HomeMy WebLinkAbout38833 10th AveREVISIONS
I NO I DATE I DESCRIPTION I
All elevations drawn are for "illustration" purposes
only. For "actual" elevation construction, consult
construction drawings and structural details for
additional information.
/ MOP F-X I S)-r .,
N &WO t),=V 7
RIGHT SIDE ELEVATION
f-7 i if % Ir— a 1--r-
EY151- FIZO P
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LEFT SIDE ELEVATION
Fiberglass shingles over 30 lbs felt over 1/2" plywood
sheathing or "opf'7/16" OSB sheathing with roof
structure spaced no more than @ 24" o.c.. See roof
framing layout and connection schedule for additional
information..
FRONT ELEVATION
SCALE: 1/4" = 1'- 0"
NOTE:
Approx. proposed roof pitch: 4 / 12 "MUST" be field verified by truss manufacture
before production of roof trusses.
Proposed finish ceiling height: 8'- 0" (rnin.) Contraclor0MUST"fieW verity and
match existing ceiling height on SFR.
All door and window header heights to start at: 6'- 8" Contractor "MUST" verify
"ALL" lintel height locations with owner before construction begins.
Truss company "MUST" field verify all existing roof conditions, roof sk)pe, overhang
bearing points, tiein, etc. before engineering and manufacturing of roof trusses.
Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans
assurnes no responsibility for errors in production of roof trusses due to negligence
to conduct proper and accurate field inspection by truss manufacture and
dimensioning.
EXTERIOR FINAH:
Match existing vinyl siding, over a water resistive
"Tyvek" vapor barrier, over 1/2" cd-x plywood
sheathing that is nailed with 1 Od x 1 1/2" nails @ 6"
o.c. edges and 12" field, over 2 x 4 exterior wood
studs @ 16" o.c. with R - 13 insulation between and
finished with 1/2" drywall on the inside. Water
resistive barrier in accordance with Section R703.6.3,
of the FBC 5th Edition 2014 Residential.
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Im-
REAR ELEVATION
11
E-X
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Contractor MUST field verify and match all existing
conditions including roofing material, exterior finish
paint colors, and soffit / fascia board. Truss company
is responsible for verifying and matching existing roof
pitch and overhang.
,/ Ex I $T N PZO P
N S F: Q� 00�
r, a 'or . I -r
SCALE: 114" = 1'- 0"
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JOB NO.
38833 1 OTH AVE
DATE
AUGUST 28, 2016
DRAWN BY
Daniel M. Ossman
SCALE: 1/4" = 1' - 0"
SCALE: 1/4"= 1'- 0"
SHEET NO.
A-1
SCOPE OF WORK:
I REVISIONS I
[-NO I DATE I DIESCR I PTION I
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1. See "WALL LEGEND DESCRIPTION" for all existing and/or new wall locations.
EXISTiNG ROOF & ROOF
STRUCTURE TO REMAIN 2. Contractor to demo part of existing heated area (78 s/f) and rebuild with a new heated
NEW MIN. R-30 BATT or living area (293 s/f) and with a new covered front porch.
BLOWN 1NSULATION IN
ATTIC SPACE 3. Contractor to add additional roof trusses to the existing structure due to existing truss
spacing is approx 40" o.c. or greater.
EXISTING G.W.B. CEILING TO
REMAIN 4. Electrical contractor to rewire the existing structure to current code.
5. Mechanical to install a new HVAC heat pump system, air handier and ductwork.
EXiSTING HEADER & FRAME 6. Plumbing contractor to replace all existing kitchen / bathroom plumbing fixtures and cap
WALL ABV. 10 REMAIN off any unused drains.
NEW CON L #2 2x6
7. List of other items that are to be replaced on said project:
NEW SIMPSON 'SP-2' STUD
PLATE TIE TYP. AT LOCATIONS A. Complete kitchen, bathroom remodel including cabinets and appliances.
WHERE NEW VERT. STUDS
MELT EXIST. HEADER
B. Replace all interior / exterior doors and windows. See window and door schedule for
more information and locations. We will "NOT" reduce the existing egress window
NEW GYP. WALL BOARD ON
NEW FRAMING openings sizes.
NEW #2 26's @ 16" o.c. MAX. C. Patch or replace existing drywall and insulation as needed.
W/ MIN. R-13 BATT INSULATION Exterior frame walls: R - 13 Insulation min.
NEW SIMPSON 'SP-1' STUD Ceilings: R - 38 Insulation min.
PLATE TIE TYP. AT LOCATIONS
WHERE NEW VERT. STUDS 1/2" Drywall on all interior walls
MEET NEW P.T. PLATE
5/8" Drywall on all interior ceilings
EXIST. CONT. 2x6 PLATE REMAINS
EXIST. 26 FRAMING REMAINS D. Install new interior finishes such as baseboard, hardwood flooring, carpet or tile.
E. Paint interior and exterior of house.
EXIST. CONC. SLAB & CONT.
FTG. TO REMAIN
F. Repair soffit and wood facia as needed.
FRAME IN - FILL DETAIL
-NEW #2
2 x 4's @ 16 " o. c,
M A X.
#2 2x4
SOLID
BLOCKING
AS R 1EQ I C.
NEW #2 �-,.T.
2x4 SECURED
TO EXIST.
STUD
W/ (3) EQJALLY
e-
SPACED �" C:a.
x 4 7: long
LAG SCREWS
W/ WASHERS
NEW 'C�ONT. P.T.
2x4 SOLE PLATE
NEW CONT. #2 2x4 CAP
I E
EXISTING
JFR A M E WA L L
TO REMAIN
EXISTING
SOLLE PLATE
TO REVAIN
U / U 1 �-2,1 r,
NEW 'SLAB � EXIST. SLAB/F—G.
SCALE: N.TS.
FRA-ME TO FRAME TIE - IN DETAIL_
SCALE: N.T.S.
(]IF. Repair any damaged vinyl siding as needed.
11. Tear - off and re - roof the existing house with shingles.
1. Tent the house for termites if needed.
DESIGN AND WIND CRITERIA
(FBC 5th EDTION 2014 RESIDENTIAL)
Address-
38833 1 Oth Ave
Zephyrhills, Florida 33542
Basic Wind Speed (V)
150 mph
Building Classification
"RISK" Category 11
Wind Importance Factor (1)
1
Wind Exposure
C
Internal Pressure Coefficient
+/-0.18
(GCpl)
DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT
AND CLADDING MATERIALS
Table 6 - 3B ASCE 7-02
Doors
41.75 psf
Windows
49.25 psf
NOTE:
THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND
INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED
TO COMPLY WITH THE FLORIDA BUILDING CODE 5th
EDITION 2014 RESIDENTIAL, SECTION R 301.2.(l) WITH
A (3 SECOND WIND GUST).
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JOB NO.
38833 1 OTH AVE
DATE
AUGUST 28, 2016
DRAWN BY
Daniel M. Ossman
SHEET NO.
A - 2---1
Framina Layout Notes:
REVISIONS I
NOIDATTFSCRIPTION1
1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic
representation only. It is the responsibility of the General ContracW to make a field
inspection to verify "ALL" existing field conditions including accuracy in dimensions with
Proposed Plans. General Contractor "MUST" certify in writing (the time aid date) that
this field inspection was conducted on and submitted to truss manufacture. If this field
inspection was "NOT" done prior to giving said plans to the truss manufacture, then the
"GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL
MISTAKES" on Pre-engineered trusses that are constructed for said prood. Dwiiel M.
Ossman Drafting Swvice, Inc. "WILL NOT BE HELD LIABLE" for errors nude on any
fran'ting (floor or roof) truss layouts.
2 Upon receMng said plans from the General Contractor ... the truss m&Wfacture
'MUST" make a their "OWN" fielcl inspection to "DOUBLE CHECK" aN existing fold
conclitions, roof sliopes, overhangs, and dinwwrions pnor to the mw%A4ctunng of any / all
trusses. Truss manufacture "MUST" certify (the tirne and date) that this field inspection
was conducted on by their company. This certification must be given to the General
Contractor in writing prior to the manufacturing of any / aN trusses on said project.
3 All thickened slabs / footing on foundation plan are located according to the schematic
truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture
can change these locations due to truss bearing points and "MUST" notify General
Contractor of these changes as soon as possible.
4 All hurricane truss straps specified on said project are to be used unless otherwise
specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie"
(or equal ), unless noted otherwise. Only truss manufacture can change any / or all
truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting
Service, Inc. Truss manufacture must first notify General Contractor in writing of these
changes as soon as possible.
5 Truss design drawings shall be prepared in accordance to and conformance with section
R802.1-6. 1. These documents shall be provided by the truss manufacture at time of truss
delivery and approved by the building official prior to the installation of the roof truss.
(See code section items 1-13).
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ROOF FRAMING LAYOUT
6 This plan as indicated is diagrammatical in nature for permit and contract purposes only.
Any revisions as required by the truss company's engineer as indicated on truss company's
sealed drawings shall superseded this drawing. This also includes truss company's
specified hurricane and other anchors supersede one shown on this drawing.
7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and
table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential.
8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY,
FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSOLE FOR THE
EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED.
ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE STH EDITION
(2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHOD. SEE ADDITIONAL
ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACWG DETAILS. DANIEL M. OSSMAN
DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO
RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW
THE BUILDING CODE FOR GABLE END CONSTRUCTION.
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IConnection Schedule I
Manufacturer
Model No.
Upuft
F1 Product Approval
Location / Use
Name
Number
14
Simpson
ABA"
#"6
FI 10860.2
x 4 bottom post base anchor, with 1/2" anchor
Strong Tie
bolt (min 8") into concrete slab / ftg.
Simpson
Strong Tie
AC4
#980
FI 108W.5
4 x 4 top post anchor to wood beam.
Simpson
Strong Tie
SPI
#685
FI 10466.41
Bottom plate connection to exterior wood stud.
Simpson
Strong Tie
SP2
#1065
FI 10456.42
Double top plate connection to exterior wood stud.
Simpson
WS12
#1000
FI 10456.37
Valley rafter tie - in connector to existing roof
Strong Tie
structure.
Simpson
Strong Tie
LTS12
#775
FI 10456.29
Valley Jack rafter tie - in connector to ridge beam.
Simpson
LTS12
#776
FI 10466.29
Pre-engineered roof truss connection to exterior
Strong Tie
frame wall.
Simpson
H10A
L
#865
FL 11478.4
lbsam.
Pre-engineered roof truss connection to wood
Strong Tie
Note:
1. Any products that are substituted, must "MUSr, or "EXCEED" products specified. Contractor -musr, provide
data to building inspector at time of inspection.
2. It*s the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General
Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum
of 8' - 0" unless otherwise specified by General Contractor.
I
Fatheill 1/2" A& asebor bobs @ 21" o.c.
max. and aN ceivers, mW on ewh side of
aN door and wWow openiog (typ).
Pour new 4" concrete slab with min. 3,000 p.s.i
fibermesh or "opf'4" conc. slab w/ 6 x 6 x 10 x 10
w.w.m. over 6 mil. vapor barrier over termite
treated and compacted clean fill.
