR
o
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00
25 YEARS FIBERGLASS n
SHINGLES U
LANAI
ELEVATION
AT 85.50
_L %�F
EMERGENCY ESCAPE WINDOW
MAXIMUM SILL HEIGHT FROM FLOOR: 44"
MINIMUM CLEAR OPENING HEIGHT: 24"
MINIMUM CLEAR OPENING WIDTH: 20"
MINIMUM CLEAR OPENING AREA: 5.7 SQ. FT.
GROUND FLOOR CLEAR OPENING: 5.0 SO. FT.
DRIVEWAY
LOWEST POINT
EDGE.OF
PAVEMENT
1- '1
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SHEET A3
3 of 8
ELEVATIONS
OPTION B
i II
11 ii T-
i� J,.1 I P I ,i .- I I` �'- IIM4 it fl��T�fII YR P.-Ii7P� :III V.lui�].d AI IL 1: �. i.. ,.LI I 'I�V➢�d.6�i„�IL!III�I
22' 17'-8"
4' 3'-4- 3'-4" 3'-4- 4'-4" 6'-4- 5'-4- 4'-8" -4"
2 4' —�
----
(TYP) s2 I" *.............. ..I....
-- - - - - - ------- ------- - - - - - - I-----J — -------'----' .`--------- _ '7
m---------------I
I f---------- ----- ------ -I -- -- -------------------------� ■
22 17'-8' I I
I I I j I I m
(0 I
A4 0 OL
ELEVATION
21 1 = AT 85.17 I I
1 I
M I I I orn � j® I orn
LANAI
2'-8" 5'-4"
— I I OWER `s N F-
H( I
I
.1 I
1 I....................................................................: MASTER BEDROOM 1 ■ ■ ■
I c iF N
...........................
S
I
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MR. BATH
O0
to I I I j
I I
I O I I I � I I
ELEVATION f I I I 1
I I LAV. AT 85.50 I I I 1
II
I 1 I I
...........
0D
N M 14 I I I
GREAT ROOM
I ......................... :: (TYP)-00
I I 1 i I
I 6' I INDICATES I45 VERT. REBAR I
= I I I I 2 IN MASONRY CELL FILLED SOLID I I
°D I I I I W/ CONCRETEVERT. REINF.
SZ I ( �5•... SHALL BE HOOKED INTO BEAM j
ABOVE & FTG. BELOW 1 I t
(TYP) I I �•••• •• •••••••-- I PROVIDE 25" MIN. LAP WHERE I I in
b I SPLICED & WIRE TOGETHER. I
13'-8" 18,
¢ j j LAUNDRY j I
I 4'-8" 2'-10" 3'-8" 2' 6" I 1 I
`------ = I Il ELEVATION AT 85.50 1 I m
I — — — — — — — 4- THICK, Z500 OR 30 00 P.S.I. .1
= I I 1 CONCRETE SLAB ON GRADE W/ I I 'e
m I......................._.........................................._........... 6X6 WI 4 X W 4 MESH 0 FIBER
t _ '� I io I I. R I
iV I I o E j i 1 I I MESH OVER 6 MIL. VAPOR BARRIER
Oe 1'I I N ON CLEAN, WELL COMPACTED,
HALLS `—J I n I TERMITE TREATED,GRANULAR FILL.
...LAV............ _........: LINEN
I I TUB 00
j L11
BATHco
I I ISLAND = I I
_....................................._..._................... I d I OD I
00
"' ► t i.
1 I I D I I
co bO 00
I I N I I
1 0
I
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I I Sl � S2
I I I L - - - - ---
13 (TYP) I ::_,:
I I I I (TYP)
si I ......_._......._ ...................._.............:... ............._..........: :....._._..... ,. ELEVATION
06
4........ ....................
I AT 85.50 I
I I I I I
I 1------- ------ ----------Si J A/C I
=m
I I
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00 1
v 5'-4" I
I I m
I I a
20'
I I I I
-------------- ----- ----------------- — - — - — - -------------------------------
--
I
I
(
I
(+/-) 4' STEP
ELEVATION
1 I
1
I
I
I
AT 85.17
I I
2 ►
=
I a
FOYER
OFFICE/DEN/BEDROOM
i
I
i
Q
1
I
ELEVATION AT 85.17 J
I 21
4' THICK, 2500 OR 3000 P.S.I. L+
I
CONCRETE SLAB ON GRADE W/ �7
-
6X6 W1.4 X WI.4 MESH OR FIBER
— — ------_- I
I
MESH OVER 6 MIL. VAPOR BARRIER SIM, W/ 16"'
*00
I
I
ON CLEAN, WELL COMPACTED, MONO FTG, I
■ ■ ■ ■ I I
I 1
O O I
I
TERMITE TREATED,GRANULAR FILL. I
a L --- ---
-----------------J
N
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(
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■ ■ ■
j
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TWO CAR GARAGE I
I — — — — — — — — — — — — — — — — — ---
1 r
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1
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I
5 -8 2
I
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CL
1
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1
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ELEVATI N
00 I
1
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I AT 85.17
ELEVATION I
■
L _ _ _ _ _ _ _ (
N
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AT 84.95 I
I■
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I
I
I
--- ------------------I
r--------
--
— — —
II--------------
I
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IL----------------
-------------------J
I
2'-4" 16, 2' -4" 5. 2' 4'-4" 5'-4" 2'-4"
20'-8" 7' 12'
z�,-R"
ADJUST RI
FOUNDATION PLAN
SCALE: 1/4" = F-0"
DO NOT SCALE DRAWINGS.
USE DIMENSIONS SHOWN ON THE DOCUMENTS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
ON SITE,
NOTIFY US INMIDIATLY REGARDING ANY
DESCREPANCIES,
GENERAL NOTES
TO THE BEST OF THE ENGINEERS
KNOWLEDGE AND BELIEF, THESE STRUCTURAL
PLANS & SPECIFICATIONS COMPLY WITH
THE FLORIDA BUILDING CODE RESIDENCIAL
2014 5TH EDITION FOR 139 MPH WIND,
3 SEC. GUST EXPOSURE B, IMPORTANCE
FACTOR = I, ENCLOSED. BUILDING CATEGORY II.
A FOUNDATION SURVEY SHALL BE
PERFORMEND AND A COPY OF THE
SURVEY SHALL BE ON THE SITE FOR
fiHE BUILDING IN8NEefi8R I IS UBE 6R,
ALL PROPERTY MARKERS SHALL BE
SPOSED AND A STRING STRETCHED
FROM MARKER TO MARKER TO VERIFY
REQUIRED SETBACKS.
PRIOR TO START CONSTRUCTION
G. C. SHALL VERIFY W/ TRUSS MANUFACT
AND STRUCTURAL ENGINEER
THE LOCATION OF ALL INTERIOR
LOAD BEARING WALLS TO
ADJUST SLAB AS NECESSARY.
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTH AFTER THE DATE IT IS
SIGNED AND SEALED.
SIGNED AND SEALED FOR THE
STRUCTURAL PORTION OF THIS
DRAWING ONLY,
ALL PLUMBING, ELECTRICAL, AND
MECHANICAL ROUGH- INS MUST BE
COMPLETED, INSPECTED AND APRROVED
BEFORE REQUESTING THE FRAMING
INSPECTIONS.
VERIFY ALL DIMENSIONS AT JOB SITE
BEFORE STARTING CONSTRUCTION
IN ORDER TO AVOID PROBLEMS DURING
CONSTRUCTION.
SEE SHEET S I FOR
TERMITE TREATMENT
ALL TECH STRUCTURAL ENGINEERING, INC.
ENGINEER
KELLY E . LYONS P. E.
2121 BEARS AVE.
TAMPA, FLORIDA 33618
PHONE: ( 813) 969 - 2099
P.E. # 56191
BL # EB9333
ROOF GENERAL NOTES
ROOF LOADING
TCLL : 20
TCDL : 7
BCDL : 10
TOTAL : 37
WIND 139 MPH PER FBC 2014
NOTE
SEE SHEET S3 FOR ADDITION
BLOCKING & BRACING REQUIRE.
NAILS
3 - IOd NAILS TOP AND
BOTTOM CHORD.
)ESIGNING AND CONSTRUCTION OF ALL
:ONVENTIONAL FRAMING IS IN ACCORDANCE
VITH THE PROVISIONS OF THE AF&PA NDS
_ATEST EDDITION AND IN ACCORDANCE WITH
:F( TI(1N R3(11 I FC1R FNI! IIVFFRFII IIFCI! NI
(TYP)
tll
CJI
CJ3
i�
CJ5
II ��
(DBL)
(DBL)
t-
U U U
U U U
--
EJ7A
--
--
--
EX
w
*
w
r — —
f
I
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■
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I t
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■
AH7A
*
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*
*
* _I
I
*
�AH9A
(DBL)
I I OPT. TRAY CLG. ► (
■ ■ ■
■
VERIFY WITH BUILDER I I
AHI IA
I I I I
L___ ___________� I
r
AH13A
III
Q
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AH15A
Z
AH17A
Ld
■
IOi�®'I �'CI�•EF2 CLG.
VERIFY WITH BUILDER
AH19A
■
Q..............
..........................................................................
■
...........
.•---•--..................................................................................................................:
�
II
II
■
■
a
Vf
W
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z
AH15 Z
ui
■
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AH13 m
AH13
■
AHII
■
AH9
II B
F C
AH7
II
B4
ATTIC ACCESS
Q
OPT. 10'-4"
FLAT CLG.
VERIFY WI
H BUILDER
B3
zja
EJ7 -
*
■
�I
B2
w
rl
°°
■ ■ ■
■
m
■ ■ U U U
(DBL)
E
I
I
—w Vic
EJ3
El miROOF FRAMING PLA
SCALE: 1/4" = F-0"
1p v
CLEAN COMPACT &
TREATED SOIL OR FILL
(1) #5 CONT. EXTERIOR STEPS DETAIL
SCALE: N.T.E.
STRUCTURAL NOTES
OMETAI6 W/ 12-I0d X 1 1/2" NAILS.
TO BE USED @ E.A. NON GIRDER TRUSS,
END JACKS, CORNER JACKS & HIP JACKS
TRUSESS CONECTION TO MASONRY WALL.
(1 450# MAX. UPLIFT)
O(2) SIMPSON HTS20 STRAPS W/ (24) 10 d X 1 1/2'
B NAILS EACH (2900# MAX. UPLIFT)
OSIMPSON THJU26 W/ IOd NAILS
(745# MAX. UPLIFT)
OSIMPSON HIOA W/ (16) IOd X 1 1/2- NAILS
D 0 TRUSS TO DBL. TOP PLATE.
(990# MAX. UPLIFT)
OSIMPSON HUS26 W/ (20) 16 d NAILS
E & (6) 16d NAILS.
0550# MAX. UPLIFT)
SIMPSON HGUS26-2 W/ (12) 16 d NAILS
F & (6) IOd NAILS.
(2000# MAX. UPLIFT)
SIMPSON H5 W/ (4) 8 d TO TRUSS
AND TO TOP PLATES OF WALL,
KNEE WALL, OR BEAM.
(465* MAX. UPLIFT)
OSIMPSON MTSI6 W/ 16d NAILS, FILL
ALL HOLES.
(DBL)
CJ5
CJ3 ~
CJI
yv
N
IMPORTANT:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW
ALL DRAWINGS BEFORE CONSTRUCTION BEGINS.
ALLTECH STRUCTURAL ENGINEERING INC. IS
RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT ONLY.
ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER
DESIGN PROFESSIONAL'S SHOP DRAWINGS, CONTRACTOR'S
BUILDING METHODS, AND THESE SIGNED AND SEALED
DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF
ALLTEC STRUCTURAL ENGINEERING INC. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
KELLY E. LYONS, P.E. # 56191
O
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SHEET
4of8 A4
FOUNDATION &
FRAMING PLAN
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB -CATEGORY
MANUFACTURER
STATE OF FLORIDA
APPROVAL NUMBER
EXPIRATION
DATE
Structural Component
Wood Connector Anchors
Simpson Strong Tie Co.
FL9589.5 SDS25200,SDSI/4 X 2
APPROVED
FL10860.6 CB44, CB46, CB48, CB66, CB68
FL10456.3 Hi, HIO, HIOA, HIO-2, HIS, H15-2, H2, H2.5, H2.5A,
H3, H4, H5, H6, H7Z
FLI0860.12 CCQ74-SDS2.5, CCQ76, CCQ77, CCQ78
FL11473.3 HETA12, HETA16, HETA20, HETA24, HETA40
FL11473.4 HETAL12, HETALI6, HETAL20
FL11473.9 META12, META16, METAI8, META20, META22,
META24, META40
FL11473.12 MTSM16, MTSM20, HTSM16, HTSM20
FL10655.1 HGUS26-2, HGUS28-2, HGUS210-2
FL10655.2 HGUS26-3, HGUS28-3, HGUS210-3, HGUS212-3,
HGUS214-3
Structural Component
Concrete Lintel
Cast -Crete Corporation
FL158.1 HIGHT STRENGH CONCRETE LINTELS, 4, 6, 8, 12" W.
APPROVED
Structural Component
Soffits
Ply Gem Siding Group
FL17636.1 VINYL AND ALUMINUM SOFFITS
APPROVED
Doors
Exterior Doors (Swinging Door)
Therma-tru Corp.
FL7728.1 GLAZED STEEL DOOR (IMPACT)
APPROVED
FL7586.1 GLAZED STEEL DOOR (IMPACT)
FL5891.1 OPAQUE FIBERGLASS (IMPACT)
FL6993.1 OPAQUE FIBERGLASS 8' (IMPACT)
FL7347.4 GLAZED FIBERGLASS DOUBLE (IMPACT)
FL8871.6 OPAQUE FIBERGLASS (IMPACT)
Exterior Doors
Garage Doors
Clopay Bldg Products
FL5684.2 STEEL PAN, UP TO 9'
APPROVED
FL5684.3 STEEL PAN, 9'-2" TO 16'-2"
FL5684.4 STEEL PAN, 16'-4" TO 18'-2"
Exterior Doors
Garage Doors
Overhead Door Corporation
FL14170,9 SERIES 170-175, 177, 180-185, 187 (16' MAX. WIDTH)
APPROVED
Doors
Exterior Doors
Marvin Windows & Doors
FL4939.1 CLAD SLIDING DOOR (NON -IMPACT)
APPROVED
Doors
Exterior Doors
Jeld-Wen
FL10976.1 VINYL BYPASS PATIO DOOR (NON -IMPACT)
APPROVED
FLI1109.1 ALUMINUM SLIDING DOOR (NON -IMPACT)
Doors
Exterior Doors
PGT Industries
FL253.3 ALUMINUM FRENCH DOOR (IMPACT)
APPROVED
Exterior Doors
Roll -Up Exterior Doors Assemblies
Janus International Corporation
FL12765.9 SERIES 850-S, 26 GAUGE DOOR ASSEMBLY
APPROVED
Windows
Single Hung
Jeld-Wen
FL14095.1 VINYL SINGLE HUNG (IMPACT)
FL14095.2 VINYL SINGLE HUNG (NON -IMPACT)
FL10970.1 ALUMINUM SINGLE HUNG (NON -IMPACT)
FL11120.1 ALUMINUM SINGLE HUNG (IMPACT)
Windows
Single Hung
PGT Industries
FL239.2 SH-500 WINGUARD VINYL SINGLE HUNG (IMPACT)
APPROVED
FL239.3 SH-600 ALUMINUM SINGLE HUNG (NON -IMPACT)
FL239.4 SH-700 ALUMINUM SINGLE HUNG (IMPACT)
Windows
Fixed
PGT Industries
FL243.2 CA-740 ALUMINUM FIXED WINDOW (IMPACT)
APPROVED
FL243.8 PW-2720 VINYL FIXED WINDOW (IMPACT)
Roofing
Asphalt Shingles
GAF
FL10124.1 FIBERGLASS REINFORCED 3-TAB,
LAMINATED, 5-TAB AND HIP/RIDGE ASPHALT
SHINGLES.
APPROVED
Roofing
Barrel Tile
Hanson Roof Tile
FL3505.1 HACIENDA, LOW/ MEDIUM PROFILE CONCRETE
APPROVED
FL3505.2 HANSON FLAT, FLAT PROFILE CONCRETE
FL3505.3 REGAL, HIGH PROFILE CONCRETE
Roofing
Built Up Roof
GAF
FL11946.1 CONVENTIONAL, FIBERGLASS BUR SYSTEMS
APPROVED
Roofing
Underlayment
GAF
FL10626.1, FOR SLOPED ROOF SYSTEMS
APPROVED
FLI5487.1 SYMTHETIC ROOF UNDERLAYMENTS
Roofing
Ridge Vents
GAF
FL6267.1 LOW PROFILE ROOF RIDGE VENTS
APPROVED
Roofing
Metal Roofing
Metal Sales Manufacturing Corporation
FL14645.4 5V-CRIMP, MIN. 26 GA
APPROVED
FL14645.5 ALUMINUM CLASSIC RIB, NOM. 0.032 THICK
Panel Wall
Glass Block
Pittsburgh Coming Corp.
FL1363.1 GLASS BLOCK MORTAR SYSTEM,GLASS BLOCK
INSTALLED WITH MORTAR
APPROVED
ELECTRICAL
KEY
DUPLEX OUTLET ON THE FLOOR
DUPLEX CONVENIENCE OUTLET
-�
TELEPHONE (OPTIONAL)
DUPLEX OUTLET ABOVE COUNTER
7
TELEVISION (OPTIONAL)
A.F.
ARC -FAULT OULET
OT
THERMOSTAT
W.P.
WEATHERPROOF DUPLEX OUTLET
g E,M,
ELECTRIC METER
&OFI
GROUND FAULT INTERRUPTER DUPLEX OUTLET
®BP
ELECTRIC PANEL
GROUND FAULT & WEATHERPROOF INT. DUPLEX OUTLET
p—i
DISCONECT SWITCH
F.I. W.P
/
HALF SWITCH DUPLEX OUTLET
�
� SPEAKER (OPTIONAL)
®-
SPECIAL PURPOSE OUTLET
ROUGH -IN FOR OPT. CEILING FAN
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL SWITCH
W/ ROGH - IN FOR OPT. CEILING FAN
$3
THREE-WAY SWTCH
�►/�
4
FOUR-WAY SWITCH
J(�I
V
FLOOD LIGHT
RHEOSTAT SWITCH
WR
�-
DOOR BELL
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
I
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
THEATRIAL LIGHTS
'
RECESSED INCANDESCENT LIGHT FIXTURE
0P.C.
LIGHT FIXTURE WITH PULL CHAIN
PUSHBUTTQM FOR
GARAGE DOOR OPPENER
1
TRACK LIGHT
O
OPT. SPEAKERS
®
FLUORESCENT LIGHT FIXTURE 0 UNIT)
®
FLUORESCENT LIGHT FIXTURE (2 UNITS)
IRRIGATION OULET
EXHAUST FAN
A'
EXHAUST FAN/LIGHT COMBINATION
UNDER COUNTER OULET
®
ELECTRIC DOOR OPERATOR (OPTIONAL)
INTERCOM CONTROL
CH
CHIMES (OPTIONAL)
0
19
PUSHBUTTON SWITCH (OPTIONAL)
TJ� W
INTERCOM CONTROL
SD
SMOKE DETECTOR
NOTES
(.PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS
REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION ( NFPA)
AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS
(GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND
MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
3. UNLESS OTHERWISE INDICATED , INSTALL SWITCHES &
RECEPTACLES AT THE FOLOWING HEIGHTS ABOVE FINISH FLOOR:
SWITCHES- 42'
OUTLETS- 14'
TELEPHONE-14'
TELEVISION- 14"
4. ALL SMOKE DETECTORS SHALL BE WIRED ON (1) CIRCUIT.
5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO
INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH
N.E.C, SBCCI - 97, AND ALL APPLICABLE LOCAL STANDARS, CODES,
AND ORDINANCES.
PER SECTION 210-12 ARC -FAULT CIRCUIT INTERRUPTER
PROTECTION.
ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH
CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER,
COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF
THE BRANCH CIRCUIT.
3
0
16' OVERHANG
ROOF VENT
PER A/C CALC.
METER SOCKET
#4 CU TO COLD
WATER PIPE &
DRIVEN GROUND
ROD
U
I-
5 ✓ 12 PITCH o-
---- L LO
4— — — — — — — — — —
L
I I
I Ir�l
ROOF PLAN
SCALE: 1/8" = V-0"
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO
A ROOM USED FOR SLEEPING PURPOSES SHALL NOT
BE PERMITTED. OTHER OPENINGS BETWEEN THE
GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES
IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL
DOORS NOT LESS THAN 13/8 INCHES THICK, OR
20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A
SELF -CLOSING DEVICE PER SECTION R302.5.1 OF
FLORIDA BUILDING CODE 5 th EDDITION.
SINGLE PHASE BREAKER
PANEL NEMA 1
30 CIRCUIT
O
1 1/2" RIDGE NIPLE WITH
2 #I AND 1 #3 CU THW
CONDUCTOR
BY POWER COMPANY
ELCTRICAL RISER DIAGRAM
SCALE: NTS
200 AMPS SERVICE
ALL ELECTRICAL WORK SHALL
COMPLY WITH THE CURRENT
NFPA70/NEC 2011 CODE.
ELECTRICAL PLAN
SCALE: 1/4" = V-0"
ra
(I GENERAL NOTES 11
ALL PLUMBING, ELECTRICAL, AND
MECHANICAL ROUGH- INS MUST BE
COMPLETED, INSPECTED AND APRROVED
BEFORE REQUESTING THE FRAMING
INSPECTIONS.
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTH AFTER THE DATE IT IS
SIGNED AND SEALED.
SIGNED AND SEALED FOR THE
STRUCTURAL PORTION OF THIS
DRAWING ONLY.
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ELECTRICAL
PLAN
Sl-2
I BY-PASS SGD
SW
POCKET SGD
S14
ENTRY DOOR
S1-5
GARAGE DOOR
81.11 1 SHOWER CURB
81.12 SERVICE DOOR
Sl 13 NON -LOAD BEARING GARAGE STEP
SI-18 IP0CKETSGD
S1-19 STEMWALL FTG W/ BRICK VENEER ON CONCRETE BLOCK
SI-20 STEMWALL FrG W/ BRICK VENEER ON WOOD FRAMING
S1.21 TERMITE TREATMENT SOIL CHEMICAL BARRIER METHOD
S122 TYP. RETROFIT FILLED CELL
SI.23 TYP. NEW MASONRY RETROFIT
81,I4 I A>&x7LOFrr " WN
8125 COMPONENT & CLADDING DESIGN PRESSURE TABLE
Si-26 REINFORCING BAR LAP SPumtrYP. #5 STANDARD 90a HOOK
SI.27 RWD SAFETY GLAZING IN HAZARDOUS LOCATIONS
SI--28 TYPICAL BEAM TO CMU WALL CONNECTION
1
10EX CONTINUES AT S24
20 FRAMING
6D
4" THICK CONC SLAB W/ 6X6 W1.4xWIA WWM (2) ROWS 20 BLOCKING
OR FIBERMESH.
