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SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST
PASCO COUNTY, FLORIDA
LEGAL DESCRIPTION:
LOTS 15 & 16 AND 7HE NORTH 6.5 FEET OF LOT 14,
BLOCK 117, TOWN OF ZEPHYRHILLS, ACCORDING TO THE
MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1,
PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
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CER77FIED TO.•
DARV IN W. TROYER, Trustee of the DARVIN W. TROYER REVOCABLE TRUST
U7D 6-24-04
RU7H ANN TROYER, Trustee of the RU7H ANN TROYER REVOCABLE TRUST
U7D 6-24-04
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NOTE. • ALL TREES ARE MEASURED IN INCHES.
BEARINGS ARE BASED ON THE NOR THHES7ERLY RIW LINE OF IIth STREET AS,-N.25.0000-W.', ASSUMED.
SCALE 1 " = 120'
1-1
0' 10' 20, 30, z
Surveyor's No tee • I
5 ITS DA VID L. SMITH
1) Propertyy shown hereon appears to be located InRood Zone hl' per F.I.RM. No. 12101C 04W
SURVA7WG AND &APPEK, INC.
Doted 14!14. This surve)ar mattes no guarantees as to the oacurwy of the above hformatkn.
Local F.EM.A. agent should be contacted for vaif/cation.
G �� 1406 W. UNE34UGH AVE Tempo, Fi. 33612
2) No undergnamd uHPitks undenpround encroachments or bufdhg foundation* ware measured or
0 Phone (813) 935-1960 Fox (813) 933-9445
located os pat of thb survey. TTress and shrubs were not located unless otherwise shown.
3) file survey was conducted without the benefit of an abstract of tiff therefore there may be
other sossments, rights of way, setback lhes; ogrsemente reeernvtions; restrictkne or other elmNar
Certificate of Authorization "L.B. #6962"
matters of public record, not shown hereon.
SURVEYOR'S CER77RCA7F
4) Unless otherwise noted distances shown hereon refer to plat and Reid measurements and are
measured h U.S feet.
5) Re -use of this survey for other than It was intended without written vatlTcatlon, will be
/hereby aertHy that the sure reprkrwnted hereon moots the nsqubkmwnfs of Rabb Admhisbathe code
pursuant Chapter OtiIkens of the fiatdo Statutes beak t a ohak anal the
d tdn, is far
purposes
the re -user sole risk and without lkiblffy to the surw Nothinghereh shall be construed to
hle n plat or map
aigfind roiled led of dris Fkn►ldo /kinked aH wyor and mapper this airowing ake
is thk
hlbrmalkmat purposes a i and is not valid
any rights or benefits to onpne other than thorn to wham this survey was or inaNy
corticonvey
ffed,•�""""'--
•. hb norm h" bio d.,tr ll�,,,. Digitally signed by J.
Date; D4/27/19
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Number 1904-092
SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST
PASCO COUNTY, FLORIDA
LEGAL DESCRIPTION:
LOTS 15 & 16 AND THE NORTH 6.5 FEET OF LOT 14,
BLOCK 117, TOWN OF ZEPHYRHILLS, ACCORDING TO THE
MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1,
PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
ALL WORK SHALL COMPLY WITH PREVAILING
Uf CODES ~LEI , .1% BUiLDNG r.0DE,
G NgrION -EI-50TRIC �` 01DE
AND THE s✓I"iy or �M.s'H'!RHILLS
ORDINANCES
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REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
5524 11TH STREET
DATE
DECEMBER 21, 2019
DRAWN BY
Daniel M. Ossman
SHEET NO.
SITE_
Date: 2019.04.2915:44:28
REVISIONS
NO I DATE I DESCRIPTION
Fiberglass shingles over 30 Ibs felt or option peel and stick over 5/8" plywood sheathing
(See table R803.1) with roof structure spaced no more than @ 24" o.c.. See roof framing
layout and connection schedule for additional information.
R905.2.2 Slope.
Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units
horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal
(2:12) and less than four units vertical in 12 units horizontal (4:12), double underlayment
application is required in accordance with Section R905.1.1.
R905.2.3 Underlayment.
Undedayment shall comply and be installed in accordance with Section R905.1.1.
R905.2.4 Asphalt shingles.
Asphalt shingles shall comply with ASTM D3462.
GABLE END EXTERIOR FINISH:
On the sides and rear gable end of the house, install
board and batten 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 — 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 6th Edition 2017 Residential.
EXTERIOR FINISH AT SIDE AND REAR
OF THE HOUSE:
On the sides and rear of the house, install board and
batten 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 _ 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 6th Edition 2017
Residential.