'j., 100 1 -0 11
IV &s!b Uri IE-D
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5FR
1619 x 16" x 12" coac pad
w/ -Z - #5 rebars each way
(typ)- V—P L
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FOUNDATION PLAN
Z-il, 99 1 -10 11
11V Nc-> 5 Li r-1
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Dowel and epoxy (2) 16" bmg #5 rebars
$11 Into the exbtkg coac. ftg. and 81' lato
the am come. ftg. (typ).
101 r-% 11
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x 141, conc ft W/
2 - 05 reban ewL w/ a
I" z $I' x1611 coac block
stenwal above or "opt."
12" x M" ummo ft w/
2 - 05 reban cont. "I
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JOB NO.
38= 1 OTH AVE
DATE
AUGUST 28, 2016
DRAWN BY
Daniel M. Ossman
SHEET NO.
A - 3
SCALE: 1/4" = 1'- 0"
SCALE: 1/4� = 1 * - 0"
�y MITT - __
Window and Door Schedule
No.
Type
Size
Notes
I
Door or Window
Manufacturer Name
1
Insulated exterior door
36" x 80"
N/A
Therma - Tru Corporation
2
Insulated exterior door
32'9 X 8095
N/A
Therma - Tru Corporation
3
Single hung window
SH 23
NIA
PGT industries
4 1
Single hung window
SH 24
WA
PGT industries
5
Single hung window
SH 34
WA
PGT industries
6
Single hung window
SH 35
Now fire egress window
PGT industries
7
Interior hollow core door
18" X 80"
N/A
N/A
8
Interior hollow core door
30" x 80"
NIA
N/A
9
Interior hollow core door
32" x 80"
NIA
NIA
10
Interior hollow core bi - fold
door
36" x 8(Y'
NIA
N/A
11
Interior hollow core bi - fold
door
48" x 80"
I
NIA
I
N/A
I
Note:
1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT".
2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS ASSET FORTH IN FBC 51h EDITION (2014)
RESIDENTIAL, SECTION R 301.2.1.2
3. Any products that are substituted, must meet or exceed products specified. Contractor "MUST" provide data to building inspector at
time of inspection.
4. Contractor "MUST" (double check) and field verify all existing openings then coordinate with manufacture before purchasing any doors
and / or windows. Daniel M. Ossman Drafting Service, Inc. "IS NOT" responsible for any errors in sizes, in the door / window schedule.
Match existing vinyl siding, over a water resistive
"Tyvek" vapor barrier, over 1/2" cd-x plywood
sheathing that is nailed with 10d x 1 1/2" nails @ 6"
o.c. edges and 12" field, over 2 x 4 exterior wood
studs @ 16" o.c. with R - 13 insulation between and
finished with 1/2" drywall on the inside. Water
resistive barrier in accordance with Section R703.6.3,
of the FBC 5th Edition 2014 Residential.
N
04
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PROPOSED FLOOR PLAN LAYOUT
12
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Existing concrete block wall to remain.
Existing 2 x frame wall to remain
New 8" concrete block wall. Finish the interior with 1/2"
drywall over min. R - 6 insulation over RT furring strips
For all "exterior walls" use 2 x 4 studs @ 16" o.c. and
finish with 1/2" drywall over min. R -13 insulation. For all
"interior walls" use 2 x 4 studs @ 24" o.c. and finish with
1/2" drywall. Provide min R - 13 insulation for all adjacent
walls or any other locations that are required by code.
Note: At all plumbing walls use 2 x 6 studs to allow for
ventilation plumbing stacks.
Closet maid ventilated shelving
NOTE: Alteration as described herein and shall
be performed are designated as "level 2" per
section 801, of the Florida Building Code 5th
Edition 2014 Existing Building Code Book.
NOTE: Repairs, alterations, additions, changes in
in occupancy and relocated buildings must comply
with all applicable requirements per section 101..
of the Florida Building Code 5th Edition 2014
Existing Building Code Book.
It is the responsible of the General Contractor to make a field
inspection to verify all existing field conditions and measurements
with proposed plans for accuracy, before distributing plans to any
and all trades. General Contractor will be held liable if these
inaccuracies are "NOT" submitted in writing to Daniel M. Ossman
Drafting Service, Inc. before the distribution of plans- Daniel M.
Ossman Drafting Service, Inc. "WILL NOT" be held liable for any
inaccuracies in dimensions with existing field conditions or other
trades on proposed plans.
All exterior masonry and / or frame perimeter walls
are to be considered shearwall segments, except at
door / window openings and wall lengths less than
2'- 8" in length.
State of Florida Energy calculation form overrides
any insulation R - values shown on plans. Contractor
"MUST" coordinate and verify with mechanical
contractor before the installation of insulation
and mechanical equipment.
a
725 s/f Existing heated living area
.78 Existing heated area to be demo
647 sK Existing heated living area after demo
293 aff Proposed heated living area addition
940 s/f Total square footage heated area under roof
32 s/f Proposed covered front porch addition
EXISTING FLOOR PLAN LAYOUT
REVISIONS
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381533 10TH AVE
DAI L
AUGUST 28, 2016
DRAWN
Daniel M. Ossman J
SHE-, N
SCALE-. 1/4" = 1'- 0"
SCALE.- 1/4" = 1'- 0"
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REVISIONS I
N01 DATE I DESCRIPTION1
LE&END
ELECTRICAL NOTES:
6
WV wmz< muer
0
CaL** rM MWMRSOM
1 Provide and install locally certified smoke detectors as required by
National Fire Protection Association (NFPA) and meeting the
C,T 4)
Lwv mvn" ovn.ET
WWW FM
requirements of all governing codes.
ABOVE CaRm TOP
w1b
MMIX OMZT
(D
*,am VVWTOP.
2 Provide and install Ground Fault Circuit - Interrupters (G.F.I.)
MAT1949tom CAOYM
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as required by the National Electrical Code (NEC) and meeting
LWV MVM oinzr
C.042 TV 444K
the requirements of all governing codes.
ORO" FAALT *ff 014ca"M
SMOKM T"M
220V WWA&TY WUrr
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3 Provide and install Arc Fault Circuits (ARC) in All bedrooms
Dpq%T rw
as required by the National Electrical Code (NEC) and meeting
5MZ4&Ty
M
MM UMON
the requirements of all governing codes.
BMTC44
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A4 SWMY
4 Unless otherwise indicated, install switches and receptacles at
4:�p
Maw LOM
the following heights above the finish floor as follows:
E)
Pwcm Com FiXTUFM POWTIOWL
FLOWNW.41W 19XTUPW- 2 LAMNS
[No
Secamy FANI!L
SWITCHES: 42" Above finish floor
y4l"Wr Low
OM
WaPff KEY PAID MPE-MW
OUTLETS: 14" Above finish floor
E=
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TELEPHONE: 14" Above finish floor
0
CAR" MONOXIDE
TELEVISION: 14" Above finish floor
CMW MOW FWM
DETECTOR
1
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WiL Maw MX7W
Air handier is located in the existing house either in
the attic, closet or garage. Under this scope of work,
this unit will remain in it's present location or to be
changed out and relocated. If this unit is to be
relocated, it's new location will comply with the most
current mechanical and / or building code. All new
ductwork that is to be tied into the existing trunk
must use 6" flexcluct (typ).
Electrical layout is schematic only. This electrical
layout hereby complies with the 2011 National
Electrical Code, and the Florida Building Code 5th
Edition 2014 Residential. Electrician "MUST"
coordinate with general contractor and / or owner
before the installation of all fixtures.
Per section R 314.3.1 To all alterations, repairs and
additions. When interior alterations, repairs and
additions requiring a permit occurs, or when one or
more sleeping rooms are added or created in an
existing dwellings, the individual dwelling unit shall
be provided with a smoke detector located as required
for new dwellings; the smoke detector shall be
interconnected and hard wired.
Per section R 315.1 All carbon monoxide detector are
required to be installed within 10'of all sleeping areas.
Detector must be both hardwired and battery backup.
Florida Product App oval
Product Category
Manufacturer
Approval Number
Single Hung Window
PGT Industries
FL 1435.4 R16
Insulated Exterior Door
Therma - Tru Corporation
FL 7640.1 R6
Vinyl Siding
Certainteed Vinyl Siding
FI 12483.1 R3
Asphalt Shingles
GAF Materials Corp
FL 10124 R15
Ridge Vents
GAF Materials Corp
FL 6267 R9
Vented Vinyl Soffit
Kaycan
FL 16503.1 R1
Note:
1. Any products that are substituted, must meet or exceed products specified.
Contractor "'MUST" provide all product data to building
inspector at time
of inspection.
ELECTRICAL LAYOUT
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DRAWN BY
Daniel M. Ossman
SHEEJ- NO,
A - 5
Termite Protection
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STRUCTURAL NOTES:
R 318.1 Termite Protection.
Termite protection shall be provided by registered termiticides, including soil applied pesticides,
baiting systems and pesticides applied to wood, or other approved methods of termite protection
labeled for use as a preventative treatment to new construction. See Section 202, Registered
termiticide. Upon completion of the application of the termite protective treatment, a Certificate of
Compliance shall be issued to the building department by the licensed pest control company that
contains the following statement: "The building has received a complete treatment for the prevention
of subterranean termites. Treatment is in accordance with rules and laws established by the Florida
Department of Agriculture and Consumer Services."
R 318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil
treatment inside the foundation perimeter shall be done after all excavation, backfilling and
compaction is complete.
R 318.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial
chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or
formed.
R 318.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed
out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be
created by using plastic or metal permanently placed forms of sufficient depth to eliminate any
planned soil disturbance after initial chemical soil treatment.
R 318.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be
protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs
before vapor retarder placement, re -treatment is required. Any work, including placement of
reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in
such manner as to avoid penetrating or disturbing treated soil.
R 318.1.5 If soil treatment is used for subterranean termite prevention, concrete over pour or mortar
accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
treatment, to enhance vertical penetration of the chemicals.
R 318.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall
also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure
sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed,
including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical
vertical barrier is applied shall be promptly retreated.
R 318.1.7 If a registered termiticide formulated and registered as a bait system is used for
subterranean termite prevention, Sections 1816.1.1through 1816.1.6 do not apply; however, a signed
contract assuring the installation, maintenance and monitoring of the baiting system for a minimum of
5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to
the pouring of the slab, and the system must be installed prior to final building approval.
If the baiting system directions for use require a monitoring phase prior to installation of the
pesticide active ingredient, the installation of the monitoring phase components shall be
deemed to constitute installation of the system.
R 318.1.8 If a registered termiticide formulated and registered as a wood treatment is used
for subterranean termite prevention, Sections 1816. 1.1 through 1816.1.6 do not apply.
Application of the wood treatment termiticide shall be as required by label directions for use,
and must be completed prior to final building approval.
R 318.2 Penetration.
Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose
containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall
have a maximum wall thickness of 0.010 inch (0.254 mm), and be sealed within the slab using a non-
corrosive clamping device to eliminate the annular space between the pipe and the sleeve. No
termiticides shall be applied inside the sleeve.