0 THIRD POINTS. (1) ROW
08' WALL U.N.O.
U2V ANCHOR BOLTS
2X4 STUDS (a} I& OC W/
24" OC W/2"Ox3/1
R-13 NNSUL 2X4 PT BOT. PL
PLATE wASHBR TYP OR
SIMPSON MM M► DISILL
64I
NOTE:
HILTI 1/2"0ANCHOR-(O4xOCW/ CK YT
W/8M@EMBEDI= MBOLBE II
USED IN LEU OF ANCHOR BOLTS
SIMPSON SPi 0 BOTTOM
OR UAL.
OF EACH STUD
ELEv
T
6 MM VAPOR'
BARRIER
GARAGE SLAB:
BXSXis CMU 4"THICKCONC. SLAB
W! 6X6 10/10 WWM
8" X 1'-4" FOOTING BA 6 MIL VAPOR
BARRIER
W/ (2) #5 RODS CONT.
LOAD BEARING GARAGE STEP
(SEE TYPICAL LOAD BEARING INTERIOR WALL FOR
ADDITIONAL DATA (S2-9)
STEEL SERVICE
DOOR
ALUhlDR M
THRESHOLD
SET IN CAULK
6 MIL VAPOR'
BARRIER .
8X8X16 CMU
4" THICK CONIC. SLAB W/ 6X6
W1.4xW1A WWM. OR FIBERMESH
NOTE: INSET TRACK
WALL BEYOND FROM FACE OF BLOCK:
5 M" -2 DR TRACK
7" - 3 DR TRACK
F 9" - 4 DR TRACK
--- -- .------ ---- � I
6 MIL VAPOR' I I
BARRIER Al 11
4• CONIC SLAB
W/ 6X6 10/10
8X.8X16 CMU WWM
17,
8" X P-4" FOOTING W/ (2) #5 RODS CONI.
BY -PASSE S
4" THICK CONC SLAB W/ 6X6 W1.4xW1.4
WWM OR FIBRRMRSH.
ENTRY COOR OPTIONAL
TILE - REFER TO
ALUMINUM / COLOR SHEET FOR
THRESHOLD SET C THICKNESS
N FULL BED
OF CAULKJill
�
STRUCTURAL NOTES
NOMINSEITTRACK
1 FROM FACE OF
1) CODES;
BLOCK:
517-2DRTRACK
1.1 FLORIDA BUILDING CODE RESIDENTIAL 2014, 5th Edition
SEE SHT 7
FOR CURB
r :4�
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI318-LATEST).
1,•
DIMENSION
IRACK
1.3'MANUAL OF STEELC❑NSTRUCTION, ALLOWABLE STRESSDESIGN',BY THE AMERICAN INSTITUTE❑F STEELC❑NSTRUCTIDN,
WWF
LATESTEDITION.
N
1ap'"s
1r4'1)ESIGN SPECIFICATIDNFOR LIGHT METAL PLATECONNECTED WOOD TRUSSES'BY THE TRUSS PLATE INSTITUTUTPI)
LATESTEDITION.
2)DESIGN CRITERIA;
_ _____ _-__ _______•
a
2ADWELLING FLOORS -40PSFLIVELOAD +15PSFDEAD LOAD.
�
2.2BALCONIES-60PSFLIVELOAD +15PSFDEAD LOAD,
2.3ROOF OVER LIVINGAREAS-20PSFLIVELDAD, 17PSFC7PSFT/C& 10 PSFB/CXIEAD LOAD FOR SHINGLE RO❑FS;25
MILVAPOR
BARRIER
1 #5 ROD COW
' _4 2 J5 RODS
PSF(15PSFT/C& 10 PSFB/C)DEAD LOAD FOR CONCRETE TILERDOFS.
s MIL VAPOR
B
2.4WIND-139mph3SECOND GUST EXPOSURE'B' CATEGORY II,ENCLOSED BUILDING.
axaX16 CMU
•
I S
8" MONO FOOTING 16
NON -LOAD BEG BI-PASS S.G.D.C17'
2.5NET UPLIFT LANEAD LOADS 10 PSFSHINGLADD NG PRESSURE,
2.6SEEFLOOR PLAN FOR COMPONENT &CLADDING PRESSURE.
'
/
3)SOIL;
8" X 1'4" FOOTING
3.1 MINIMUM ALLOWABLE SOIL PRESSURE2000PSF.
1"MIId.AIRSPACE
1"IuSPACE
3.2ALL SOILISTO BE CLEAN & POISONEDF❑R TERMITESPER FBC RESIDENTIAL 2014, 5th edition
s"c.M.u.TYPIc
snvrnsoNBTBTrns
STUD�W
�'�'
4)C❑NCRETE;
POCKET S.G.D. r
SMWNW RXUCK TIES
g24"OCHORTZONTAL
BRICKVENEER
16" OC VERTICAL
AN1�24"OCBORiZONTAL
BRICK VENEER
4.1 CONCRETE COMPRESSIVESTRENGTHAT 28DAYS; 250CPSI(NDRMAL WEIGHT).
AND16'OCVBR11CAL
WEEP HOLES@
4.2REINF❑RCINGBARS; ASTM A615(GRADE 40),
24"OCTYP
WEEP H�°�@
4.3WELDED WIREFABRIC(WWF)1 ASTM A185.
4.4DETAILEDREINF❑RCEMENT IN ACCORDANCE WITH ACI 315,
- -
4.5CONCRETE COVERAGE OF REINF❑RCEMENTL FO❑TINGS3.'BOTT❑M AND SIDES.
-
ba
4.bff'AIt tm tUri 1oRT€DtLA]I'1S1(INt LUTJINt3 EXTERIOR WALK AND DllllVESLAD'S)IIII.9"T14tCpK MINI, Mr-INFORICED W€iyK&��/1 R4 7f
VT
--
N
W1.4 WWF AT MID-DEPTHOF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTDR'S OPTION.
4"TMCKCONC SLAB W/6x6W1.4aW1.4
_
4.7CONCRETING OPERATIONS SHOULD COMPLY WITH ACI STANDARDS
WWM OR FIBERMESH.
-
8X8X16 CMU
4.8LAP SPLICESHALL BE AS FOLLOWS;#SBAR 25'#4BAR 20',#3BAR 15'
8" CONIC BLOCK (BEYOND
GARAGE
W
j
-
"
TROWEL FINISH
8X8X16 CMU
" "
TROWEL FINISH
43CONCRETE SHALL BE PLACED WITHIN 90MINUTES OF BATCH TIME OR AS REQ D BY SUPPLIER.
DOOR
EXPANSION JOINT
6MILR
I
La
SEAT
,�
SEAT
4.104.lOSLUMP RANGE 4'T❑ 6'FOR FLAT 8'-11W/MORANGE WATER REDUCER FOR LINTEL POURS.
BARRIER/
T
\
(I) 95 ROD
4.11 PR❑VIDEPROPERLYTIEDSPACERS�CHAIRS,BOLSTERSAS REQUIRED. SE PLASTICTIPLEGS ON ALL EXPOSED SURFACES.
DRIVEWAY
s"X1�7"FOOTING �
8"Xr7"FOOTING
4.12PRDVIDEPROPERCLEARANCE-3'FOOTINGS,1,5'C❑LUMNS & BEAMS
„
r
W/ (2) #5 RODS CONT.
W1 (2) #5 RODS CONT.
4.13RESTRICTTHE ADDITION OF MIX WATER AT THE JOBSITETO NOT ADD WATER WITHOUT THE APPR❑VALOF THE SUPPLIER.
--�_
_ _
5)MASDNRY:
• �
^
NON -LOAD BRG POCKET S.G•D.
18
STEMWALL FOOTING W/BRICKnjq
STEMWALL FOOTING W/BRICK 2
O
5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONSIF THE NATIONAL CONCRETE MASONRY ASSOCIATION
AND ACI530-LATEST.
NM VAPOR' I 6NflLVAPOR i ; VENEER ON CONCRETE BLOCK VENEER ON WOOD FRAMING 5.2MINIMUM MASONRY UNIT STRENGTH: FM 1350PSI,
BARRIER BARRIER
� 5.3MDRTAR SHALL BE TYPES.
(1) #5 ROD CONT. 1.) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. 5.4ALL BLOCK CELLSAND CAVITIESBELOW GRADE SHALL BE FILLEDWITH CONCRETE WHEN STEM WALL ISGREATER THAN 24'
axaxls CMU Bxsx16 clvlu 2.) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPASION STRIP EXTENDS TO SILL. TALL ABOVE GRADE, FOR STEM WALLS TALLER THAN 40'CONTACT ENGINEER.
3.) SET A FULL MORTAR BED JOINT, APPLIED TO SILL 5.5FILLCELLSSHOULD BE LOCATED AS INDICATED ON FOUNDATION PLAN,
8" X 1'4" FOOTING � � � 8" X 1'4" FOOTING � " " 5.6LINTELSSUPPLIEDBY APPROVEDMANUFACTURERI
Wi(2)#sRODS CONT. EN'TRYDOOR w/(2)#SRODS CONT. GARAGE DOOR/� 4.) SET LOWER COURSE OF BLOCK, MANTAIN A UNIFORM JOINT WIDTH OF 1/4 PLUS OR MINUS 1/8 . ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. STEEL TOOLS 1)FECP/CAST-CRE1®RP❑RATION 2)P❑WERC❑NCRETE 3)ALLIEDPRECAST
(� - 5 MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUNNER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR 4)LOTT 5)WEKIA 6)MARIDN MASONRY
/ OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO 6)W❑OD;
4" THK CONC SLAB
W/ 6X6 W1.4 X W1A
WWM OR FIBERMESH
6 MIL VAPOR
BARRIER
PDST BEYOND
(SEE FLOOR PLAN FOR
SIZE AND LOCATION)
L4..-_12..---1_ \
2 15 RODS 6 MEL VAP0Rj.
BARRIER 4
12" MONO. FOOTING •7
.LUMiNUM SCREEN
NCLOSURE
GRADE
L V Nun
GRADE BEAM 1O
4" TRICK CONC SLAB W/ 6X6w1.4xW1.4
WWM
2X4STUDS
16.00 W/ R-111NSUL
W/ 2X4 PT BOT. PLATE
ELEV
ow
6 MIL VAPOR' ` I
BARRIER GARAGE SLAB:
4" 8" 4• THICKCONC. SLAB
W/ 6X6 10/10 WWM
rx ON 6 MIL VAPOR
MONO FOOTING BARRIER
W/ (1) 15 ROD
SERVICE DOOR 12 NON -LOAD BRG GARAGE STEP Dp
WATERTIGHT PAN -
E aIM VERTICAL 2"
PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 6.1 WOOD STRUCTURAL FRAMING MEMBERS; #2SOUTHERN YELLOW PINE (UNLESSN❑TED ❑THERWISE)WITH AN ALLOWABLE BENDING
5.) INSTALL PANEL REINFORCING ON 24(11CH CENTERS HORIZONTALLY - 16 INCH CENTERS FOR THINLINE SERIES GLASS BLOCK AND SOLID GLASS BLOCK UNITS AND IN STRES9FbPERNDS-LATES-F--1250PSIAND A MODULUS❑FELASTICITY=1,600,00(PSIEXCEPTSTUDS WHERE SPFSTUD❑R
JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORES.) RUN REINFORCING CONTINUOUSLY FROM END CONSTRUCTION GRADE MAY BE USED. TOP PLATESSHALL HAVE NO OCCURRENCE OF SPLITSQHECKS AND SHAKES.
TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH 6.2DESIGN,FABRICATE AND ERECT WDOD TRUSSESIN ACCORDANCE WITH THE 'DESIGN SPECIFICATIONFOR LIGHT METAL PLATE
4"TBKCONC SLAB REINFORCING, INSTALL REINFORCING AS FOLLOWS: CONNECTED WOOD TRUSSESIN ACCORDANCE WITH THE 'DESIGN SPECIFICATIONFOR LIGHT METAL PLATECONNECTED WOOD
W/ 6X6 W1.4 X WIA TRUSSESBY THE TRUSSPLATEINSTITUTEEATESTEDITI❑N HIB-LATESEDITI❑NAND QST-LATESEDITI❑N.
!� WWM ORFIBERAffM 5-A.) PLACE LOWER HALF OF MORTAR IN BED, JOINT, DO NOT FURROW.
6.3ALL EXPOSED WOOD OR WOOD #1 CONTACT WITH EARTH OR CONCRETE TO BE PRESSURETREATED,
5-8.} PRESS PANEL REINFORCING INTO PLACE.
/ 5-C.) COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH, DO NOT FURROW. 6.4R❑OF SHEATHING' (APARATED EXPOSURE;) .5'PLYW❑❑D DR 5/8(7SB MINIMUM SHINGLESOR TILE
GRADE 6.5UNTREATED WOOD SHALLN❑T BE IN DIRECTC❑NTACT WITH CONCRETE. METAL SEATPLATESR❑❑PING FELTOR BITUMIN❑US
6. PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. ,
MATERIAL SHALL BE PLACED BETWEEN ALL TRUSSES LVL'SANY OTHER UNTREATED LUMBER ❑R PLYWOOD AND CONCRETE OR
7.) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. MASONRY SURFACES.
8.) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO 7)MICRO-LAM LUMBER;
• THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. 7.1 MICRO -LAM STRESSGRADES SHALL PRDVIDETHE FOLLDWING MINIMUM PROPERTIES;
(REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) E=1,700,000PSIFb= 2,95OPSIFt=1,850PSI
9.) AFTER FINAL MORTAR SET. (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR Ft= 50OPSI(PERPENDICULARFc= 2,700 PSI(PARALLEL)Fv= 288SI
L'-4
. 2 15 RODS SEALING. 8)STEEL
ee % 10.) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 8.1INSTALLATI❑NOF ALL STEELTO BE PERFORMED BY AN EXPERIENCEDQUALIFIEDSTEELERECT❑R.
16 MONO. FOOTING 8.2FABRICATEAND ERECTALL STRUCTURAL STEELIN ACCORDANCE WITH A.I.S.C. SPECIFICATIOWOR THE DESIGN,
8 11.) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING FOR WINDS SPEEDS UP TP 110 MPH, PER PITTSBURG CORNING RECOMENDATiONS FABRICATION,AND ERECTIDNOF STRUCTURAL STEELFOR BUILDINGS'.
FOR INSTALLATION OF GLASS BLOCK. SPECIFICATIONS FROM PITTSBURGH CORNING CORPORATION PUBLICATION GB-185 30M REV.11/89 8.3STRUCTURALSTEELy4STM A36.
GLASS BLOCK REQLJIltEMEIVTS ran 8.4STEELTUBING, ASTW A500,GRADE B.
G7 8.5WELDED C❑NNECTIDNS; E70XXELECTRODES,MINIMUM SIZEFILLETWELDS 3/16%WS CERTIFIEDWELDERS. CERTIFICATION
/4"X4•CONC CUM PAPERST❑ BE SUBMITTED UPON REQUEST.
cROUr 8.6WHERE STEELBEAMS ARE CONTINUOUS OVERCOLUMNS, PROVIDEWEB STIFFENERDLATESON EACH SIDE❑F THE WEB OF A
CERAMIC �IMG KD-IM T/ i15 �• THICKNESSEQUAL TO BEAM FLANGE THICKNESS,LOCATED AT THE CENTER LINE OF THE COLUMN.
TBE NDTE1 ITISTHE CONTRACTORS RESPONSIBILITYFO REVIEWALL DRAWINGS BEFORE CONSTRUCTION BEGINS, ALLTECH STRUCTURAL
-� ENGINEERING INC. ISRESP❑NSIBL07OR THE STRUCTURAL INTEGRITYOF THISPR❑JECTONLY. ANY DISCREPANCY BETWEEN FIELD
DRULa/4":6•MIN.HOIB 771 1_ CONDITIONS, OTHER DESIGN PR❑FESSIONALSSH❑P DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESESIGNED AND
SRr BAR IN BB.TI BY-150 EPW to. EM W/ (1)15 cm. SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF ALLTECH STRUCTURAL ENGINEERING INC. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
KELLY E. LYONS, P.E. #56191
t #5 ROD
6 Ma VAPOR
BARRIER
SHOWER CURB 1 1
4•TEWXCONIC SLAB W/6D WI&WIA
WWM 2X4 STUDS @ 1e OC W/2X4
1/2"OANCHORBOLTS PT BOTTOM PLATE
a@24"OCW/2"Ox3/16" SIMPSON SP1 @ BOTTOM OF
PLATE WASHER TYPICAL EACH STUDm 1 m kn mm Rix BOLT II
8" MIN. [ MAYBE
USED IN LEIU OF ANCHOR BOLTS
•-4
6 MIL VAPOR 16'Xi2'
BARRIER MONO FOOTING
W/ (2) /5 RODS
INTERIOR LOAD BEARING WALL FTG
(SEE TYPICAL INTERIOR BEARING WALL FOR ADDITIONAL ;14
DATA (S2-9)
Component & cladding design pressure table
(139 mph, 3 sec. gust, 2.1/12 to 6.9/12 pitch, exposure B, height = 0 to 30 feet,
(enclosed) (ps f), CAT. H.
Tributary area (ft ) 2
Roof
Wall
(gcpi=+/- .18)
(gcpi=+/- .18)
10
21.8 -89.3
37.9
- 5 0.7
20
20.0 -83.5
36.2
-47.3
50
17.3 -75.5
34.0
42.8
100
15.4 -70.0
32.2
-36.1
500
15.4 -70.0
28.3
-31.5
1 For effective areas of wind speeds between those
given
above the load moy Ise interpolated, otherwise use
+ h e
GRAGEDOOR
load associated wit4-1 The lower effective area.
9'
33.3/-37.7
0
2 Table values are adjusted for exposure and hight.
16'
31.9/-35.6
z
3 Plus and minus signs signify pressures acting -toward
and away from the building surfaces,
COMPONENT & CLADDING DESIGN PRESSURE TABLE
fhx72 �MLV
EMMG U-BLOCK UNTM
FELL CEU FULL E GHT WI
]NON-SERRX;ROUT
NEW #5 REBAR VBRnCAL
IN FELM CELLL.
SIMPSON MTS 18 W/
(4) 1/4" % 1 1/2" TAP -
CONS INTO TIE B
::-
Noticeoftermiteprotection.Apermanentsignwhichidentifiesthetermite treatmentproviderandneed for reinspection
RErR ufl� >� R? NO> ca
r
= '�'
and treatmentcontractrenewal shall be provided. The sign shall be postednear the water heater or electricpanel.
q
CELL 6" EMBEDMENT INTO
Protectiona ain.stdeca and termites. Cdensatelines and f doutsssc hall dihar eat least 1 foot 305
g y onr000wnsP g
EWMG ThM" AND FW17f(
mm) away from the structuresidewall,whetherby under groundpiping, tail extensions,or splashblocks. Gutterswith
downspoutsare requiredon all buildingswith eaves of less than 6 inches (152 mm) horizontalprojectionexcept for
#s x n• Et�DBD IINTO
5 xts' REBAR DOWEL INiO
a
g able end rakes or on a roof above anotherroof.
EXISMG FOOTING
G MASONRY W/ HILT!
C-20 SYSTEM Q 12" O.C.
:'.x.
R318.1Termiteprotection.Termiteprotectionshallbe providedby registeredtermiticides,includingsoil applied
DR111 34"xr MIN. HOLE
>sanNG
pesticides,baiting
M BAR 0MM HY-150 VW
FOOTING
systems, and pesticidesappliedto wood, or other approvedmethodsof termiteprotectionlabeledfor use as a
preventativetreatmentto new construction.See Section202, RegisteredTermiticide.Upon completionof the
71
applicationof
FOOTW O.
the termiteprotectivetreatment,a certificateof complianceshall be issuedto the buildingdepartmentby the licensed
pest controlcompanythat containsthe followingstatement: "The buildinghas receiveda completetreatmentfor the
NEW WALL
EIIISTIING WALL
prevention of subterraneantermites. Treatmentis in accordancewith rules and laws establishedby the Florida
RETROFIT-MTS
Departmentof Agriculture and ConsumerServices."
BS13fDNG F007ING
R.318.1. lIf soil treatmentis used for subterraneantermitepreventionthe initial chemicalsoil treatmentinside the
foundationperimetershall be done after all excavation,backffMingand compactions complete.
IE 318.1.21f soil treatmentis useld for tsubtfexx"area disturbedafter initial chemical soil
TYP. RETROFIT FILLED CELL 22 TYP.NEW MASONRY RETROFIT 23 treatmentshallbe retreatedwitha chemicalsoiltreatment,mcludingspacesboxedor formed. for
R318.1.3If soil treatmentis used for subterraneantermiteprevention,space in concretefloors boxedout or formed
the subsequentinstallationofplumbingtraps, drains or any otherpurpose shall be createdby using plastic or metal
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
Ila¢ardot bodtare. )t fdamilLg elvi ea cavddeed � horaare laoafbns reping �h tti®g mderbac
i� h � � aaiiLg apor esem168es ore ponds h sday as N(da aoset Boar aeel�bies
S 6loefng h dam dooLa
4.61aig h maned asiLg4g doors
5• h doom WA mclown a hot M& ftli000b, commas, dean room, leobdbe and dares
& Glaehg In MW bled VeAk pffd a*oed a the added agaM d the Ilkffi�i151h as 24-M (610 ma)tax4 of vallool edge d the door
to dosed podSm ad Were h bottom opoeed edge d be glm* is ter i1a160 hd O 104 mmthe ddrg mhos
7. hen iLdeiird bled a apaile paLd olba bore b )tor bcetioa deeabed h preoedLLg pent 5 oed l'6 rNdv meet d of be fak*4 wLdibar
7.1 am d a idid8ed pore yaa6r ba 9 apan bek
72 bdtam edge ter ba X hdia car do Arr,
7.3 Fipoeed ta0 edge gaYr la 36 how Am be ba; and
7.4 On or more wdhg ar*4 dhie A bdto bwbmtdy of be pone of Nt 0s4
& G ag h gaerde a W r *oftd WmW pads and LLaLdrAW irlil pads, r"wdea of area or hot above a dtq arkm
!L Glaetg In de ad bra endoefeg boor ar atdoor aLimby pock hot his oW apor ihn d of Vie UnI g w dlions ore p oomt
At The bottom edge of be #oft a be pod a epo ebb to br No 60 bdo above a rddmg ache a the pod or spo dh of It Oft and
U lie 1da6 b e16aa 60 Mw haiaaady of be voter's edge of a rsbmd q pod or qm
IWo* adjwd b ddw^ bd p ad rape vN6 36 Ma hwhowtdy of o mtlig wboe; d a it e,paaed eaW of the gbm b ter go 60 Wo dao the Aide
of the od; w eeliLg earfeos
IISR g odpoat to *11" Ohio 60 baba hor md* of the bottom tad d a sbimay It my *oft she fit eq mW arboe of the glom is bth m e 50 babes above the
Lam of the treed
REQ'D SAFETY GLAZING IN HAZARDOUS LOCATIONS �^
permanentlyplacedforms of suf-icientdepthto elimi„ateany plannedsoil disturbanceafter initial chemicalsoil
2 - 1/2"an, 1-BOL7S
treatment.