RIGHT SIDE ELEVATION
EXTERIOR FINISH AT FRONT OF SFR:
Match existing wood lap 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 _ 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 6th
Edition 2017 Residential.
FRONT ELEVATION -
a�
2i G� F, ✓EJ
All elevations drawn are for "illustration" purposes
only. For "actual" elevation construction, consult
construction drawings and structural details for
additional information.
SCALE: 1/4" = 1' - 0"
Approx. roof pitch on the main house addition: 12112 "MUST" be field verify by truss manufacture
and approved by owner and / or contractor before the production of roof trusses.
Approx. roof pitch on the proposed addition: 5 112 "MUST" be field verify by truss manufacture and
approved by owner and / or contractor before the production of roof trusses.
Proposed finish ceiling height: 9' - 8" (min.). Contractor to field verify and "MATCH' the ceiling height
of the existing house. AN finished ceiling heo is are the responsibility of the contractor and "MUST"
be coordinated with the owner prior to the beginning of construction.
All lintel / header heights are the responsibility of the contractor and "MUST" be coordinated with the
owner prior to the beginning of construction.
Truss company "MUST" field verify all existing roof conditions, roof slope, overhang bearing points, tie-
in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and
Architect who signed / sealed the plans assumes no responsibility for errors in production of roof
trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and
dirr►ensioning.
CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY,
FLAT AND OR OTHER CEILING TYPES. CONTRACTOR Is 100% RESPONSIBLE FOR THE
EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END is CONSTRUCTED. ALL
EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 6TH EDITION (2017)
RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL
ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACNNG DETAILS. DANIEL M. OSSMAN
DRAFTING SERVICE AND ARCHITECT WHO SKMD / 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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JOB NO.
5524 11 TH STREET
DATE
DECEMBER 21, 2019
IDRAWN BY
Daniel M. Ossman
SCALE: 1/4" = 1' - 0"
SHEET NO.
A-1
Fiberglass shingles over 30 Ibs felt or option peel and stick over 5/8" plywood sheathing
(See table 11803.1) with roof structure spaced no more than @ 24" o.c.. See roof framing
layout and connection schedule for additional information.
R905.2.2 Slope.
Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units
horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal
(2:12) and less than four units vertical in 12 units horizontal (4:12), double underlayment
application is required in accordance with Section R905.1.1.
R905.2.3 Underlayment.
Underlayment shall comply and be installed in accordance with Section R905.1.1.
R905.2.4 Asphalt shingles.
Asphalt shingles shall comply with ASTM D3462.
GABLE END EXTERIOR
On the sides and rear gable end of the house, install
board and batten 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 _ 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 6th Edition 2017 Residential.
EXTERIOR FINISH AT SIDE AND
REAR OF THE HOUSE:
On the sides and rear of the house, install board and
batten siding over a water resistive "Tyvek" vapor
barrier, over 112" cd-x plywood sheathing that is nailed
with 10d x 1 1/2" nails @ 6" o.c. edges and 12" field,
over 2 x _ 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 6th Edition 2017
Residential.
r7. ry c , /c .
,LEFT SIDE ELEVATION
REAR ELEVATION
r'7. t-, --,to . /r Lw-
All elevations drawn are for "illustration" purposes
only. For "actual" elevation construction, consult
construction drawings and structural details for
additional information.
SCALE: 1/4" = 1' - 0"
NOTE:
Approx. roof pitch on the main house addition: 12112 "MUST" be field verify by truss manufacture
and approved by owner and / or contractor before the production of roof trusses.
Approx. roof pitch on the proposed addition:' 5 / 12 "MUST' be field verify by truss manufacture and
approved by owner and / or contractor before the production of roof trusses.
Proposed finish ceiling height: 9' - 8" (min.). Contractor to field verify and "MATCH" the ceiling height
of the existing house. All finished ceiling heights are the reeponsibility of the contractor and "MUST"
be coordinated with the owner prior to the beginning of construction.
All NnW / header heights are the responsibility of the contractor and "MUST" be coordinated with the
owner prior to the beginning of construction.
Truss company "MUST" field verify all existing roof conditions, roof slope, overhang bearing points, tie-
in, etc. before engineering and manufacturing of roof trusses. Daniel M. Osman Drafting Service and
Architect who signed / sesied the plants assumes no responsibility for errors in production of roof
trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and
dimensioning.
CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY,
FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE
EXTERIOR (MALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL
EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE GTH EDITION (2017)
RESIDENTIAL, CHAPTER i, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL
ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN
DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO
RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE
BUILDWG CODE FOR GABLE END CONSTRUCTION.