R 318.3 Cleaning.
Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the
structure shall be cleaned of all non preservative - treatment or non naturally durable wood. or other
cellulose - containing material prior to concrete placement.
Exceptions: Inorganic material manufactured for closing cells in foundation concrete masonry unit
construction or clean earth placed in concrete masonry unit voids below slab level termite treatment is
performed.
R 318.4 Concrete bearing ledge.
Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total
thickness of the brick, stone pr other veneer which is poured integrally with the concrete foundation.
No supplemental concrete foundation pours which create a hidden cold joint shall be used without
supplemental treatment in the foundation unless there is an approved physical barrier. An approval
physical barrier shall also be installed from below the wall sill plate or first block course horizontally to
embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must
be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier.
Exception: Veneer supported by a structural member secured to the foundation sidewall in
accordance with ACI 530/ASCE 5/TMS 402, provided at least 6 inch (152 mm) clear inspection space
of the foundation sidewall exterior exists between the veneer and the top of any soil, sod, mulch or
other landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or
adding the structure.
R 318.5 Protection against decay and termites.
Condensate lines, irrigation / sprinkler system risers for spray heads, and roof downspouts shall
discharge at least 1 foot (305 mm) away from the structural sidewall, weather by underground piping,
tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eves of
less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above
another roof.
R 318.6 Preparation of building site and removal of debris.
R 318.6.1 All building sites shall be graded to provide drainage under all portions of the building not
occupied by basements.
R 318.6.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all
vegetation, stumps, dead roots cardboard, trash and foreign material removed and the fill material
shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate
support of the foundation.
R 318.6.3 After all work is completed, loose wood and debris shall be completely removed from
under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be
completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction
spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose - containing
material placed in any location where such materials are not clearly visible and readily removable
prior to completion of the work. Wood shall not be stored in contact with the ground under the
building.
R 318.7 Inspection for termites.
In order to provide for inspection for termite infestation, clearance between exterior wall coverings
and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm).
Exceptions:
I . Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directly to the
masonry foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps
only.
3. A 4 - inch (102 mm) inspection space above patio and garage slabs and entry areas.
4. If the patio has been soil treated for termites, the finish elevation may match the building interior
finish floor elevations on masonry construction only.
5. Masonry veneers constructed in accordance with Section R318.4.
R 318.8 Foam plastic protection.
In areas where the probability of termite infestation is "very heavy", as indicated in Figure R301.2(6)
extruded and expanded polystyrene, polyisocya n u rate and other foam plastics shall not be installed
on the exterior face or under interior or exterior grade and exposed earth shall be at least 6 inches
(152 mm).
Exceptions:
1. Buildings where the structural members of the walls, floors, ceilings and roofs are entirely of
noncombustible material or pressure -preservative -treated wood.
2. When in addition to the requirements of Section R318.1, an approved method of protecting the
foam plastic and structure from subterranean termite damage is used.
3. On the interior side of basement walls.
COMPONENT AND CLADDING LOADS (psf)
EFFECTIVE WIND AREA (square feet)
Zone
10
20
50
100
1
+28.5 / -39.3
+26.9 / -38.5
+24.7 / -37.4
+23.1 / -36.6
2
+28.5 / -71.9
+26.9 / -66.2
+24.7 / -58.6
+23.1 / -52.9
3
+28.5 / -71.9
+26.9 / -66.2
+24.7 / -58.6
+23.1 / -52.9
4
+42.1 / -44.8
+40.6 / -43.3
+38.7 / -41.4
+37.3 / -40.0
5
+28.5 / -52.9
+40.6 / -50.0
+38.7 / -46.2-
+37.3 / -43.3
NOTES:
1. For effective areas or wind speeds between those given above the load may be interpolated.
Otherwise use the load associated with the lower effective area.
2. Table values shall be adjusted for height and exposure by multiplying by adjustment
coefficients in table R 301.2 (2) of the Florida Building Code 5th Edition 2014 Residential,
3. Plus and minus signs signify pressures acting toward and away from the building surface.
STRUCTURAL NOTES,
Connection
Joist to band joist, face nail
Joist to sill or girder, toe nail
Bridging to joist, toe nail each end
Ledger strip
Sole plate to joist or blocking, face nail
Top or sole plate to stud, end nail
Stud to sole plate, toe nail
Double studs, face nail
Double top plates, face nail
Continuous header, two pieces
Ceiling joists to plate, toe nail
Ceiling joists, laps over partitions, face nail
Ceiling joists to parallel rafters, face nail
Rafter to plate, toe nail
Built up corner studs
Built-up girders and beams, of three members
Wood Structural Panel / Subflooring 19/32" or 3/4"
Wood Structural Panel / Roof & Wall Sheathing
Gypsum Wallboard
1/2"
5/8"
3 tab asphalt roofing shingles
Fastener
16d common
8d common
8d common
16d common
16d common
16d common
8d common
1 Od common
10d common
16d common
8d common
8d common
16d common
10d common
1 Od common or
1 Od hot dipped galv. box nails
8d common or
8d hot dipped galv. box nails
1 3/8" drywall nail
1 1/2" drywall nail
1 %" min. 11 ga. GaIv. nails
with min. 3/8" diameter head
Number of Spacing
3
3
2
3 at each joist
16" o.c.
2
4
24" o.c.
16" o.c.
16"o.c. along each edge
3
3-16 or 4-1 Od common
3
247'o.c.
32" o.c. at top and bottom and
staggered 2 ends and at each splice
6" o.c. edges and
12" o.c. intermediate
6" o.c. edges and
6" o.c- intermediate
7" o.c. on ceilings
8"' o.c. on walls
7" o.c. on ceilings
81' o.c. on walls
6 fasteners per shingle
CODES:
1. 1. Current edition of The Florida Building Code 5th Edition 2014 Residential.
1.2. Building code requirements for reinforced concrete (ACI 318.06).
1.3. American Society of Civil Engineers minimum design loads for buildings and other
structures Chapter 46 (ASCE 7-10).
2. SOILS:
2.1. Minimum allowable soil pressure 1,500 PSF. See Table R401.4.1 for specific soil
presumptive load bearing values of foundation materials.
3. CONQRETE:
3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight).
3.2. Reinforcing bars: ASTM A615 (Grade 60).
3.3. Welded wire fabric (WWF): ASTM A 185.
3.4. Detail reinforcement in accordance with ACI 315.
3.5. Concrete coverage of reinforcement: Footings 3; bottom and sides.
3.6. Earth supported slabs.- (Including exterior walk and driveway slabs) 3 Y2" thick,
reinforced with 6 x 6 - 10 x 10 WWF at mid depth of slab. Fiber -mesh may be used in
lieu of WWF at contractor's option.
3.7. Concrete operators shall comply with ACI standards.
3.8. Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15".
4. MASONRY:
4.1 Design and construction shall conform to the specification of the National Concrete
Masonry Association and ACI 530.
4.2 Minimum masonry unit strength: fm 1,900 PSI.
4,3 Mortar shall be type "S" or "M'.
4.4 All block cells and cavities below grade shall be filled with concrete when sternwall is
greater than 24" tall above grade.
5. WOOD:
5.1 Wood structural framing members- #2 Southern Yellow Pine (unless noted otherwise)
with an allowable bending stress (fb) per NDS-91 = 1250 PSI and a modulus of
elasticity = 1,600,000 PSI.
5.2 All exposed wood or wood in contact with earth or concrete to be pressure treated.
5.3 Roof sheathing: 1/2" C-D grade plywood (or 15/32" OSB) under 30# felt under 240#
fiberglass shingles.
5A Untreated wood shall not be in direct contract with concrete. Seat plates shall be
provided at bearing locations without wooden top plates.
STRUCTURAL DESIGN CRITERIA
8reas:
Dwelling Floors:
Liye Loads:
40 PSF
Dead Loads:
10 PSF
Balconies:
60 PSF
10 PSF
Guardrails / Handrails:
200 PSF
10 PSF
Balusters:
50 PSF
10 PSF
Shingle Roof:
20 PSF
10 PSF
Built-up Flat Roof:
20 PSF
10 PSF
Tile Roof-
25 PSF
15 PSF
GENERALNOTES:
1 All work shall conform with the latest adopted edition of the Florida Building
Code. Mechanical Code, Plumbing Code, The National Electrical Code and all
applicable codes and regulations, local, city, state, federal, safety board of fire
underwriters and fire department.
2. Workmanship shall be equal to the best trade practices.
3. All installations of manufacture's specifications shall be in exact compliance
with manufacture's printed instructions.
4. Contractor and / or owner shall verify all existing conditions and dimensions
before any phase of construction is to commence. Daniel M. Ossman Drafting
Service is NOT responsible for any errors in dimensions.
5. Contractor and / or owner shall coordinate all work between site, building
electrical, mechanical and plumbing before each phase of construction begins.
6. DO NOT SCALE PLANS.
REVISIONS
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HAZARDOUS LOCATIONS
SECTION 2406 SAFETY GLAZING
I I I . I L. 1 1 1 � 71�_Wvll - !'' TIN
111 1 1411,11A
R'r-_V IS 10 NIS
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2406.1 Human impact loads.
Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section
2406.4 shall comply with Sections 2406.1.1 through 2406.1.4.
Exception: Mirrors and other glass panels mounted or hung on a surface that provides a
continuous backing support.
2406.1.1 Impact test.
Except as provided in Sections 2406.1.2 through 2406.1.4, all glazing shall pass the impact
test requirements of Section 2406.2.
2406.1.2 Plastic glazing.
Plastic glazing shall meet the weathering requirements of ANSI Z97. 1.
2406.1.3 Glass block.
Glass -block walls shall comply with Section 2101.2.5.
2406.1.4 Louvered windows and jalousies.
Louvered windows and jalousies shall comply with Section 2403.5.
2406.2 Impact test.
Where required by other sections of this code, glazing shall be tested in accordance with
CPSC 16 CFR Part 1201. Glazing shall comply with the test criteria for Category 11, unless
otherwise indicated in Table 2406.2(l).
Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms,
bathtubs and showers shall be permitted to be tested in accordance with ANSI Z97. 1. Glazing
shall comply with the test criteria for Class A, unless otherwise indicated in Table 2406.2(2).
2406.3 Identification of safety glazing.
Except as indicated in Section 2406.3.1, each pane of safety glazing installed in hazardous
locations shall be identified by a manufacturer's designation specifying who applied the
designation, the manufacturer or installer and the safety glazing standard with which it
complies, as well as the information specified in Section 2403.1. The designation shall be acid
etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied,
cannot be removed without being destroyed. A label as defined in Section 202 and meeting the
requirements of this section shall be permitted in lieu of the manufacturer's designation.
Exceptions:
1, For other than tempered glass, manufacturer's designations are not required, provided the
building official approves the use of a certificate, affidavit or other evidence confirming
compliance with this code.
2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable
paper designation.