W/ NUT & HASHER
OR EQUAL
R318.1.41f soil treatmentis used for subterraneantermite revention,chemicall eated soil shall be protected
;AM -SEE PLAN
with a minimum6 millimetervapor retarderto protect against rainfall dilution. If rainfall occurs before vapor retarder
\
placementretreatmentis required.Anywork, includingplacementofreinforcingsteel, done after chemical
CONCRETE FILLED CELL W/
treatmentuntil the concretefloor is poured, shall be done in such manner as to avoidpenetratingor disturbingtreated
0 1 #5 VERT. M14.
soil.
R318.1.51f soil treatmentis used for subterraneantermiteprevention,concreteoverpouror mortar accumulated
alongthe exteriorfoundationperimetershall be removedpriorto exteriorchemicalsoil treatment,to enhancevertical
penetrationof the chemicals.
USPNFM11HArTGEROR
R318.1.6[f soil treatmentis used for subterraneantermiteprevention,chemicalsoil treatmentssha.11 also be applied
CUSTOM STEEL BEAM HANGER INSTALLATION
underall exteriorconcreteor gradewithin 1 foot(305 mm) ofthe primarystructuresidewalls.Also, a vertical chemical
wj 5 - 1/2"0 AW THRU
ER
BOLTS W/ NUT &WASHER
barrier shall be a lied rom tl afterconstructionis com leted,includin iiutiallandsca in d
PP � P P Y P 8- PP- �n
10aNARSTOFRLEV13RYHOLE. (2) SrO HOB
irrigation/sprinMerinstallation. Any soil disturbedafterthe chemicalverticalbarrieris appliedshallbe
/,• 6 112"
S
promptly retreated.
R318.1.71fa registeredtermiticideformulatedand registeredas a bait systemis used for subterraneantermite
2.
prevention,SectionsR318.1.1 throughR318.1.6 do not apply;however,a signed contractassuringthe installation,
L 3/8"X49 "
maintenanceand monitoringof the baiting system for a minimumof five years from the issue of the certificateof
0
0
occupancy shallbe providedto the buildingofficialpriorto the pouringofthe slab, and the systemmustbe installed
°
°
prior to final buildingapproval. If the baiting system directionsfor use require a monitoringphase prior to installation
° 0 1/4" TYP.
ofthe pesticidea.ctive ingredient,the installationof the monitoringphase componentsshall be deemedto constitute
N0 M4*XwSHKPL
installation ofthe system.
IW BE PL
R318.1.8If a registeredtermiticideformulatedand registeredas a wood treatmentis used for subterraneantermite
5" ERA nT.
prevention,SectionsR.318.1. lthroughR318.1.6do not apply. Applicationof the woodtreatmenttermiticideshall
1 2
be as requiredby label directionsfor use, and mustbe completedpriorto final buildingapproval.
LVL NO. PLYS H W
R318.2Penetration.Protectivesleeves aroundmetallicpipingpenetratingeoncreteslab-on-gradefloors shall not be of
11 1/4" s 11 1/8" 5 1/8"
11 7/8" 2 12 U8" 4 1/8"
cellulose-containin�e��terialsand, if soil treatmentis used for subterraneantermiteprotection,shall receive
�'-'-".
FABRICATION
F AB R I CATION 11 7/8" 3 12 1/8' 5 7/8"
applicationof a termlticidein annular space betweensleeve and pipe.
(FOR CUSTOM HANGER)
TERMITE TRATMENT
TYPICAL BEAM TO CMU WALL CONNECTION
SOIL CHEMICAL BARRIER METHOD 21
28
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SHEET
6 of SI
STEMWALL
TYPICAL
SINGLE STORY
WALL DETAILS
S24 I INDEX
S2.2 TYPICAL WALL SECTION
S2-3 TYPICAL SECTION THRU BUTT GLASS - FRAME WALL
S2.4 HEADER DETAM
S2-5 TYPICAL 8" x 8" CMU LANAI COLUMN DETAIL
S2.6 KNEEWALL ABOVE MASONRY WALL DETAIL
DO DwwALL ABovE MASONRY WALL DETAIL
82-7 TYPICAL WALL SECTION THRU WINDOW
S2-8 TYPICAL SHEARWALL WINDOW DETAIL
S2-9 TYPICAL LOAD BEARING INTERIOR WALL
S2-10 TYPICAL NON -LOAD BEARING INTERIOR WALL
S2-11 EXTERIOR WALL CONNECTION @ NON -LOAD BEARD
S2-12 TYPICAL SECTION THRU BUTT GLASS - MASONRY WA
S2-13 TYPICAL FRAME WALL SECTION
S2.14 TYPICAL LINTEL ASSEMBLY
S2-15 TYPICAL 6" x 6" LANAI POST DETAIL
S2-16 ROUND STEEL PIPE COLUMN DETAIL
Z17 WWWBUCKWAIL _
82-18 CAST -METE PRECAST LINTEL SAFE LOAD TABLE
S2-19 FRAME WALL TO CONCRETE WALL CONNECTION
S2 20 LANAI POST TO BEAM CONNECTION
S2 21 TOP PLATE SPLICE DETAIL
8222 BOND BEAM STEP
s2 xi TYPICAL HORIZONTAL SECTION THRU WINDOW
S244 GARAGE DOOR TRACK MOUNTING DETAIL
52-25 TYP. 3 STUD CORNER DETAIL
INDEXCONPN0ATS3.1
CURTAIN NAILER 1X6 PT (a)
WINDOWS - EXTEND 20" PAST,
WII41DOWS
wrnmaw wTTl¢
CAULK
ALSO SEE DETAIL 2-S2.
PRE, -ENGINEERED WOOD TRUSSES
@ 24" OC W/ METAL STRAP UNDER
EACH TRUSS
1
8"x8" "U" BLOCK W/ (1) #5 CONT
12 R-38 BLOWN INSULATION W/ BAFFLES
(Typ) / HURRICANE ANCHOR ® EACH
/
VARIES TRUSS (SEE UPLIFT SCHEDULE, SEPERATE SHEET) W/ METAL
/ ZUTSSEEMMEER,�EApCgHTRUSS
gppg �
DsrIAlOR1;BFBfi .SHINGLES
1ALCOi
RWFING
/ PER
MANUFACTURERS PRODUCTAPPROVAL.
- I/2" 3-PLY PLYWOOD SHEATHING OR 5/8" OSB
4 1 lc NAILED AND W/ ALUM H-CLIPS
�I i1 VARIES
_M
CONT.
CILING: 5/8" DRYWAZ
OR 12" CEILING BOARD
METAL DRIP EDGE
\
lx4 PT NAILER
PRE-ENGINEERED WOOD TRUSSES
5/4 X 4 PRIMIM rt DRIP
5/4 X 8 OR 5/4 X 10 PRIME•1'RIM FASCIA
Q 24" OC W/ METAL STRAP UNDER
OR 77C8 WOOD FASCIA W/2X6 SUBFASCIA
EACH TRUSS
STD. 90- HOOK
ALUM O M SOFFIT W/ CONT VENT
(SEE DETAIL)
12" DRYWALL
"x16" "U" BLOCK W/ (1) #5 CONT. & FILLED
W/ 25W PSI CONCRETE
VARIES
1X2 FUR STRIPS Q 16" OC
Cry
OVER INSULATED WALLBOARD-
M PT FUR STRIPS @ 16. OC
8" C.M.U. TYPICAL
W/CELLULOSESPRAYINSULATION
OR SIMILAR R-6
TYPE "S" MORTAR
17A1t BABB
EXTERIOR FINISH
41) 09 YI' T, p1 P;" 9
(SEE FOUNDATION PLAN & NOTES)
3 1/4" WDBASE
4"x4" INSPECTION PORT AT
SHOE ®VINYL AREAS
4" THK CONC SLAB W/ 6X6
WIA X W1.4 WWF
EACH FILL CELL TYPICAL
STD, 90' HOOK BEYOND
(EBB DETAIL)
OR FIBERMESH.
ELEV a-0" TOP OF SLAB
6ME.VAPOR/ 45 BAR
CUNT. SOILMIINIMUMBFARIN
BARRIER TYP.
CLEAN, POISIONED AND COMPACTED BOTTOM OF FOOTING MIN. 2"
IL (COMPACTED TO 95% MODIFIED BELOW FINISERIM OR A
PROCTOR PER ASTM D1557)
•
9X8X16 CMU -
FILL CELLS W/ C'ONCRE'IB WHEN
`\,
WALL SECTION(22
.
STEMWALt HEIGHT EXCEEDS 24•
8"Xl6" FOOTING W/ (2)
PRECAST LINTEL W/ (1) #5 CONT. - FOR OPENINGS
GREATER THAN "". SEE PLANS FOR ADDITIONAL
IRED REINFORCEMENT
FRAMED WINDOW W/ SCREEN
/DNDOW SCHEDULE AND
1TIONS FOR DESIGNATIONS)
PRECAST CONC BILL
C.M.U. TYPICAL
a-0" TOP OF SLAB
TYP. WALL SECTION
THRU WINDOW 7
HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
S(HEDUI E, SBPERATE SHEET FOR DETAILS)
SIMPSON SP2 CONNECTOR
SAME SIDE AS TRUSS STRAP.
DOUBLE TOP PLATES
12" DRYWALL 12" O.S.B. SIDING SHEATHING
/8d COMMON @ 4- OC EDGES
8d COMMOM Qa 12" OC FIELD
C'
EXTERIOR FINISH: THREE -COAT WORK
7/8" STUCCO W/ METAL PLASTER BASE
(2) ROWS 2X BLOCKING (a) 3rd POINTS OVER 8' HT.
(1) ROW Q MIDPOINT TO 8'-0" MAX. HT.
1/2" die. ANCHOR BOLTS ® 48. OC
2X4 STUDS @ 16" OC
TYPICAL W/ 2� X 3/16" PLATE
WASHER (MEN. 6 EMBEDMENT)
R 19 INSULATION 0AINDIdUM)
OR EQUAL.
2X4" PT PLATE
SIMPSON SP1130MM OF EACH STUD
(1) #5 BAR
CONT,
j
IN HEADER
BLOCK
ELEV a-0^ TOP OF SLAB
N �
8"X16"FOOTINGW/
• •
TYP. FRAMr"
(2) #5 RODS
WALL SECTION 13
RUBLE 2X4 PT STUD
8" CMU
1/2"x6" J-BOLT �a}24" O.C. #5 VERTICAL IN FILLED CELL
OR EQUAL.