REVISIONS
NO
DATE
DESCRIPTION
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)OB NO.
5524 11 TH STREET
DATE
DECEMBER 21, 2019
IDRAWN BY
Daniel M. Ossman
SCALE: 1 /4" = 1' - 0"
SHEET NO.
A - 2
•1;J 41101 AW910 Fklg
1. See "WALL LEGEND DESCRIPTION" for all existing and / or new wall locations. The
the additions that are not dated with the original house in 1928, will be demo and rebuilt.
2. The existing raised wood floor system will remain, but (reinforce the floor framing if
needed once the walls and roof is demo). The front foyer will be opened back up to its
original use as a covered front porch.
3. Upon removal of drywall, contractor has found minor water, termite and / or fire damage
to a few wood stud. Contractor will replace any lumber size for size as needed.
4. Contractor will install hurricane clips where no hurricane clips currently exist. Floor
sheathing will be replaced with 3/4" plywood.
5. Electrical contractor to rewire entire house.
6. Mechanical contractor to install a new heat pump and located the air handler in the attic
space above.
7. Plumbing contractor to replace all plumbing fixtures and cap off any unused drains. Hot
water tank will be located in the attic.
8. List of other items that are to be replaced on said project:
A. Complete kitchen, bathroom remodel including cabinets and appliances.
B. Change -out all interior / exterior doors and windows. See window and door
schedule for more information and locations.
C. Replace existing drywall and insulation.
Raised wood floor:
Exterior frame walls:
Ceilings:
1/2" Drywall on all interior walls
5/8" Drywall on all interior ceilings
R - 19 Insulation min.
R - 13 Insulation min.
R - 38 Insulation min.
D. Install new interior finishes such as baseboard, flooring, carpet or tile.
E. Repair or replace any water / termite damaged wood siding as needed.
F. Repair soffit and fascia as needed.
G. Paint interior and exterior of house.
H. Tear -off and reroof with singles.
Florida Product A roval
Product Category
Manufacturer
Approval Number
Board and Batten
LP Building Products
FL 909.1 R7
Weatherproofing Roofing
Owens Corning
FI 9777.2 R11
Underlayment
Asphalt Shingles
GAF Materials Corp
FL 10124.1 R20
Ridge Vents
GAF Materials Corp
FL 6267.1 R14
Vented Vinyl Soffit
Kaycan
FL 16503.3 R3
Note:
I. Any products that are substituted, must meet or exceed products specified.
Contractor "MUST" provide all product data to building inspector at time
of inspection.
DESIGN AND WIND CRITERIA
(FBC 6th EDTION 2017 RESIDENTIAL)
Address:
5524 11 th Street
Zephyrhills, Florida 33542
Basic Wind Speed (V)
150 mph
Building Classification
RISK Category II
Wind Importance Factor (1)
1
Wind Exposure
C
NOTE:
THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND
INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO
COMPLY WITH THE FLORIDA BUILDING CODE 6th EDITION
2017 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3
SECOND WIND GUST).
ITT Mw WIS [IF-lic-11 10*• .0 11 • 1. . • • , I 1
986 sK Existing heated living area
(Demo 590 s/f part of the house that was not
originally built in 1925)
116 s/f Existing enclosed front porch
(Open existing enclosed front porch back to
original it's use as covered front porch)
169 slf Dwno rear covered rear porch
• 1 • •1• : • •L� A•• ill
1,267
s/f
Heated living area
214
s/f
Covered front porch
165
s1f
Covered rear porch
EXISTING FLOOR PLAN LAYOUT
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
5524 1TH STREET
DATE
DECEMBER 21, 2019
DRAWN BY
Daniel M. Ossman
SHEET NO.
A - 3
SCALE: 1 /4" = 1' - 0"
Connection Schedule
Manufacturer
Model
Uplift
FI Product
Location / Use
Name
No.
Approval Number
Simpson
HETA20
#1810
FL 11473.3
pier connection to
wood beam.
Simpson
Floor joist hanger to ledger board and
Strop Tie
LUS26
01165
FI 10655.31
/ or wood beam
4 x 4 bottom post connection to
Simpson
ABW44Z
01005
FI 10860.4
concrete slab / footing at covered
Strong Tie
rear porch.
4 x 4 top post connection to wood
Simpson
LCE4Z
#760
FI 10446.11
beam at covered roar porch at
Strong Tie
mitered corners.