2406.3.1 Multi -pane assemblies.
Multi -pane glazed assemblies having individual panes not exceeding 1 square foot (0.09 M2) in
exposed areas shall have at least one pane in the assembly marked as indicated in Section
2406.3. Other panes in the assembly shall be marked "CPSC 16 CFR Part 1201 " or "ANSI
Z97. 1, " as appropriate.
2406.4 Hazardous locations.
The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered specific
hazardous locations requiring safety glazing materials.
2406.4.1 Glazing in doom.
Glazing in all fixed and operable panels of swinging, sliding, and bifold doors shall be
considered a hazardous location.
Exceptions:
1. Glazed openings of a size through which a 3- inch -diameter (76 mm) sphere is unable to
pass.
2. Decorative glazing.
3. Glazing materials used as curved glazed panels in revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing adjacent to doors.
Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical
edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a
closed position and where the bottom exposed edge of the glazing is less than 60 inches
(1524 mm) above the walking surface shall be considered a hazardous location.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other permanent barrier between the door and glazing.
3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in
depth. Glazing in this application shall comply with Section 2406.4.3.
4. Glazing in walls on the latch side of and perpendicular to the plane of the door in a closed
position in one- and two-family dwellings or within dwelling units in Group R-2-
2406.4.3 Glazing in windows.
Glazing in an individual fixed or operable panel that meets all of the following conditions shall
be considered a hazardous location:
1. The exposed area of an individual pane is greater than 9 square feet (0.84 M2);
2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor;
3. The top edge of the glazing is greater than 36 inches (914 mm) above the floor; and
4. One or more walking surface(s) are within 36 inches (914 mm), measured horizontally and
in a straight line, of the plane of the glazing.
Exceptions:
1. Decorative glazing.
3. Outboard panes in insulating glass units or multiple glazing where the bottom exposed edge
of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other
horizontal or sloped (within 45 degrees of horizontal) (0.78 rad) surface adjacent to the glass
exterior.
2406.4.4 Glazing in guards and railings.
Glazing in guards and railings, including structural baluster panels and nonstructural in -fill
panels, regardless of area or height above a walking surface shall be considered a hazardous
location.
2406.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or fences containing or
facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or
outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches
(1524 mm) measured vertically above any standing or walking surface shall be considered a
hazardous location. This shall apply to single glazing and all panes in multiple glazing.
Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a
straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool.
2406.4.6 Glazing adjacent to stairs and ramps.
Glazing where the bottom exposed edge of the glazing is less than 60 inches (1524 mm)
above the plane of the adjacent walking surface of stairways, landings between flights of stairs,
and ramps shall be considered a hazardous location.
Exceptions:
1. The side of a stairway, landing or ramp that has a guard complying with the provisions of
Sections 10 13 and 1607.8, and the plane of the glass is greater than 18 inches (457 mm) from
the railing.
2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface.
2406.4.7 Glazing adjacent to the bottom stair landing.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36
inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally of the bottom
tread shall be considered a hazardous location.
Exception: Glazing that is protected by a guard complying with Sections 1013 and 1607.8
where the plane of the glass is greater than 18 inches (457 mm) from the guard.
2406.5 Fire department access panels.
Fire department glass access panels shall be of tempered glass. For insulating glass units, all
panes shall be tempered glass.
SECTION 2407 GLASS IN HANDRAILS AND GUARDS
2407.1 Materials.
Glass used as a handrail assembly or a guard section shall be constructed of either single fully
tempered glass, laminated fully tempered glass or laminated heat strengthened glass. Glazing
in railing in -fill panels shall be of an approved safety glazing material that conforms to the
provisions of Section 2406. 1. 1. For all glazing types, the minimum nominal thickness shall be
1/4 inch (6.4 mm). Fully tempered glass and laminated glass shall comply with Category 11 of
CPSC 16 CFR Part 1201 or Class A of ANSI Z97. 1.
2407.1.1 Loads.
The panels and their support system shall be designed to withstand the loads specified in
Section 1607.8. A safety factor of four shall be used.
2407.1.2 Support.
Each handrail or guard section shall be supported by a minimum of three glass balusters or
shall be otherwise supported to remain in place should one baluster panel fail. Glass balusters
shall not be installed without an attached handrail or guard.
Exception: A top rail shall not be required where the glass balusters are laminated glass with
two or more glass plies of equal thickness and the same glass type when approved by the
building official. The panels shall be designed to withstand the loads specified in Section
1607.8.
2407.1.3 Parking garages.
Glazing materials shall not be installed in handrails or guards in parking garages except for
pedestrian areas not exposed to impact from vehicles.
2407.1.4 Glazing in wind-borne debris regions.
Glazing installed in in -fill panels or balusters in wind-borne debris regions shall comply with the
following,
2407.1.4.1 Ballusters and in -fill panels.
Glass installed in exterior railing in -fill panels or balusters shall be laminated glass complying
with Category I I of CPSC 16 CFR Part 1201 or Class A of ANSI Z97. 1.
2407.1.4.2 Glass supporting top rail.
When the top rail is supported by glass, the assembly shall be tested according to the
impact requirements of Section 1609.1.2 (HVHZ shall comply with Section 1618.4.6.4). The
top rail shall remain in place after impact.
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S-2
2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38 inches
(864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a
horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a
minimum of 1 1/2 inches (38 mm) in cross -sectional height.
Ili LJ
REVISIONS
NO DATE DESCR I PTION.
F� 1_Lc121
vsloc C;�
-, X-0Z c
-_` 4\
MASONRY GARAGE DOOR JAMB DETAIL
SCALE: N.T.S.
11
-3/1 -m-fticit-js (To0i f5LMK)
40 )( I 111 y*
EM Z? a
1 /4 GX_ E+JT
77%7
4 �, .1
4_4 J�
L Li AL P,
0P f2,-r. &LICKS),
m
&EFCe_F_ Fis,-STEI�
ss� N
w
DU
<erTZ I
POr
STEtj
-;-q cT C.. F:
L_4>-�n-ER C4.0� 6o
1,1-r (IYP,)
BUCKSTRIP INSTALLATION DETAIL
_7 =_.1. 7
V`V1
jW
x
ba PL7_(W000
C /, !�3 _,�_c �- P
_,)CCa bt-JD C0k1QECM()Q
E. PCOIZ
H&ti U MCTUOF
FRAME GARAGE DOOR JAMB DETAIL
SCALE' N.T.S,
/ A
L
_Z
'%4�
4
i-s's
J
loci L.14. L-!b I
3/4,1 f�j
Fzo�krl I loci 0AIL.S
0. C
FRAME DOOR ATTACHMENT DETAIL
'CALE,' N.T.S.
PE-2-5 i PF, al -ramb.L_-
pr- �_Q
;2 77 312
11� 57
P OA
" _7A_
'T'C: W/10d OAILS
FRAME WINDOW ATTACHMENT DETAIL
Bypass Combinations
DoorSize AJ8
2 Panel - 2 TO
�,Ij- 297 16
357/16
.9,0" 477/16
�Tt`)' 59 7!16
_AX
B
I Panel - 3 Trad..
;;rf, � i� 1.,�
i�t 1/2
12'0" 4' 1, Q
451,12
1
15'0' 591/2
571/2
1
Door Size A
8
C 3 Panel - 2 Track
(f 0" 365/8
34 9/16
35 716 A =B=C
2'0" 485/8
469116
477/16 1
115T 605,18
589116
59 7!16
Door Size &1D
1VC
4 Panel - 2 Track
127 35 72'6
3A 11 /16
_TLC_
16'0' 1� - '6
47 1 VIE
Podret Combinations
Door Size A
1 Panel - I Track
311" 365116
A
4'0" 485116
-7
5,0" 6 0 5:1 [1
Door Size A
8
2 Panel 2 Track
2 Track
4h i "P.
4
--------
Door Size A
8
3 Panel - 3 Track
3,1318
33 112
357,116
12'0" 463/8
451/2
477/16
1ST" 583,18
571/2
597,116
j
Door Size A/B
2 PaW - I Tmd
Door Size 41)
VC
4 Panel - 2 Track
I (rol, 28 I;f8
28 15/116
34118
34 15/16
I I
1
11610, 46 118
46 151lE
Note: Si, -es 3bov� irp �u(k dime isioni and not rough openincis
)ockpt Slidinn Glass Dook ((r
Norrunal Double Pocket
ktual Frame Width*
Hookstrip To Hookstrip
2P-IT-L&R
x 6T1191c,
119
6t,
13Tx6'8'!8'r
�43 1/8
7"
4'0' x 6T ' XP'
191 IiE
96
8- 0.
i LYO'-x 6' T
X
'39 11
120
4P-2T-L & R
l0`0'x6'8'/8T'
1765/8
11719/2
127x 6T/8'0'
112 sili
141112
'i 6Tx 6T/8'T
845/8
1891/2
Name
Masonry
lVood
flame
Masonry
wood
12
19 7/8 x 26
13/8x25 1/4
3040
373/4x49
361/048 V4
t 3
19 7/8 x 38 3/8
'8 3/8 x 37 5/8
3044
37 Y4 x 5;
36 lJ4 x 52 1,,4
14
19 7/8 x 50 518
1313x49719
F05Q
x6l
36 114 x 60 1/4
5
19 7/8 x 63
'8 3/3 x 62 44
3060e
37 3/4 x 73
36 114 x 72 1/74
1 6
19 7/8 x B
13/8 x 72 A
3420-
413/4 X 25
40 1/4 x 24 114
27 1/4 x 26
S 314 x 25 1/4
3410
4194 x 37
401/4 x 36 1/4
IA3
27 1/4 x 38-3/8
5-3/4x3TS&
3143&
413/4x45
40 1/4 x 44 114
IA4
27 1/4 x 50 5/8
; 5 3/4 x 49 7/8
3W
413/4 x 49
40 V4 x 48 114
IM
271Ax63
2 53/4 x 62 1/4
3444
413/4x33
40 1/4 x 52 114.