2X4 STUDS @ 16" OC
(UN.O.)
LOAD BEARING 04L
E MMIOI(WALL
2X4 PT PLATE
FRAME WALL TO CONCRETE WALL CONNECTION
SEE DETAIL S2-2
"U" BLOCK W/ (1) O CANT.
13CAST LINTEL W/ (2) #5 CONT
UM FRAMED WINDOW W/ SCREEN
M WINDOW SCEIMULE AND
EVATIONS FOR DESIGNATIONS)
X8" "1J BLOCK FILLED
(2) #5 CONT. AND STD
D' HOOK INTO ADJACENT
ERTICAL FILLED CELLS
UR-O-WALL RIM -IF
✓ERYOTHERCOURSE
TYP. SHEARWALL
WINDOW DETAIL g
NOTCH LINTEL WHERE REQUIRED
NOTES
1. FILL LINTEL AND ALL CELLS ABOVE LINTEL.
2. VERIFY THAT ALL REIIQFORCEMEI- ' HAS BEEN PLACED PROPERLY.
3. SEE LINTEL SCHEDULE ON FLOOR PLAN FOR ADDITIONAL INFORMATION NOT SHOWN.
TYPICAL LINTEL ASSEMBLY 14
n vrvun♦�r
SIIIIPSON ST.
WITH
(9 TO POST AND 9 T
LANAI POST TO BEAM CONNECTION 20
NOT TO SCALE
FIx® GLA
MANUFACIM
2X6 CRIPPLES
12" ANCHOR BOLTS @ 24" OC TYP.
W/ 2" X 3/16" PLATE WASHER (MIN
6" EMBEDMENT) OR EQUAL
2X6 PT BOTTOM PLATE
87X16" FOOTING W/
(2) #5 RODS
PPSONA � E (SEE UPLIFT SCEFI DUTA
TRUSS ABOVE
RATES NOT SNUG TO TRUSS
)OUBLE TOP PLATE
3) PLY 117/8" GANG -LAM
/2" PLYWOOD SHEATHING
Id COMMON @ 4" OC EDGES
9 COMMON ® 12" OC FIELD
70UBLE 2X6 STUDS
NOTE ANCHOR PRAMB TO BLOCK, W/
ER. CA -I 1 R1A" OF! *-NW
C3) 2X12 & PLYWOOD SILT.
(SIINPSON L890 ® EACH SIDE OF
MITRE)
SIM[PSON SP1 BOTTOM OF EACH STUD
TYP. SECTION
• THRU BUTT GLASS 3
FRAMEWALL • REQUIRED AT LOAD BEARING WALL
(2) ROWS 16d NAILS
STAGGERED ®16" OC
EACH FACE OR (3) ROWS
16dNAIIS STAGCARM ® '
16" OC FOR 2X10 OR
GREATERHEADFR
16IINAILS ®16"TYI OC
SEE SEPERATB SHEET
FOR UPLIFT CONNECTIONS
X): 1, 11
DOUBLE TOP PLATE J
SIMPSON SP2 CONNECTOR
SB41WN SPl @ BOT. EA. STUD
2"x P.T. PLATE
INSULATION
CEU.RNO: 5/8" DRYWALL OR
IL Vr CEING BOARD
2" 1DRYWALL TYP.
2"x4" STUDS (MIN) ®16" O/COCK (2) ROWS 2X BLING (a)3:dPOINTS OVER 8- HT.
/ (1) ROW @ MIDPOINT TO r-v MAX. HT.
1/2" DIA ANCHOR BOLT (& 24" O/C
-W/ 2" DIA x 3/16" PLATE WASHER TYPICAL
(MEN. 6" EMBEDMENT) OR EQUAL.
/- W WF
0
I
(2) #5 RODS
4L-4dl.__
TYPICAL LOAD BEARING INTERIOR WALL 9
SEE 14/Sl FOR ADM V TFNO
T OT SHOWN.
SE SIT. SB1IFTFOR
UPLIFTOONN80TORS
ELEVATION PER PLAN
SIMPSON ST-22 W/ 111-16d NAILS
(SEE Sat FOR TYPICAL CORNER) U.N.O.
CBU 6x6
FOOTING - SEE POLMA71ON PLAN FOR
SIZE AND REINFORCING
PRE ENGRgEERED TRUSSES
LVL BEAM (SHE PLAN FOR SIZE
AND PLYS) W/ STUCCO FINISH
6"x6" P.T. COLUMN.
PLAN VIEW
LANAI DECK
f// I
TYPICAL 6X6 LANAI POST DETAIL, 15
DOUBLE 10d NAILS EACH
SIDE OF SPLICE
TOP PLATE SPLICE
10d NAILS ® 8" OC
LOWER SPLICE OVER
STUD
NOTE: PLATE LENGTHS MUST BE
AT LEAST W-V TONG, TYPICAL
TOP PLATE SPLICE DETAIL 21
DEL.2"X4"
CRIPPLE STUD
TYPICAL, ULNA.
INT.HEADERSCHEDULE
OPENING SIZE
HEADER SIZE
UP TO YI
2 - 2"x6"
Y-5" TO 5'-4"
2 - 2"x8"
S-5" TO 8'�i -
2 - 2"xlo"
8'-7" TO 12'-6"
2 - 2"xl2"
2-SIMIPSON LSTA18'
SIMIPSON SP2 •
- --�� CrYPI
DOUBLE HEADER W/ 1.12"
FLUCH PLATE
2"x4" STUDS TYP.
BLHCILT/ii^:�Y" iOR
W/ 6" EMBEDMENT U.N.O.
P.T. BOT. PLATE
HEADER DETAIL'
WPL IFT CONNECTIONS) • 4 )
INSULATION
CBII.ING 518" DRYWALL OR
TOP PLATE 12" CEUI NG BOARD
12" DRYWALL TYP.
l 2"x STUDS @ 16" O/C
2"x P.T. PLATE
TYPICAL NON -LOAD BEARING INTERIOR WALL
DOUBLE GIRDER
TRUSS
(2) SIMPSON M772838's W/
24-10d X 112" EACH
DOUBLE 2X TOP PLATE (TYP)
(1) 3/4" BOLT
3/87M In"X10"PLATS / 2 1 1/4"
3 12" DIA STD. STEEL PIPE
2X STUDS @ 16. OC
3/16" .TYP
i 3A"X3"X9- PLATE
SLAB BEYOND \ NONSHRINK (TROUT
(2) MI- ANCEFOR BOLTS
ROUND STEEL PIPE COLUMN DETAIL 16
FILL CELL -
7.WOHOOK �CONT #5 BAR
BOND BEAM
STD. 90" HOOK
CONT. #5 BAR \
SEE SEP. SE= FOR
UPI/Fr CONNECTO�
ELEVATION PER PLAN
-BUILD OUT BEAM TO MATCH
COLUMN
LVL BEAM (SHE PLAN FOR SIZE
AND PLYS) W/ STITCCO FINISH
"-X 16- CMU W/ (4) #5 ROD VERT.
IN CONC. FJII]M M I -ARCHITIBCITRAL
LOWISH EXTERIOR
(2) SIMPSON HETA-20 W/ 10-10d NAILS U.N.O.
ao
PLAN VIEW
FOOTING - SEE FOUNDATION PLAN FOR
SIZE AND REINFORCING
TYPICAL 8"X8" CMU LANAI COLUMN DETAIL
C04M OF WALL
2-]6d
EA -1 TRUSS\ 2X4 RAT RUN ON EACH SIDE
\ of WALL
PRE-ENGINEERED ROOF TRUSSES
SEE UPLIFT SCHEDULE FRO TRUSS
SIMPSON SP2 (a) �
ANCHORS
TOP OF EACH STUD
SIMPSON SPl (a) BOTTOM
DBL 2X4 (MIN) TOP PLATE
OF EACH STUD
2X4 (LAIN) STUDS ®16.00
2X4 QR N) PT BOTOM PLATE W/
12"0 X 8" ANCHOR BOLT &
2" X 3/16- WASHER Q 48" OC
KNEEWALL ABOVE MASONRY
WALL DETAIL,
6
12 j PY&LQ7INNPJ m W00DT1S mo w OC
DOUBLE 2"x4" TOP PLATE
2-W #2 SPF STUDS 016. O.C.
CRICKET AS REQUIRED
SIMIPSON SP4 EA. MI UD''
/
1/1" CDX OR VIV OSB SHEATHINO
FASTENED TO TRUSSES WITH Sd
WIRE NAILS @4"O/C BOUNDARIES
-
6- O/C EWES It S- O/C FIRLD
SRdPSON SP4 ®EA. STUD
2"x P.T. PLATE
MAIN SPAN TRUSS
SIMPSON MAS @ 16" O.C.
OR 1/BO WEDGE TYPE
UPLIFT COINNE(.TOR(SEE SCIMDULE)
ANCHOR BOLT @ 24- D.C.
W/4" MIN. EMBEDMENT
grlxrx16' K0. BLUX W/ 1 is COMT.
AMFSJRIW/N MC0K0 ffi
1!5YT911',Mcw_PNBD
W/S'm.90" BOOK BN xo. BLOC%
KNEEWALL ABOVE MASONRY WALL DETAIL
6
SIMPSON CONNECTOR (EBB UPLIFT SCHEDULE,
SEPERATE SHEET)
I
i TRUSS ABOVE
SIMPSON A34 CONNECTOR
W/ 8-8d X 1 V2"
SIMPSON SP2 ®EVERY
OTHER STUD
WOOD FRAMED EXTERIOR
12- PLYWOOD NAILED W/ 8d / WALL
NAILS 8 4" OC BOUNDRIFS, 6" F=
OC EDGES, AND 12" OC FIELD LL
MANUFA(
EXTERIOR WALL CONNECTION @
NON -LOAD BEARING LOCATIONS 11
DBL. STUD &
BLOCKING
% DBL 2X TOP PLATE
B-B 1XloWOOD SILL
(2) 8XSX16 CMU e
10d NAILS/ VIEW A -A
8" O.C.
TYP.
16' BL❑CKING @ TOP & MIDDLE
A A 16d NAILS INTO
BLOCKING FROM EACH LAP DBL TOP PLATE
SIDE W/ 4-10cd NAILS FROM (2)#sCONT.
TOP
VIEW B-B
TYP. 3 STUD CORNER DETAIL 2 S
WINDOW FASTENING - MASONRY
1. USE MANUFACTURERS INSTALLATION) SPECIFICATIONS WHEN OPENING IS LESS
THAN OR EQUAL TO 1 4 ' SPACE BETWEEN THE WINDOW AND THE BUCK
MATERIAL.
2. BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE EXTERIOR JOINT
BETWEEN THE BUCKSTRIP AND MASONRY MUST ALSO BE SEALED. BUCKSTRIP IS
NOT NECESSARY AT THE SILL IF IT IS PRE -CAST. ALL GAPS MUST BE SEALED.
BUCKSTRIPS SHOULD BE PRESSURE TREATED YELLOW PINE, SPRUCE OR
COMPARABLE LUMBER. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A
TAPER, OR BEVEL ON (THE BUCK IS ACCEPTABLE IF THE WINDOW FRAME IS
FULLY SUPPORTED BY THE BUCKSTRIP AT BOTH THE INTERIOR AND EXTERIOR.
3. IF USING 1 1 2 ' THICK OR GREATER WOOD BUCKSTRIPS
(NOT SHOWN): WINDOW INSTALLATION FASTENERS SHOULD BE A MINIMUM ##10 X 1
1 2 ' WOOD SCREWS, INSTALLED THROUGH THE WINDOW INTO THE BUCKSTRIP.