4 x 4 top post connection to wood
Simpson
LPC4Z
#760
FI 10860.17
beam at covered roar porch at
Strong Ile
mitered corners.
Simpson
Woodbeam hanger to exterior frame
Strong Tie
LUS28-2
#1165
FI 10655.31
wall.
Simpson
SP1
#585
FI 10456.11
Bottom plate to wood stud
Strong Tie
connection.
Simpson
SP2
#1065
FI 10456.11
Top plate to wood stud connection.
Strong Tie
Simpson
MTS20
#1000
FI 10456.8
Valley rafter tie - in connector to
Strop Tie
existing roof structure.
Simpson
LTS20
9775
FI 10456.7
Valley lack rafter tie - in connector to
StrongTie
_____Lridge
beam.
Simpson
H10A
#1140
FL 10446.7
Roof structure connection to exterior
StrongTie
frame wall or wood beam.
1. Any products that are substituted, must "MUST" or "EXCEED" products specified.
Contractor "MUST" provide data to building inspector at time of inspection. Only truss
company can modify hurricane clips and connections specified and must coordinate with
General Contractor with any changes to plans.
2. All existing ceiling heights to remain the same. Proposed ceiling height to be a min. of
8' - 0", contractor to field verify with owner.
FINIAL OR PYRAMID CAP
AT POST
SHAPED HANDRAIL
4X4POSTAT
4' TO 5' SPACING
HISTORIC "SOULARD" STYLE
HANDRAIL
(Milled top and bottom nail with 2" x 2" balusters on 4" centers)
I_
dk
STAIRWAY CROSS SECTION
SCALE: N.T.S.
Indicate a 16" x 16" x 8" concrete block
column, on top of a 24" x 24" x 12" (min
concrete pad w/ 3 - #5 rebars each way.
Each cell (4 total) to have 1 - #5 vert
rebar in each cell with a 25" min. lap
splice. All cells to be filled and tamped
solid with concrete (typ)•
Indicate a 16" x 16" x 12" concrete pad
(min) w/ 2 - #5 rebers each way to
support a wood post above (typ).
A
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FOUNDATION / FLOOR FRAMING LAYOUT
I I I "i-1 1"*1
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
5524 11TH STREET
DATE
DECEMBER 21, 2019
DRAWN BY
Daniel M. Ossman
SHEET NO.
A - 4
Window and Door Schedule
No.
Type
Size
Notes
Door or
Florida
Window
Product
Manufacturer
Approval #
Name
1
Insulated exterior
36" x 80"
-
Therma - Tru
FL 7640.1 R8
door
Corporation
2
Insulated exterior
36" x 80"
Temp glass
PGT Industries
FL 331.3 R14
french door
3
Sin k hung window
36" x 36"
PGT Industries Inc.
FL 1435.5 R20
4
Single hung window
35" x 80"
-
PGT Industries Inc.
FL 1435.5 00
5
Single hung window
2 35" x 60"
-
PGT Industries Inc.
FL 1435.5 R20
6
Single hung window
35" x 62"
Fire egress
PGT Industries Inc.
FL 1435.5 R20
window
7
Single hung window
(2) 26" x 62"
Fire egress
PGT Industries Inc.
FL 1435.5 R20
window
8
Interior hollow core
24" x 80"
-
NIA
N/A
door
9
Interior hollow core
30" x 80"
-
N/A
NIA
door
10
Interior hollow core
32" x 80"
-
NIA
NIA
door
=76 re.-GIT. 1714 • ,lo•. 1•
1. ALL EXTERIOR DOORS AND WINDOWS SPECIFIED ARE "IMPACT RESISTANT".
2. PROTECTION OF OPENINGS SHALL CONFORM AND MEET REQUIREMENTS AS SET
FORTH IN FBC 6th EDITION (2017) 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 FIELD VERIFY" all existing openings specified on this project, 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.
i
SECTION 101.1
These regulations shall be known as the Florida
Building Code, Existing Building, hereinafter referred to
as "this code." In addition to the provisions of this
chapter, the provisions of Chapter 1, Florida Building
Code, Building, shall govern the administration and
enforcement of this code.
SECTION 101.2
The provisions of the Florida Building Code, Existing
Building shall apply to the repair, alteration, change of
occupancy, addition to and relocation of existing
buildings.
SECTION 801
Level 2 alterations as described in Section 504 shall
comply with the requirements of this chapter. The 2017
Florida Building Code - Existing Building 6th Edition.
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 - 4.2 insulation over P.T. furring strips
For all "exterior walls" use 2 x 4 studs Q 16" o.c. and
finish with 1/2" drywall over min. R -13 insulation. For all
"interior walls" use 2 x 4 studs Q 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.