lA6
27 1/4 x 73
;5 3/4 x 72 1/4
3450t
413/4 x 61
40 1 ill x 60 114
22
P 3/4 -x 26
3 6 1/4 x 25 114
3460t 1
413/4 x73
40 1/4 x 72 1/4
1
37 3/4 x 38 3/8
361/4 x 37 518
3820
45 V4 x 25
44 1�4 x 24 1/4
24
373/4xS0518
361 /4 x 49 7/8
3830
45 3/4 x 37
44 1/4 x 361/4
251 e
37 3/4 x 63
16 1/4 x 62 114
3838
45 3/4 x 45
44 1/4 x 44 1/4
26e
373/4 t 73
361/4x 72 1/4
3W
453/4 09
44114 x,48 1A
3�
53 7/8 x 26
52 3A x 25 11i4
3944
4S 3/4 x 53
44 V4 x S 114
�5:
91/8 09,M-
-,123/8x37 5/8
3950�-;
45 �A x 61
44 1/4 x 60 1/4
34
;3 7/8 x 50 5/8
52 3/8 x 49 7/8
3860e
45 3/4 x 73
44 V4 x 72 1/4
15e
537/8x63,
5 2 3/8 x 64' 114
4020'
49 314 x 2-1
48414 x 24 114
36�
7 18 X 7 q
5 118 y 72 1141
4030
49 3/4 X 37
48 1/4 x 36 114
4038
-49 3/4% 45
48 114 x 44 114
M
M M, A r#T- M
Name
Masonry
V toed
4040
49 3/4 x
48 1/4 x 48 1,14
2020
25 3/4 x 25
14li4x24114
4.044
49-3/4 x 53
49 1/4 x 52 14
'030
1x37
25 Y4
2 4 1/4 x 36 1 '4
4050e
49 Y4 x 61
48 1/4 x 60 1/4
2038
25 3/4 x 45
241/4x44 114
We
49 3A x 73
48 1/4 x 7-2 1/4
2040
25 314 x 49
24'j/4x48 V4
4420
53 7/8 x 25
52 3/8 x 24 V4
2044
25 3/4x 53
24 I'M x 52 114
4430
53,718 07
5.23/913611/4
1
2050
25 3/4 x 61
24 1/4 x 60 1/4
4438
53 7/8 x 45
52 3/8 x 44 1/4
200
25 3/4 x 73
241/40211/4
4440 ,
53 74x-49
5234081/4
2820
333/4 x 25
32 1/4 x 24 1/4
4444
53 7/8 x 53
52 3/8 x 52 1/4
2830
33 3/4 x 37
3� 1/4 x 36 1/4
4450e
53 7/8 x 61
52 3/8 00 1/4
2838
33 3/4 x 45
32 1/4 x 44 1/4
4460e
53 7/8 x 73
52 3/8 x 72 1/4
289
33 3,14 x 49
32 1/4 x 48 1/4
2844
33 3/4 x 53
32 1/4 x 52 1/4
Name
Masonry
wood
Z850
33 3/4 x 61
R 1/0 6Q 1/4
1A2
27 1/4 x 26
25 3/4 x 25 1/4
2860e
33 3/4 x 73
32 1/4 x 72 114
IA3
27 114 x 38 3/8
25 3/4 x 37 5i8
3020
37 1/4 x 2S
36-11424114
IA4
27 1/4 x 50 5/8
Z53/4x497/8
3030
37 3/4 x 37
35114661/4
22
373t4x26
36 1/4 x 25 1/4
3038
37 3/4 x 45
3 6 1/4 x 44 TA
23
37 314 x 38 318
36 1/4 x 37 5/8
Nominal
Paiiiel Stack
Actual Frame Size*
2P-2T
5'0" x 6T/8'0'
XX,0X.X0
60 x 80/94,
6'0" x 6T"'Wil"
Xx.oxffl
72x 80/96
810" x 6'fi `8T,"
�YAYC
96 80/96
I 01y' y 6OR"W(r,
11X,(jX X0
120 x 80 j%
3P-21
Vrx6T'Aff
11Z)
108 7/8 x 80/96
1 ZG'x 67187
0X0
144 718 x 80/%
OX0
180 7/8 x 80/96
4P-2T
10`0" x 6T/8'0'
OXX0
119 5/8 x 80/%
27 x 61"'llff
143 5/8 x 80/%
16'(r x 6'8',8'V
OXX0
1915/8 x 80/%
3P-3T
-
911,6,81-wol
X0
106 V4 ir 90!9(.
2T, X 6TIRV
XXX
142 314 x 80,196
15'0' -t 6T'/8'0'1
.O(X
178 3/4x 0%
4P-4T
I (Y(,r y 6TIT"
XXXy
117 1/2 x 90/96,
1 Z(r y 6T/8'0'
axy
1411/2 x 80/W,
16'0'x OR"TO'
MY
189 1,12 x 90196
Nominal Single Pocket
Actual Frame Width'
Jamb To Hookstrip
IP-IT-UR
`0'y 6T,18'0'
'I We,
365/16
5Vx 6'8"!8(rf
1197/8
605/16
2P -ZT-UR
Vf)" y 0"Wry,
881/2
5815116
6'0" x 67,10'
1061/2
7015/16
�T'xO"18'0'
1421/2
9415/16
l0'0'x6'8'XD"1
1781/2
11815/16
3P-3T-L/R
9'0" x 68"18'0'
1411/4
10511/16
12'0" x 6T/8'0'
1891/4
14111/16
I 91'X ATIT'i
237 114
17711/16
4P-4T-UR
I P' x 6TIC'
7� 46
116 71116
12'0'y 6'8`/8'0'
7�
1407/16
16Tx 6'r/8'0'
3 t,
1887116
2(YO'x 6"r,18'0'f
11W
2M 7/16
Notes:
Actual Prames. Size� shown do not include wood buck or shims.
t Available in 500 Series only.
All openings must be plumb ang square. Ma5onry openinq sizes feflect nominaill "thick
pressure treated wood buck. strips. Wocid fraimeopeninq5 are calculated with the dnwall
burteatothewindowfrarne.
MET MI.
P.117 IN?. .
=g 111HIM
I! M."Mul
1.
Name
Masonry
wood
Name
Masonry
wood
24
37 3/4 x 50 5/8
361/ 4 x 49118
5We
613/4 x 49
60 li4x48 1/4
25
37 3/4 x 63
36 1/4 x 62 1/4
5050e
613/4 x 01
60 1,14 x 60 1/4
32
53 718 x 26
52318x25114
5060e
613/4 x 73
60 l/U12 114
33
53 7/8 x 38 3/8
52 3/8 x 37 518
6020
73 3/4 x 25
72 1 i4 x 24 V4
34t
53 7/8, x 50 A
52 318 x 49 718
6030e
73 3/4 x 37
72 114 x 36 1/4
351,
�3 7,48 x 63
'32 3/8 x 62 1 i4
6(AOe
73 314 x 49
7� I i4l x 48 V4
36e
53 718 x 13
52 3/8 x 72 1/4
6050e
73 3/0 61
72 1/4 x,6.0-114
42
!4 7/8 W. 116
73 3/8 x 25 114
Wj,
13 3/4 x
7� 1 fAl x 71'4' N 4
43e
74 7/8 x 38 A
73 318 x 37 5/8
R MIT M
M 1. ru 1
117, FT, m RIMM
44
4 1/8 x 50 S/8
73 3/8 x 49 7/8
Name
Ma.wq
*4000
45e
74 7/8 x 63
73 3A t6214
6020-3
73 3/4 x 25
72 V4x24 114
40 e
74 7/8 X71.
73 31 x 72 1/4
6030-3
73 3/4 x 3 7
12 IM x 36 114
6D40-3
7 3 3/4 x 49
72 It*x 4 1/4
Name
Masonry
Wood
6050 1
7 3 3 / 4 x 61
72 1/4 x 60 114
2020
25 3/4 x 25
24 1 !4 x 24 1/4
7020-3
85 3/4 x 25
84 1/4 x 24 1/4
203C
25 3/4 x 37
24 14 x 36 1 �4
7030-3
85 3/4 X � 1
84 1114 x 36 1;-4
2040
253Ax49
24 114 x 40 1/4
7040-3
85 3/4 x 49
84 V4 x 484 A
3020
37 3/4 x 25
36 1/4 x 24 1/4
7050-3
85 3/4 x 61
34 V4 x 60 114
3030
37 3/4 x 37
36 1/4 x 36 IA
8020-3
97 3/4 x 25
% 1/4 x 24 114
3040
37 3/4 x 49
36 1/4 x 48 1/4
8030-3
97 3/4 x 37
% 114 x 36 114l
3050
373/4)(61
36 1/4 x 60 1/4
8040-3e
97 314 x 49
% 1/4 x-48 1/4
4020
49 3/4 x 25
48 1/4 x 24 1/4
8050-3t -
97 3i4 x 51
96 1!4 x 60 ):4
4030
493/4x37
48 1/4 x 36 1/4
9020-3
IN 3/4 x 25
10h U4 x 24 P4
4040e
49 V4 x 49
48 1/4 x 48 1/4
9030 -3 e
119 3 ;4 x 3 7
108 1 /4 x 36 1j,4
4050e
49 314 x 61
48 1/4 x 60 1/4
9040-3 e
1)9 3/'4 x 49
108 1/4 x 48 1,14
4060e
49 3/4 x 73
48 V4 x 72 114
9050-3f
I J9 3i4l x 6 t
108 1/4 X b0l:4
SOXt
61 3/4,v 25
60 1/'4-x-24 1/'4
SOXv
613/4)[ i';
60 14 x 36 1/4
WAO MULLION CLIP
T
4M
` T ,
BAY MUILM CDVERPWI I u
tNo. umauf* STMINO TUBE MULUM
4] W, 14 AS, IR X, 2X6
ns
1
Lill
IMMUN MOU)m isumar
1U.IX3, 1X4
e - Meets of exceeds egrm requirement
P - Does not meet egress requirement in 9000 and 97.5 Series -
�r�
��l
1Z
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Z
>1
0
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a) (N
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C) 0 M M: M _
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MASTE R
ui� i , I
JULY 1, 2015
DRAWN BY
i Daniel M. Ossman
SCALE: N.T.S.
SCALEi N.T,S.
SHEET NO.
S-3.
I I I I I I I I 1 11 0 Ill" I I
J "'. I�
APPLICATION INSTRUCTIONS
Thirtillierillina"' Series shingles come 36(914nwr) fr i.203Mn) - g- (229"in)
in *11ther 36" (914nwn) or 36-15116" 4" (356mm'
I Ir.- (292nun)
(93&nm) lengths, depending on 1—', 2- 1 f2- (3 1 8.MT—
shinglitt brand. Application instruc- tZ �3&Tvlil 1 (25ri� - I Irl- 08MM)
tions apply to both. a 0 0 0
(304mm) r
These shingles must be nailed a Adhesive, 5" '1 Z7, I
noirr�nal 5-518"(143mm) from bottom norr" wtexpoged on Back norritriall unexposed
arid 1hr-10 ar�d throtQh
of shingles, as shown, to allow for both layers both layers
penetration through the double ply I I -
area just above the tabs. Nails should I I EI-E sa"�`"
Standard Nalltrig Pattern four rieft per stmigle %I- Nam Gwkw sw Mail Pattern
remain unexposed. Line
GENERAL INSTRUCTIONS
- ROOF DECKS: For use on new or reroofing work am well -seasoned, supported wood deck.
fightly-coristructed with maximum 6" (152mm) wide lumber, having adequate nail-hokhM
capacity and smooth surface. Plywood decking as recommended by The Emirieffed Wooa
Assn is acceptable. Plyviiocid decks for Class A installations must be 3/8" (1-Omm) thick or
greater with underlayments as noted below. Shingles must not be fastened directly to insulation
or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and
dry prior to app w, gles-
!xlstlQ surfacing material must be Ii ation of shin
UNDERLAYMENT: Underlayrnent beneadi shingles has many benefits, includ.ing preventl
wind driven rain from reachng the interior of the building and prevent, 53p in some =
decking from reacting with asphalt shingles. Underlayment is also requiZ by many code bocl-
ies. Consult your local builifing department for its r i Tents. Where an underlayment is to
e
be installed, a breather -type underlayment such as GVMC s Shingle-Mate"'undertaymem is re-c-
omrriended. Underlayment must be installed flat, without wrinkles.