WINDOW MAY BE SHIMMED AS NECESSARY, PROVIDED A MINIMUM SCREW EMBEDMENT
OF 1 1 4 ' IS MAINTAINED IN THE BUCKSTRIP. WINDOW FASTENERS SHOULD
BE LOCATED A MAXIMUM OF 4- FROM EACH CORNER AND MAXIMUM OF 18. O.C.
IT IS RECOMMENDED THAT FASTENERS NOT BE INSTALLED THROUGH THE SILL OF
THE WINDOW. THE ACTUAL SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS THAN
1 1 2 X 2 1 8 '. BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM
3 16 ' X 2 3 8' MASONRY SCREWS, TO MAINTAIN 1 1 4 EMBEDMENT,
18' O.C. 8 4' FROM EACH END.
it I I I
wn'm0w oPENmG
o m
SLATES NOT SNUG TO TRUSS
)OUBLE TOP PLATE
3) PLY 117/8- GANG -LAM
W 2X BLOCKING
2" PLYWOOD SHEATHING
d COMMON ® 4" OC EDGES
d COMMON (a3 12" OC FIELD
DCIUBLB 2JL6 STUDS
NOTE: ANCHOR FRAME TO BLOCK W/
1/2" DIA "J" BOLTS @ 24" OC MAX
VERTICAL
112"CONCPAVERBLOCK
TYP. SECTION THRU
-4_ BUTT GLASS
MASONRY WALL
LENGTH
SAFE LOAD- POUNDS PffitI]NEALFOOT
! UNFILLED FILLED
811 8"x16" FILLED
W/1-415 T&B.
4,- V (48") PRECAST
2029
6039
V-6" (54') PRECAST
1651
6039
S-V (64') PRECAST
1184
5057
5'-IU" (70') PRECAST
972
4144
6-6- (78") PRECAST
937
3396
T-6" (90') PRECAST
767
2610
91-4" (112-) PRECAST
573
1818
100S" (126-) PRECAST
j 456
1541
11-4- (136') PRECAST
j 445
1365
12--0" (144-) PRECAST
i 414
1254
13'-4" (160') PRECAST
362
1076
14W (168-) PRECAST
383
1003
141-V (176') PRESTRESSED
N.R.
1370
15'4" (184') PRESTRESSED
N.R-
1250
1714" (208') PRESTRESSED
N.IL
950
1914" (232') PRESTRESSED
N.R..
750
2114" (256-) PRESTRESSED
N.IL
940
221-V (264-) PRESTRESSED
i NAL
870
241-0" (298-) PRESTRESSED
I N.R..
720
i
OR PRECAST SILL. - ABOVE INFORMATION IS BASED ON CAST-C RETB VHCP CORP.) BRAND LINTELS.
- BASED ON TESTS CONDUCTED BY WM41M F. ROSCH, P.E.
- PRECAST LR IIS MAY BE SUPPLIED BY CAST -CREPE OR OTHER BUILDING CODE APPROVED
PRECAST MANUFACTURERS.
12'-0- MAX. -N.R.-NOT RECOMMENDED.
WINDOW BUCK DETAIL 1 % CAST-CRETE PRECAST LINTEL SAFE LOAD TABLE
PC CONIC SILL
C.M.U.
l�
lx4 PT. (TYP) ` Fr WINDOW BUCK ATTACHED
W/ 1/4"x 2-12" TAPCON SCREWS
®18" O.C. THRU WINDOW FRAME
SIM DETAIL 82-2 FOR AND BUCK AND PL 2OW OR
FURRING AND INSULATION EQUAL GLUE OR SIM 17/52
FOR 1-12" BUCK
05 CONT FROM FOUNDATION
TO HIGHEST BOND BEAM
BOND BEAM STEP 2
TYP HORIZONTAL SECTION THRU WATDOW
2�
FILLED CELL W/ #5 VERTICAL
W YELLOW PINS JAMB
12 GA. GALV. STIEM TRACK
BRACKETS PASTENED TO WOW JAMB
WITH ONE 5/16"xl-5B" LAG SCREW
PER TRACE: BRAC%Ef.
2" GALV. STE33L TRACK FASTENED TO
12 GA. GALV. STEEL TRACK BRACKETS.
TRACK.ATTA(2IBD M EACH BRACM
WITH O1NE V4"x5/&• DOLT & NUT
OR TWO 1/4" DNA. RIVETS.
1/rO x V 'J' HILTS 016' O.C. OR
1/2' X 6' WEDGE TYPE ANCHOR
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
�20 OA. MIN.OALV. STBti<. END STILE
20 OA. GALV. STE il, INTER. STAB
�-7/16" LD. ROUND PUSIINUT 18 GA. OALV. STBBI, CENTER UNGE
PASTENER(ONEPERROLUM), FASTENED TOINLER.STILES W/(4)
#1 lx"" SHEET METAL SCREWS.
U GA. GALV. STREI- ROLLI?x TINGES
FASTIRM TO END SOLES PAC H W/(4)
#14x%l SEMSTM 3TAL SCREWS AND
(4) 1/4"x3/4" SELF TAPPING SCI M PER END BINGE.
2- DLL. SHORT STEM, 10 BALL STRBL ROLLER.
SEE MANUFACTURER INSTALLATION INFORMATION
FOR GARAGE DOOR TRACK MOUNTING DETAIL
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7 of 8 S2
STEMWALL
TYPICAL
SINGLE STORY
WALL DETAILS
---
DETAIL DESCRIPTION
S3-i INDEX
S3-2 UPLIFT CONNECTORS FOR HIP FRAMING
S3.3 UPLIFT CONNECTION CROSS-REFERENCE
S3.4 TRUSS BRACING OVERLAP DETAIL
S3-5 I CROSS BRACING DETAIL
S3-6 TYPICAL GABLE END TRUSS BRACIN&W
S3 7 TYPICAL GABLE END TRUSS BRACING-FR
S3 8 SCISSOR TRUSS W/DROP CEW NG BRACIV
•ING PLAN
DETAM
SIMPSON STRONG TIE
CONNECTOR
CAPACITY
FASTENERS
META20
1500
14-1Od X 1 1/2"
BETA20
1890
16-10d X 1 1/2"
H2.5
415
10-8d
HS
455
8-8d
H7
930
14-8d
HTT5
3480
18-16d NAILS & 5/8" DIA. BOLT.
MAS
1005
6-lOd Xl 1/2"
HD2A *
2775
5/8" 0 BOLTS
HD5A *
3705
3/4" 0 BOLTS
HD6A *
4405
7/8" 0 BOLTS
LUS26
930/1040 **
8-1 Od X 3"
HUS26
1550/3205 **
20-16d X 3 1/2"
ITUS28
2000/3775 **
30-16d X 3 1/2"
A35
450
12-8d X 1 1/2"
MTS12
1000
14-10d X 3"
MTS16
1000
14-lOd X 3"
NITS:
1000
14-lOd X 3"
* MINRSUM 3" MEMBER
** REACTIONS ARE FOR ROOF LOADS ONLY
•* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE
OF THE REUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
l J USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL)
@ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS
1 UPLIFT CONNECTORS FOR HIP FRAMING0,2
2'-1 1/2"
OVERLAP TRUSS BRACM
AT LEAST ONE TRUSS SPACE OVERLAP
T
MD4INSUM (2)
12d PER JOINT � 1X4 TRUSS PRE-ENGINEERED
BRACING WOOD TRUSSES
(SEE S3-11 FORLOCAITONS)
TRUSS BRACING OVERLAP DETAIL j
`4
MINIMUM 2X4 CROSS BRACING
(SEE 6e-1 FOR LOCATIONS)
\ CONTINUOUS BOTTOM CHORD \ (2)16d Pffit JOINT
BRACING IX4 MIN. (SEE 83-11)
CROSS BRACING DETAIL r 1
RACKNAIL W/ (2) 16d NAILS
SEE SCHEDULEFORSHEATHING L NOTES NDETAIL IUNG CABLE END BRACING DETAIL
2"x4" OUTLOOKER, @ 24"
/ O/C. OR SEE 12/33.
cl
SIMPSON H2.5 OR QUAL
0 EA OUTLOORER
"BRACIN
—'L"BRACETOOMM
EE 53-11)
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
C G
SHEATHING ATTACHED W/
I0dNAHS@6"OCEDGEs
iE 0
1)
& 12" OC FIELD
SIMPSON HETA20 OR EQUAL
@ 6'-0" O/C TYPICAL
l
1/2"0 ANCHOR BOLT
\
@ 48" OC
216"PTSU I I I I I \ I T--
\\ GYPSUM WALL BOARD CONT. BEARING
"L" BRACING DETAIL
S3
2"a4" BLOCKING ®48" 0/C �\
%"BRACE
ATTACHED W/ 10d NAILS
(d, 4" O/C TYPICAL tad "L" BRACE ATTACHED W/
lOd NAILS @ 4" OC WHEN
"L" BRACING REQUMMENTS
WIND SPEED 102 MPH MEAN WALL HEIGHT UP TO 30'-0"
STUD
SPACING
NO
%"BRACE
(1)2c4"
"IPBRACE
(2)TW
"L"BRAM
(2)r&
VBRACB
IF,
(Mr-P-s
IMP -row,
F-r-IZ4r
12-0"-19-0'
14'
0-0-4'0'
M-0"-T-0'
T0"-10-0"
10'.r_14'-0"
SEE
BACKNAM W/ (2)16d NABS
SEE STRUCTURAL NOTES AND NAILING
j SCHEDULE FOR SHEATHING DETAIL
2"xV OUTLOOKER
@ 24. 0/C
(SEE
\_SIAPSON 1115 OR
AL
® EA OUTLOO
oo
2'-1 /2"
CING
r.(X.
24" MAX OH
oo 11)
"L" BRACE TO EXTEM
SIMPSON HG
AT LEAST 909E OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
SHEATHING ATTACHED W/
lOd NABS @ 6" OC EDGES
& 12" OC FIEM
) 3
�
ATTACH "T" AND "L"
TOGETHER W/ SIMPSON H2.5
SIMPSON LSTA9 @ 4V OC
/
\\`
SIMPSON SP2 @ EACH STUD
WALL STUD (SEE TYPICAL
\\
SECTION)
\ DOUBLE TOP PLATES
GYPSUM
WALL BOARD
"L" BRACING DETAIL A&B
.
2"x4" BLOCKING @ 48" O/C
4k
2J(4 "T" $RACE
Sn1�soN H2.5
V BIA1B ATTACHED
W/ NABS
O
4" O/C TYPICAL
L
2nd "V BRACE ATTACHED W/
Yk
lOdNA1L3 ®4.00 WHEN
GABLE TRUSS WEB
DOUBLE BRACE REQUIRED
J
NOTES
1. 2'R4" PANEL BLOCKING @ 48" OC FOR THE PIRSf (4) ROWS OF TRUSSES
FROM EACH END TYPICAL BOTTOM CHORD ATTACHED W/ (2)16d TOENAILS.
2- TOP CHORD MDOW40 FOR FIRST (4) ROWS OF TRUSSES @ EDGES
OF SHEATHING.
DOUBLE BRACE REQUIRED. NOTE: %' BRACE MUST EXTEND AT LEAST 90"/" OF WEB LENGTH
GABLE TRUSS WE SEEA.1/S3.