- FASTENERS: Use of nails is recommended. (Staple specifications and application
instrWicins are available from GAF Materials Coqx)ration, Contractor Services Der., 1361
Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10 - 1 2 gauge,
barbed, deformed or smooth shank roofing nails with heads 3/8" (1 Omm) to 7/16" (11 2mm)
in diameter Fasteners should be long enough to penetrate at least 3/4" (1 9mm) into wood
us, h' h the plywood must be driven flush with the sur face
L
'0 e d v will
norm
up r
F
v r It interfere with the
5-518-( 43
'the shi� installed per shingle,
at"
a 'na ate both layers of
hi Fa Ws ust 2' (25-38mm) and
m
V it ster _ 1 � ) f� Ing
1 92 3 8
S T.
l:D TAN . These 5
t s _;1 -112 1 _1 2
RE hat firmly bonds the
W odic
s hki,�Oe s together after applicaation exposed to sun a warm temperatures. Shgxjks
installed in fail or Wwiter may not seal until the blowinq Sprinq. If shingles are damaged by winds
Undertayment: Standard Slope-*12 (333mmim) or more
Application of tinderWpirtiltirit: Com deck with one layer of underlayrrient installed withotit
wrinkles. Use only enough nails to hold underlayment in place uritif covered by shingles
Application of em Hashing: Install eave flashing such as GAF Materials Corporation Weather
ki
Witch' or StormGuard* Leak Barrier in localities where leaks may be caused by water bac IM
up behind ice or debris dams. Eave flashing must overhang the roof edge by 3/8' (10m.m) a
extend 24' (610mm) beyond the inside wall line.
4"!1102mmt��__. Deck
IT (305mm) weather watch"
or StiomiGuard"
Minimum Slope�
For foiiver slopes see Box I a F Leak Sarnw
AN sheets are 38" (91 4mm)
wide Shftie-Mate
undertayment. FN
A" rake, place
drip edge on top
of underlayment.
3!r Roof overhang
(5 1 mm) Side Lap
2-(5
F4- 7(102..) End Lap
AkxV eaves put undertayment
on top of metal drip edge�
before sealing or are not exposed to adequate surface temperatures, or if the self -sealant gets
dirty, the shirKjles may never seal. Failure to seal under these circumstances results from the
nature of self -sealing shW*s and is not a manufacturing defect. To insure immediate seali
=4 quairter-sized dabs of shirgle tab adliesive on the back of the shingle V (25mm) and
) ir. from each side and 1 (25mm) up from bottom of the shiingle. The shingle nv.N be
pressed fi" into the adhesive.
NOTE: Application of excess tab adhesive can cause blistering of the shingle.
For maximum wind resistance along rakes, cement shingles to underlayment and each other in
a 4' (102mm) width of asphalt plastic roof cement
NOTE: The film strips on the back of each shingle are to prevent sticking together of the shingles
v4* in the burde. Their I NOT uted dunm application.
MTOW IS IPWIC
CANADIAN COLD VVEATHER A71ONS: CSA 123.5-M90 mandates that shin-
gles applied between September I and April 30 shall be adhered with a compatible field -applied
adhesive. See Wind Resistant for GAf Materials Corporation's recommendations for the appli-
cation of that adhesive.
- MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21'
(1 750mm/m) per foot (do NOT use on vertical side walls). shingle seali I be enhanced by
hand sealing. After fastening the shingle in place, apply 4 quairter-sized wMasshille tab adhe
sive as indicated in Wind Resistant above. the shingle must be pressed firmly into adhesive.
- EXPOSURE: 5'(127mm)
-THROUGH VENTILATION: All roof structures must be provided with through ventilation to
prevent entrapment of moisture Men air behind roof sheathing- Ventilation provisions must at
least meet or exceed current F.H.A., H.U.D. or local code minimum requirements.
- NOW-CORRODM METAL DRIP EDGES: Recommended along rake and eave edges on
811 decks, e lot W decks
,Lr
P
- ASPHA I MZCEMIENT: for ", as shingle tab adhesive. Must conform to ASTM
D4586 Type I or 11
la Undedaym9rit: Loliv Slope 2/12-NI2 (167mm-333mnVm)
ApplWatim of m and eatie flashing: Completely cover the deck with two
layers of urKdler as S�U,;ri. Use only enough nails to hold underlayment in place
until covered by shin(fts Ise blind nailing for eave flashings. At eaves and where ice dams can
be expected, use one layer of GAF Materials Corporation Weather Watch' or StormGuard' Leak
Barrier Eave flashing must overhang the roof eZ by 3/8* (10mm) and extend 24' (610mm)
b . inside wall line. Where ice dams or is dams are not expected, install 2 plies of
". the
Shingle -Mate' underlayment.
Low a"
Z"to,4" wewwwaw
(51mm to 102rnm) ===21im- or StorrinGuard"
(305mm)
12
Leak Berner.
An sheets are 36" (914mrn)
wide Shingle-m8w Lap sheett;
undedayment 19" (483mm',
Rake drip edge to provide
�l
double coverage.
3/8' 1,10mm) Roof owerhang Evles ddpV edge
2 Starter Course
Apply as shown.
Start, at either rake and
tay in edher direction LIM11111018Yrnent
U
-'.d..
Drip P9.
a m
For rn ximu wind resistance so PtaGe shingle 318',"!Orrim�
along ra*es, cement shingles over earve and rake edges;
to underlayment and each 5"'o t,,81
other!n a 4' 102mm) width to provide drip edge
ol asphatl plastic Dof cement Trim tabs off all starter COU(Se
shingles. then place arW naP
Tirm 6'(152mm) as shown. 3'!o 4* (76mm to
frorn end of 102mm) ',om cave
f.rst shin*
3 Fimt Course
Start and continue with full shingles laid flush with the starter course. Shingles may be
laid from left to right or right to lelt. DO NOT lay shingles strakp up the roof since this
procedure can cause an incorrect color blend on the roof and may damage the shingles.
LJ Film owiglos
Close UgsOW IPA
w1th whoie
shirvies
Start fire oo� - shirtilie p-ad W" 01-11
.- E(Wer ee�e and rake edgm tO Prcyde drP Oc9e
4 Second Course
Start and continue second course as shown. Trim 6" (152mm) from the end of the
shingle. Position the shingles in the second and subsequent courses flush with the tops
of the wide cutouts. This results in a 5" (1 27mm) exposure. Continue with fuli width shingles
across the roof. Strike a chalk line about every 6 courses to check parallel alignment with
eaves. NOTE: ShiNles may be laid from either
left or right hand side. Start at either rake
edge with shingles having 6' (152mm)
trimmed from rake
Trar shingles
6- (152rrwn)
5 Third Course
Trim 11 " (279mm) from the first shingle in the course then continue with full shingles
across the roof.
Tranmed Shtngles
6 Fourth Course and Remaining Courses
Trim 17" (432 mrn) from first shingle in the course, then continue with full shingles across
the roof. Fifth and %OsMuent courses repeat full sh" instructions from Step 3.
Fft Course
F k A I S h N"xjjWe
T;hw-cGourse
se
Fcairth Course
nd Course
S-"
F rst Cowse
'Z=
% P K_
% Fug Shrigle
Trimmed Shingles
7 Hip and Ridge
For single layer application, use hip and ridge shingles and apply as shown- To enhance
appearance, use GAF I IMBLRTEX* or a double layer application of Universal Hip & Ridge.
(One bundle of TIMBERTEXO Hip & Ridge covers 20 lineal ft.--6.1 meters.) For double application,
start with triple thickniess of precut Hip & Ridge shingles and continue remainder with double
thickness. Fasten in same manner as single application shown. Apply laps, away from prevailing
wind direction.
8"(203mm) exposure
Bond Hip & Ridge shin" TIMSERTEX"
w.tered over Hip or Ridge Ridge
i NaN 9' (229mm)
from bothxr. and
5' (1 27mm) T V (25mm) ftm edge
exposire Nail 5-5/8'(143mm)
from bottom and
I- (25mm) ftim edge
Re-RocAr
If old as"t Tingles are to remain in place, nail down or cut away all loose, curled or lifted shin -
with riew,- and' bef ng the new roofing, sweep the surface clean of all loose
Z"tsr= any wregularities rri'aoyor`�M
Tw; the new shingles, be sum the und"ng shingles
9
provide a sincloth surface. Fastmm must be sufficient lero to penetrate the wood deck at least
3/4' (1 9mm) or )j5 two* plywooiJ. Follow other above instructions for application.
Note. Shingles can be =over wood shingles when precmions havii been taken
an acceptalAe smooth This iinclucles cuttirx; back old shingles at eaves and
installing new wood ec i urface smooth and use beveled wood strips
,, 3?ng strips as needed. Make �i
if necessary. Insta # underlayment to maintain Class A rating.
This produo is sold with an express LIMITED WARRANTY ". A copy of ft LIMITED WARRANTY stating its
terms and restrictions is "ed on the prockki wapper or may De obtairied from the distributor of this product or
directly from GAF Matimals Coq)OF~. Any deviation from printed Instructions shall be the responsibility of
applicator arldlifor specifier.
PrecAilutionary Notes
Timbeirline" Series shilrigles are fiberglass, seff-sealwN asphalt shlingles. Because of the natural
characteristic-5-of the h qwlr*t wat oofing material used, these shingles will be stiff in cold
weather and flexible int weag. erpir
1. Bundles should not be dropped on edge nor should attempt be made to w-plarate shingles by
Weaking' over ridge or other bundles.
2. Harx#e carefully. Shingles can easily be broken in cold weather or their edges damaged in hot
weadw.
1 All exposed materials must be of Class A type.,
4. Storage should be in a covered. ventilated area -maximum temperature 11 0"F (43*C.) Store
on flat surface and use wekp equaiiization boards it pallets are to be double stacked.
tust be 'rot
r
7 ato 5 etc.,
- ' 'e�
r
5. les are t be
sand be
t
f7
u
See Wind Rests I M
8 Wall Flashing (Sloped Roof to Vertical VV4111)
Sheathing ---*- '-*- SK"
5' (1 27mm) PM 11
Ain.
9 Chimney Flashing
Metal F=:%O&. not to Vertical side Well)
(Nailed
Non-cormding iiiiats
exlend down a4er
time fteary
10 Valley Construdion-Closed Cut
Center kill WmW to$ va" cereedine
Of Weelliter WMCh*
or Sionri(kierd"
Look earrim (ir (I
and lapsi In vall".
carry -Mml%rm-o
acroin valley —
11 Valley Construction -Open
C4nW20,501rW)
wide nwHmiradirg.
=80
.�24
Wilorrium 4' 1102nw
under stiing, . a$ ar
2' (51 mrn)
Get" N at
=,Sh -0
I .
rR..0&rG=t
Roofing Cement
SN"
Roof Deck
Crrickal an
high side cf
chl"Iney
Non-cimodinil Metal base fleatirig.
One piece sleii IWMvV for an& cmirse.
C0010rd in Oem mid nitil we 2 nads,
Bond over" shiniiliIpc ti eaphiaiq
onsbc Derne"t
Extria lestarter m
end of shirigle
No fasteners within
6- il -, 52MM) Or carrierwo
Exterod wid
2118" 12'
beyond valley -rftdWe
Run SWIM slinp Wid first
=11"
1 2W71= "Iffurniff',
,en1w U Width rap
( Weather Wandvo or
AWTVIG1.1,11rdeleak ser?m
F (152rmn) and 4")
I Valley
4CLW* the %0"
3% - 451-) a" edr
io ro naii throur
"W Valley
limbed VwVk� m
aeoW plastic
oarrwA �n valley
Topolvelloyll'.1.152mmi
wide between IiIII,
sareeds im- (lorrirri&i)
per bot toward eaves
ROOF DIAPHRAM NAILING SCHEDULE
51 5'
ROOF EDGE
F— — — — — — — — — — -- — — — — — — — — — — — —
3
L— — — — — — — — — — — — — — — — — — — — — — —
RIDGE
2:
r— — — — — — — — — — --- — — — — — — — — — —
�2_ -
—ROOF EDGE
J;
L) 4-
0 1 — —
3
L— — — — — — — — — — — — -
/,31 io 1,3
2 .2-
ROOF DIAPHRAM NAILING SCHEDULE.
Consult Section R 803.2.3.1 For Additional Info
1 8d Ring Shank Nails @ 6" o.c. Edges & @ 12 o.c. Intermediate
2 8d Ring Shank Nails @ 4" o.c- Edges & @ 6" o.c. Intermediate
3 8d Ring Shank Nails @ 4" o.c. Edges & @ 4" o.c. Intermediate
NOTES:
A. See Structural Notes for sheathing specifications and wind speed.
B. End joints of the roof sheathing shall be staggered and occur over framing membe
C. Schedule assumes sheathing is fastened directly to Southern Yellow Pine or Doug
Fir or better.
D. See truss Manufacture's truss engineering cut sheets for additional permanent
bracing that may be required.
E. "T" bracing may be used in place of permanent bracing provided it extends over al
least 90% of the web.
REVISIONS
NO DATE DES RIPTION
-----------
3- On
r
m
M
Q)
0
C
0
M (D ri) 00
CL M C) (1) N
(1) 1
L_ -0 W CC to
CL C)
ca
a) - o c) 'Clor)
d) Q 64 ce)
C
a) C M
-(0 0
> W
CU 0
ce) -0 0
Cn uJ "U-
- U_
C CL =; -
0 M U0 0 0�
E E
:3 M
0 -r- I,
M CY)
0 %_ 4)
>
5 cu E 7
a 0 C)
E E � w 0 1
2 co L_ (0
v) o co iv i
0 C-) Co CU M
C . 0
0
Q) 75 E
W__ -C U) C
'E j=
_ a) l- , 5
(D - r-- r-
1: cN CL
(J) UJ
LLJ
0
< a:
D
D F—
Fee-
0
Z:)
cr F_
U)
70B N110.
i I
MASTER
DATE
I JULY 1, 2015
DRAWN BY
Daniel M. Ossman
S H ET N 0.
4
S-4
11 1 -Irp F -111 ul I wrl 111,1' I__
I I I I I I I if F
I REVISIONS
I NO IDATE I DESCRIPTION
"r— — — — I!— — __ __ — —A - a
J_]Qff._A_A1111&
Plate lengths must be at least
8'- 0" long (typ).
10d @ 8- O.C.
orn splice over stud
TYPICAL TOP BEARING PLATE SPLICE.
SHEARWALL PANEL
Consists of 1/2" CDX plywood or better nailed w/ 8d common nails, at
3" o.c. edges and 4" o.c. field also, glue where possible. All other
plywood between shear panels to be nailed w 8/d common nails 4" o.c.
edges and 8" o.c. field.
Roof framing
SCALE: N.T.S.
Double top plate
ir% r%A
I - WIN I IF.XWI I I I I I I %J 1,1�1 I.TV—F1 I I 9%.FI'U %AWTV I I U11-.17 I '�%J%All %-,%A "L LI 11—. KPIWV11 11 1 V
end of the shearwall segment adjacent to typical required double stud.
NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course
concrete filled stemwall (min. 5" embedment and set in epoxy).
MA
TYPICAL SHEARWALL PANEL
Double 2 x header
Single hung window
Window sill
TYPICAL WINDOW SECTION
HEADER SCHEDULE
OPENING SIZE
HEADER SIZE
UP TO 3'- 411
2 - 2 X 6
3'- 5" TO 5'- 4"
2 - 2 X 8
5'- 5"TO 8'- 6"
2-2X10
8'- 7" TO 12'- 6"
2 - 2 X 12
Header
SCALE: 3/4" = 1- 0"
Use Simpson "CS 16" strap or (equal), nailed
to each stud w/ (2) 16d commons (typ). -7
Single header stud for openings of 6- 0" or less. Double header
studs reqd for openings greater than 8'- 0".'
Header stud
No connector required (typ).
1 - Simpson "HTT1 6" tension hold down ties required at the beginning and
end of the shearwall segment adjacent to typical required double stud.
NOTE: Use 1/2" diameter anchor bolt doweled into the slab or top course
concrete filled stemwall (min. 5" embedment and set in epoxy).
TYPICAL LOAD BEARING HEADER DETAIL AT
EXTERIOR WALL ONLY
See roof framing layout and
elevations for more information
Metal drip
edge —
1 x 6 fascia
board
Cont. vented
alum soffit -
See elevations for exterior
finish over tyvek water
resistive barrier over 1/2"
plywood sheathing
2 x _ P.T. plate W/
1/2" anchor bolts
@ 21" o.c. (typ).
;0 1d
E
C
E
m7r,716
tj t=J
;0
11-4"
Min R - 30 baft or blown
in insulation
5/8" drywall ceiling only
See roof framing layout
for connector
Dbl. 2 x _ top plate
1/2" drywall over 2 x _
studs @ 16" o.c. over
min. R - 13 insulation
Simpson "SP2" at top plate
and "SP1" at bottom plate
2 - #5 cont. rebars
TYPICAL WALL SECTION
SCALE: 3/4" = 1'- 0"
4" conc slab w/ fibermesh or
"opt" 6 X 6 X 10 X 10 w.w.m. over
6 mil. vapor barrier on termite
Treated and compacted clean
fill.
A6— ..... U.
Grade
00
b
Or
2 - #5 cont. rebars
OPTIONAL CONC FOOTING
NMI"
1-0
Ix
r: co
r:
Is
0-8 2) (2) 110
C14
00)
C C7-6
-.9 0 X IM0
L) CN < CY)
.2
cvi. -0
LLJ IL
LL
t5
W Co U') C1
E E
a
o < (>D Cc'
o C
M
E
E J
2 0 M
in M ce)
0 (D 00
02-0 6 >' �—
FL r
Cn -E
0 -F a) 0
-C M
F_ 8 C-14 af
Cr
U) LJ
CD
F_ <
LLJ
<
N< Cr
a: D
F_
0
0 D
D cr
Cr F—
F_
CD
JOB NO.
MASTER
DATE
JULY 1, 2015
DRAWN BY
DANIEL M. OSSMAN
SHEET NO.
S-5
SCALE.- N.T.S.
SCALE: N.T.S.
SCALE: 3/4" = 1'- 0"
11, "RI I' 1 7111 IV I I I
77
I - - -- - 1 11 1 11 — I T 11 1 1 if I - I - - I , I � I I I -
I I I 1 9 -1 , I I I I - I fill - I - IT - ,
I F I I - I - — IF TIT I � --W. ! -- I
111,11 BRACING REQUIREMENTS
STUD
NO
(1) 2' X 4#1
(2) 2" X 4"
(2) 2tv X 61'
SPACING
"L" BRACING
"L" BRACING
"L" BRACING
ffLt# BRACING
16"
(Y - 0"- 4'- 5n
4�-5"-V-0"
V-O"-12"-O"
12'-0"-16'-0"
24"
W - 0"- 4'- 0"
4'-O"--P-0"
7'-O"-I&-Ow
1(Y-0"-14'-0n
Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and
(2) 2ft x 8" Full Height @ Diaphragm Blocking
NO3:E:
1. "L Bracing must extend at least W19 of web length except, scissor gable which
requires brace
to extend Ul height of gable.
2. "L" Bracing to be futened to gable stud with I Od x 3" nails @ 4" o.c.
LJ1 I I ev
10a LU5 e 4 O.C.
SINGLE "L" BRACING DETAIL
SCALE: N.T.S.
zj1x 411 "T 1) f3t.-cXK i �-k
7.11/1411 3 Lccki K41- e,4 8; lo.C.
DOUBLE "L" BRACING DETAIL
,,- A ev I rl- -.-� I C-4-1
-1 1 1 1 %%.� I --&W %..0 1 1 If %-A A-
E.&C 0 STU P tTyF 0, EbC 0 STU P
0`1214 A IL
TYPICAL GABLE END BRACING DE 1A
MONNOWNWON "IUMMON"Weliftm
FO-11000-!rArv-�.0 did
SCALE: N.T.S.
,*.a I %-A Wr %.,of I %WW Ift.-f I N... -
TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL
REVISIONS
NO. D,,kTE DESCRIPTION
40
q
16. 00
Cd v
S 0
X
0
(D
C:) 00
CC CO 4) C14
-0 of V)
a C C)
Ir C)
C CU r-- , —
2 C) W C�o
C-4 < M
C CD cu
CD 0
>
0
-C: Li -j L—L
(D U- -
U) CU
a CU 0 CL
E c: -r- 2 E
:3
0 -C
'j 2
o
< > (0
cn r
E
0
CU
CL 0
E
2 Ow o rn c'?
0 CU
0 CO
02,-&--
-a 0
0 75 4) — W 0)
CA W-- U r- C
E -E 0
c,%j -CCL
<
LLJ
<
F-
F-
0
D a:
F—
U)
U)
SCALE: N.T.S.
SCALE: N.T.S.
SHEETNO.
S-6
I 1 *1 1 111 I'll I i
1 1 1 1 - - -IFI I
1�1111qrijii 1,11ril, � I I -
o4,,-roF7 6oOV P,,)L1ocXIjL/,
�c)Z ri OS-r FcLJV- Zo,�),S
(or Liss Es 1(-.4 1,4
�11
-ZE, I US
7- 11 y,4 11 cgcEf---)
�;e� E_ oe., V-1 R E,
j(o,iIIW,A114- 104K.3'
F_L_ ti5�Ki
Lp V//
0, 411 0. C, ff-(�)
I 1 11
,5/8, 0 0- Y2_ CE , I L I q&JSL
4y?5Ljr1 N&/41A, f5cX6.,IZL;,
r4ST-&1EP `18c� 000LEJZ
1�.I,W L-S 0 0. 1,V4 " LO Jc; pc�.yw,& L L_
sczc)6/,s FoE pi esT v-ol pocH
Ej,1 v W& U, & + 0. C, 0 (-r-(?, )
`x 41 P�*J Ej-. t3�14 I J4
-TO E lk..J& I Lzb
s1mFsOI,...1 0z Epuk,
P[y, �7 00 -7
�1� co,_ "Orr
p �w LW
Y I G 171 A- M
IC1.4 x I YZI, ��l 9 Coll 0,
E_Q� E's i� 1,211 C), F1 ELP
I, u I a ebc E, -ro Fx7Tj,1j;;;I x--,
L-EZ-ST 90Yo OF WEB Ll;],��
(�2> EL -rA&LL)
Se.e_scc.1T1oj roe
10roZMbi:-n0�d I COQIJEf,710KL�
z I I A — si-ups e 1(,o,I ac.