NOTES TYPICAL GABLE END TRUSS BRACING 6
1. 2"X4" PANEL BLOCKING (aj 48" OC FOR THE FIRST (4) ROWS OF TRUSSES
FROM EACH END TYPICAL BOTTOM CHORD ATTACHED W/ (2) 16d TOENAILS. MASONRY WALLS
2. TOP CHORD BLOCKING FOR FIRST (4) ROWS OF TRUSSES 0 EDGES
OF SHEATHING.
CE-NAII.S. CONNECT EA END
ONNETO RIDGE RAF CT EA END OF TOP CHORD TO 2X6 RIDGECONNECT ,
BOARD W/ (26d NAILS OBOARD R (�3) GLTN NAILS OF RIDGE /(4RAFTEI16di TO VALLBYIRDBR TR 3
CONNECT 2X6 RAFTER TO RIDGE OR ROOF PLANE W/(4)16d TOE.NATIS.
BOARD W/(3)16d TOE -NAILS 12 (6)16d COMMON OR
VARME (7) GUN NABS EA. IIVD
3 11
16d NAILS OR ++
12 1 4.5-7 �4; GUN NAILS (TYP.) 1/2 HBIG OF VALLEY
—-
SPAN/2 Id SPAN/2
WBRACING 48" O.C.
CONTINUOUS FIXED LOCATION
ATTACHED W/ 2-10d @ EA. TRUSS
UP TO 10' OVER 2 SUPPORTS
2X4 3P #3 RIDGE
o C. MAX® SPAN UP TO 10'
x
E gp 2X6 SP. #2 RAFTER ++ TOP CHORD: 2X6 SP #2N • BEARING TO BE SUPPORTED THROUGHOUT
#3 CRIPPLE **BOT CHORD: 2X6 SP #2N ENTIRE LENGTH BY 2' O.C. TRUSS & DIAPHRAGM
SCABBED TO SYSTEM CONNECT TO EA SUPPORTING TRU59
��� (3) 16d NAILS TOP CHORDS TOP CHORD BELOW W/SI#pSON LTS12 AND lOD NAILS
TOE NAILS ) \
TOENAILS \ �l
-0" O.C. MAX,
4X2
ei NJ El (J &-24" O.C.'-U IN
ICK REQ. IF RIDGE BOARD
IS NOT SUPPORTED (DIRECTLY) Ir2n>ax = 75": NO BRACE gEQ ON CRIPPLES)
IISS BELOW. CONNE�OIT TO lrn2ea = 9B 2X4 T BRACE OR SCAB BRACE ggp ON
G W/8d OR GUN NAILS @ 2' O.C. CRIPPLE(S): SP#3. FULL LX NGTH. FASTEN W/16d
NAILS @ 4 O.C. OR W/GUN NAILS @ 3" O.C. NOTEr IN ADDITION TO TOE -NAILS
SPAN GREATER THAN 10' BW�TVBELOW USINGSIHIPPSON
OR LISP LTSt2 VITH 10d NAILS.
TYPICAL CONVENTIONAL FRAMED VALLEY
TOE -NAIL CONNECTION A�
VALLEY SPAN
NUMBER OF NAILS & TYPE
20'
16'
('n 16d COMMON
(5)16d COMMON OR (6)GUN
12' AND LESS
(4)16d COMMON OR (SXiIJN
COSMETIC DROP CHILINIG
FRAMING
"L" BRACE W/ IOd @ 4" O/C
STUDS @ 16" OC
"L" BRACING REQiTIItMENT
WIND SPEED 102 MPH, MEAN WALL BRIGHT UP TO 3OF-W
STUD
SPACING
(1) 2"X4"
L" BRACE
(2) 2"x4"
IL" BRACE
(2) 2"x6"
"M BRACE
(2) 2"x8"
"L" BRACE
16"
0'-0" - 4'-5"
4'-5" - 8'-0"
W-W' - 12'-0"
12'-0"
24"
0'-0" - W-O"
4"-0" - T-O^
10'-O"
NOTE: "M BRACE MUST EXTEND AT LEAST 90%.OF WEB LENGTH
TYPICAL GABLE END TRUSS BRACING
SCISSOR TRUSS
FRAME WALLS
2X4 BRACING @ 4V OC CONTINUOUS TO
RM LOCATION ATTACHED W/ (2)10d
@ EACH TRUSS - NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
BOTTOM CHORD)
SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL
WIND SPEED 145 MPH, MEAN WALL HEIGHT UP TO 3O'-0"
GABLE END DETAIL -VAULT CEILING
MASONRY WALLS
RIDGE LINE
+
+ +
+
+ +
t
+
+
+
+ t
+ +
+
+
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+ o +
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+
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+ + + + +
WRING SHANK NAILS @ 6" OC -
+ + +
r OC @ GABLE ENDWAU OR
GABLE TRUSS
Ed RING SHANK NAILS @ 4" OC EDGES
8d COMMON NAILS @ 6" OC INTERMEDIATE
NOTE:
1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS.
2. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED
AND OCCUR OVER FRAMING MEMBERS
ROOF DIAPHRAGM NAILING SCHDULE - 145 MPH ZONE
a
ZU MAR
7I" BRACE (SEE DETAIL 33-5)
\
CONTINUOUS BOTTOM CHORD
BRACING 1X4 MIN. (SEE DETAIL S3-4)
o
�;f
n
b
0
r
/
X
o
\K
�i1 n
a
n
X
M
n
/
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NOTE:
1. SEE TRUSS MANUFACTURER'S TRUSS ENGINBERMG CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MAY BE REQUIRED.
2. T" BRACING MAY BE USED IN PLACE OF PERMANENIT BRACING PROVIDED IT EXTENDS OVERAT LEAST
92%OF THE WEB.
nwr+vwrwrr ai Mi "u v1�.
(21/2" LAG BOLTS
OC TYPICAL
2X4 OUTLOOKERS Q 24" OC
W/ (2)12d PER JOINT
ZX4 RUNNERS
TOP AND BOTTOM CHO
GABLE END BRACING @
48" OC MAX FOR FIRST
(4) ROWS OF TRUSSES
NAND" PERMANENT TRUSS BRACING PLAN 11)
N.T.S.
3'-0" MINIMUM AND 2'-O"
HIGHER THAN ANY HORIZ.
POINT WITHIN A
IO'-0" RADIUS
GALV METAL
FLASHING',, a'
ALTERNATE NON -DROP GABLE END DET
SEE 6/S3 FOR ADDL GABLE BRACING REQ'D. 1 2 CRICKET
DRIP
FASCIA
3/4" X 2" PT
STUCCO STOP
TYPICAL 0" GABLE ROOF OVERHANG 13
� �80D7 Rs
@BA�rBL.OlZIIiO.
a-•3R MR co maxi i
SECTION
ATTACH BLOCKING TO
TRUSSES W/ SIMIWN
A34 ANGLE TYPICAL
CRICKET
428U9®S(1'OP dtadllU6S C@DYD)
(2)16d'1' ENAllB
na'a awCa 15DQ)3R
V � ® � taro
12 2'a 4 *-� (2)12a
L2 20 PAt',IE28S188w�.
PRE-FAB CHIN04SY CAP
FLASHING
2X4 BLOCKING - SEE MANUFACTURER'S
SPECS FOR MINIMUM DISTANCE
EXTERIOR F94M
SIMPSON H5 @ EACH JOINT TYP.
BLOCKING @ MID -POINT WHEN
jCHM IBY EXCEEDS 6'-0" IN HEIGHT
It2" SHEATHING ORO.S.B.
2X4 STUDS @ 16" OC MAX
PRH-FAB CIMINEY
/GALV METAL FLASHING
i TRUSS TOP CHORD
SIMPSON MTS12 @ EACH CORNER
DOUBLE 2X4 BLACKING
SLOP SIMPSON MTS12 @ EACH CORNER
PRE-ENGINEERED
/ WOOD TRUSSES
2X4 @ 16" GC MAX
PRE-FAB
CBS / 2X4 BLACKING TYPICAL
�A J
.TWESES `M,
x„ PLAN VIEW TYPICAL CEMIANEY DETAIL
- 15
GABLE SECTION - VAULT CEILING 14
THIS DETAIL DO NOT APPLY TO THIS PROJECT IF THERE
IS NOT FIREPLACE CALL FOR ON THE FLOOR PLAN
CONNECTION
FASTENER(S)
QUANTITY / SPACING
LEDGER STRIP
16d COMMON
3 AT EACH JOIST
SOLEPLATE TO JOIST OR BLOCKING. FACE NAIL
16d COMMON
IrO.C.
TOP OR SOLE PLATE, TOE NAIL
16d COMMON
2
STUD TO SOLE PLATE. TOE NAIL
Bd COMMON
4
DOUBLED STUDS, FACE NAIL
10d COMMON
24"O.0
DOUBLED TOP PLATES. FACE NAIL
10d COMMON
161O.C.
CONTUOUS HEADER. TWO PIECES
16d COMMON
16"O.C. ALONG EACH EDGE
CONTINUOUS HEADER TO STUD, TOE NAIL
Bd COMMON
3
U8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL
8d COMMON
2
OVER 1X8 SHEATHING TO EACH BEARING. FACE NAIL
8d COMMON
3
BUILT-UP CORNER STUDS
16d COMMON
240O.C.
BUILT-UP GIRDERS AND BEAMS UP TO THREE MEMBERS
20d COMMON
32" O.C. AT TOP AND BOTTOM AND STAGGERED, 2 ENDS AND AT EACH SPLICE
1W GYPSUM SHBATEBNG
11 GA 1 112" GALVANIZED 7/16" HEAD
4" O.C. AT EDGES, 8" O.C. AT OTHER BBARBNOS
Sr GYPSUM SHEATHING
11 GA.131C GALVANIZED 7116" HEAD
4" O.C. AT EDGES, 8" O.C. AT OTHERBLU24M
lrr GYPSUM WALLBOARD
13B" DRYWAUNAII,
r O.0 ON CJ?IILNGS, r O,C.ONwAw
SIB" GYPSUM WALLBOARD
1 M" DRYWALLNAI,
r O.0 ON C� ING3, 8" O.0 ON WAUS
HARDBOARD LAP SIDING, DIRECT TO STUDS
8d CORROSION RESISTANT WITH MINIMUM SHANK16"O.C.AT
DIAMETER OF 0.099 INCH AND MINIMUM HEAD
DIAMETER OF 0.240 INCH
TOP AND B07TOMMOBS
HARDBOARD LAP SIDING, OVER SHEATHING
10d CORROSION RESISTANT WITH MINIMUM SHA
DIAMETER OF 0.099 INCH AND MINIMUM HEAD
DIAMETER OF 0.240 INCH
K 16" O.0 ATTOP AND BOTTOM EDGES
HARDBOARD PANEL SIDING, DIRECT TO STUDS
6d CORROSION RESISTANT WITH MINIMUM SHAN<
DIAMETER OF 0.092 INCH AND MINIMUM HEAD
DIAMETER OF 0.225 INCH
6"O.C.ATEDGES, 12"O.CATINTERMEDIATE SUPPORTS
HARDBOARD PANEL SIDING, OVER. SHEATHING
8d CORROSION RESISTANT WITH MINIMUM SHAN
DIAMETER OF 0.092 INCH AND MINIMUM HEAD
DIAMETER OF 0.225 INCH
6"O.C.ATEDGBS,12"O.CATINTERM®IATESUMOUS
GENERAL NAILING SCHEDULE 16
V
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