SECTION - TYPICAL GABLE END BRACING DETAIL
3G 11 olcl._mp Coo-p OL-OcKik.L;
I
�'OVZ F105-rFOLJZZL�vvS
0 r- Tod!�)S Ee> V`I// 2 - I G
TO E_ 0,& 1 L-5 (;, E,6,
.zI I x 411 (22-a'56,
IIJ EEa-p
1 11 x4l' "T" oj-rop
or EL- t�,L�, I I
rp�-S-rEj cp W/102_xr,
KLSIL-s e,4` oz,
4YF',5iJr1 W4,LL 6640-P
rAS-r&JEP Ccol--E-2-
04,1 LS CD 0- 1 �4' LOIII� pefWALL
p EW5 f�or rl es-r 81- F:V,:Drl
e 4 It O.C. tryl?)
x4-` &JEL &Of-Xld�
III-
�bz riv-s-r a, rc-&Jp \A1.4u,
"// Z - I (.a J 70 F,_ IfLs e- E�.& - EIj v
SCALE: N.T.S.
ri P-so 1 11010 11 ov_ eptia,
EA. CLTLOOVICA7,
2 X 4-` oUTLWV-f_Z &,
Z4j1 0.6.
�)Imp5oj "LST&lb
4,50 11 R,-Y p oz 71le
2_411A CP54 i:�,
"OPT"
!/Z!l bi,. I LC-> &, C,01' 0, C,
121, C), C, ri EID
I] L_ p bw4blCE, -rcD E1,47.,d
LF,&s-r c)c)c/e> o)E-( L
(5 E.F, -az L-r-)
W_ -
ILI iivl mod
ME .9 , 2
SECTION - TYPICAL BALLOON FRAMED GABLE END BRACING DETAIL
SCALE: N.T.S.
SECTION
sw5o,Q "m-rsvo"
o V_ E.Q L16L-
C2 ft. 2 11 A — -ro
pt_j,b.4T,E_
151 -1 P�50 j I, 5F7 2
(00 E-QU &L
SCALE N.T.S.
-rO &� I L `1' 1 - I (o J JW L S
I oj x 3 " 0. c. 49, G', 0. c, - (TYF.
2!'x 4!' 0011 =�w — 24!
zm::o es 7 10. C.
I old 04.1 L.5 F�jz jo I QT
mio.
2-lix4" L7U 0 0 EZ5
ALTERNATE NON — DROP GABLE END DETAIL
.SECTION
2 0 0 It It 0
4 0 or f7bixia,
&L4)CAd4i rM5�
10 cl x 3" ab-I LS 4" 0. C,
(z) 1cd K6jLs
fy, 4" 6LOCKIJ4
SCALE KT.S.
SCALE: N.T.S.
FJEVISIONS
NO.
DATE
DESCRIPTION
'o
�(D
00
m co C-4
�L-acw
Om
c Ir- 0
w '00,
s
C-04
_a < cn
4, c CPU
c _0
Ci 0
L. LLI EZ
� c
CL
2 (D E
co
Fz
L)
5 , , v
cm< >
o c -is
E
.t3 E ;=9 ow (,D
Ea 00)
1r) =) 19
1: m co
0 -0 .. 0 �;
0 (D,
>
-6 FL co
.- _c
(D CE 0 0
4) �c
0 1: cN CL
U)
M
ui
F_
<
LU
cr
D
:D
F_
F-
0
D
Z)
a:
cr
F—
F—
JOB NO.
MASTER
DATE
JULY 1, 2015
DRAWN BY
DANIEL M. OSSMAN
SHEET NO.
S-7
LEGAL DESCRIPRON.
THE SOUTH 112 OF LOT 9 AND ALL OF LOTS
10 & 11, BLOCK 75, CITY OF ZEPHYRHILLS,
ACCORDING TO THE MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC
RECORDS OF PASCO COUNTY, FLORIDA.
BOUNDARY& TREESURVEY
SECTION 11,, TOWNSHIP 26 SOUTH, RANGE 21 EAST
PASCO COUNTY FLORIDA
to CS
Fil.P.
k2 4' C. L,F.
LOT 14
0.9,
0
140 OAK 11.5 "6
ONE S TORY"'
FRAME RES
(01
LOT IJ I Q. C; I
11 0011
35.8'
X-, 0--- -z-:x <::Z
PC
:Point Of Curvature
7RM
: Temporary 84ndmork
CONC.
Pr
PRC
:Point of
:Point Of Zge-yavature
R.
aw
:9*nchmar*
A.Pa
-,Concrete
:A Part Of
POC
:Point of Compound Curvature
PP,
:PowerItItilty Pole
COV
: Cavervif
PI
Point Of Intersection
PSM
:P�,ofersknd -Surveyor & Mapper
MAS
:Masomy
SIR
Set Capped Inm Rod 112" JW2
LS
:LAcensed Business
RM
:Resh*nce
RR
Found &an Rod
RLS
:Registered Land Surveyor
Pa
: Plat Book
RP
.Found kon Pipe
AWA
:As Their Interests May Appear
Pr%
: Pop
FCM
Found Concrete Monument
ISAOA
-Its Successors AndlOr Assigns
TYR
: Tspkal
S.C.M.
Set Concrete Monument
R. r, P.
:Rehkrced Concrete P*w
WX
: Mod Fence
SET USK Set P-K Sail & Disk
(P)
:EArvatian
FND DISK Found P-K AW & D1S*
FND RRS Found Railroad
(0)
-Dood
ASPH.
:A*hdt
NCF
;Na Cw?w round or Set
M—)
--Dwa"ion
W.C.
:Wtne" Comel
PRM
Permanent Reference Monument
(C)
.0olcuiation
RIV
:Right Of Way
O/H
-Overhood Wkwar
(F)
F-,Wd Measured
EWr
:Eassmant
C.L.F.
:Chah Link Fence
SEC.
Section
S11V
Sidevolik
P.aq.
:Point of Begbabg
TOP.
:Townshia
Ca
Chard Saming
P.0.a
:Polht of Cammenownent
RGE
Range
COIL
Cdumn
PK
:Porker-Kafan
cl-L
.0snteri;ne
So.
:Squors
aR.&
: Offidd Rocartis Book
A/C
Air CwmWkww
DIA
:Diameter
Va
Concrate Valloy Gutter
01A
.0�
U.S
: United States,
jlb
C4 I
Q,
nr .1 1 ! -P :;E
S.
0
24 OAK 00
44 CAMPHOR 0
LOT 11
PHONE
'RISER
40,1
.4 -T
FI.R.
114'
P.P.
�14
----------------
140' (P)
INDER OF LOT 9 NOT INCLUDED
*32*35"E. 139.87' (F)
sou TH 112 241OAK 22 OAK
0 0 0
0 TWIN 22 OAK
TWIN 7
CHERRY OF,- LOT 9
— —LAUREL — — — — zi —
LOT 10 1
1 24.3
20.0'
0 WRIZON
F. /. P. BOX
I
0 18 OAK
WOOD ONE
ai
s7psl "0 STORY
MA S. &
AIQ FRAME
RES.
8.3' jf580.3 L�
144' A I- T
A
N C
C 0 JJZ
zs. 8 2102 T. 0 140.16' (1
32 CAMPHOR i4o' (P)
27.9'
0
16 RAIN Q
CONC,
4' 28.6'
16 RAIN
14 CHERRY LAUREL
EDGE OF PA VEMEN T
19.4' ASPHAL L
10#7 A VENUE
.9
F_ _Surveyor s No tes:
1) Property Moon hereon appears to be located in Rood 2bne 'X' pw FI.R.M. No. 12101C 04W
Dated 9-26-14. 7his surwyw makes no guarantees as to the accuracy of the above Information.
Local F.E.M.A. agent should be contacted thr wification.
2) No underground utillbssl, underground anorvochments or bu#dvV foundations were measured or
located as part of this surw)e Tnw and shrubs were not located unless otherwise shown.
5) This survey was conducted without the beneflt of an abstract of tiffe, therefore the-* may be
other easement% rights of way, setback linex agreementA reservationx restrictions or other sk*n#ar
matters of public rwAw-4 not shown hereon.
4) Unless othervise noted, distances shown harew refer to plot and field measurements and are
measured In U.S. fleet
5) Re -use of this surmy for purposes other than it was intended without written v�kotpon. wff be
the re -users sale risk and without Mablity to the surveyor. Nothing herein shall be construed to
convey any rights or benefftq to on,%vne other than those to whom this survey was originally
CW~.
60' R/W
110
:�:., 1 � �
%J OD
V.:
00
I
114
19.7'
F. C. Am.
4
47W
0
FIRE
H YDRAN T
f.-
Z
SC" A" = 20'
0' 10' 20' 30'
1
i j
'0
0i 4z
Q6
Sguare Footage B akdown:
725 s1f Existing heated living area
78 Existing heated area to be demo
647 sif Existing heated living area after demo
293 Proposed heated living area addition
940 sif Total square footage heated area under roof
32 s1f Proposed covered front porch addition
. DAVID L. SA fITH
SURVEYMG ",0 AMPPING, RVC.
1406 W LINEMUGH AVE. Tampa, f7. 33612
IMP Phone (81J) 935-f960 Fox (813) 9JJ-9446
Certificate of Authorization IL.8. #6962-
SURVEYOR'S CER77nCA TE
I hereby carthly that the survey represented hervan meaft t1ke rewinwnents of Rarklo
A*nk*trvffW code pursuant to Chapter W-1Z050,051-052 of Me F� Statutea Wess It
bears tho signature and the orJgbal raised sed of this RarW lkwised *Lwvvjw cad mqww
this drowing, sketck plot or map Is for informational puMosse orz(V and Is not valid
,/. A#a44a FWU4 PS34 4192 Signature
rfcTu
Date: 08123116
job 1608-049
Number
CERTFIE0 TO.
DARWN W TROYER,
Trustee of the Daryin W Troyer Revocable Trust U7D 6-24-04
RUTH ANN TROYER,
Trustee of the Ruth Ann Troyer Revocable Trust U77? 6-24-04
NOTE ALL TREES ARE MEASURED IN INCHES
BEARINGS ARE BASED ON THE KEST RIW LINE OF 18th STREET AS,
'N.00*00'00'E ' ASSUMED.