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.
It is the responsible of the General Contractor to make a field
inspection to verify all existing field conditions and measurerrmft
with proposed plans for accuracy, before disfibu" 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. WLL NOT" be held liable for any
inaccuracies in dimensions with existing field conditions or other
trades on proposed plans.
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EXISTING / PROPOSED FLOOR PLAN LAYOUT
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REVISIONS
N01 DATE FDFSCRIPTION
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JOB NO.
5524 1TH STREET
DATE
DECEMBER 21, 2019
DRAWN BY
Daniel M. Ossman
SCALE: 1/4" = 1' - 0"
SHEET NO.
A 5
FraminaLayout Notes:
Framing loge ut drown by Daniel M. oesrnsn D IMV Ser,rloa, Mc. is a sdtet "C
r�spfd«yawitn only. it a reeporMilaitibt act the General Contractor to male a field
inspection to verify "ALL" existing field condW*ns including accuracy in dimensions with
proposed plans. General Contractor "MUST" cw* in mI&g (ow *m and calls) 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 pro -en- . -end trusses 0* we conehucMd for said project. Daniel M.
Oesfw D v tifq Service, Inc. "WILL NOT BE HELD LIABLE" 16r emcs mede on any
ffarrwn9 (Ater or roat) teas leyoua.
2 Upon recwwq said Plains frog, the c WWSI Cw*sckw ... the to a vnw%*Am
"11"r melts a their "OW Held W4p*cftn to "DOL LE CHECK" all eaehftV Bold
conditions, root sloped, Wnwaf ", and di wwoons prior to #0 - — Q at any f ON
trusses. Trues rra nisackse "MUST" cedity (the wns and dNd) *a #"w 1iNd inspsciion
was conducted on by their company. This corliflembon must be 9wen to the Owmal
Contractor in wAtMg prior loft F Ilacm ft: M any / all busess an said pqjsc2.
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 Dre"
Service, Inc. Truss manufacture must first notify General Contractor in writing of these
changes as soon as possible.
5 Truss design drawings shah be prepared in accordance to and conformance with section
R802.10.1. 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 1-12).
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 truse company's
sealed drawings shall superseded this drawing. This also inckides truss company's
specified hurricane and other anchors supersede one shown on this drawing.
7
8
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 6th edition (2017) residential.
CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY,
FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSE LE FOR THE
EXTERIOR (MALL CONSTRUCTION METHOD WHERE A GABLE END M CONSTRUCTED.
ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE M EDITION
(2017) RESIDENTIAL, SECTION R - NO FOR CONSTRUCTION METHODS. SEE ADDITIONAL
ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN
DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO
RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW
THE BUILDING CODE FOR GABLE END CONSTRUCTION.
S �JEoTtl,►,I�, - 5 EE V✓A U. SEGr1o�.I
colvE,JnoNL,. Fe&H,J�
PEA. TfZiJSS LA`fOUT
VALLEY TRUSS o
CAtiNF-►.1T1 O►.IAL
Az,&r111,1C
VALLEY TIE - IN DETAIL
SI rr1P5o
"t1Ts IZn
SCALE: N.T.S.
REINFORCE EXISTING ROOF
Where the new roof structure ties into the existing
roof structure, contractor to field verify and reinforce
the existing roof structure with 2 x 4 (min) upright
struts or use any other method if needed in order to
carry the additional roof load.
2 x 4-1, Loo �
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ROOF FRAMING LAYOUT
2-2xiQwoo D
2.r & .-A /-r-. D 1
E.Q .
2 2'- 5
IcoI- 5 It
SCALE: 1/4" = 1' - 0"
4 x 4- FT, woop
0057 (7YR
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
5524 11TH STREET
DATE
DECEMBER 21, 2019
DRAWN BY
Daniel M. Ossman
SHEET NO.
A-6
REVISIONS
NO DATE DF- CRIPTION
• ► s] 1 *1
1 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 - Interrupters (G.F.I.)
as required by the National Electrical Code (NEC) and meeting
the requirements of all governing codes.
3 Provide and install Arc Fault Circuits (ARC) in All bedrooms
as required by the National Electrical Code (NEC) and meeting
the requirements of all governing codes.
4 Unless otherwise indicated, install switches and receptacles at
the following heights above the finish floor as follows:
SWITCHES:
42"
OUTLETS:
14"
TELEPHONE:
14"
TELEVISION:
14"
SMOKE & CARBON MONOXIDE ALARMS:
SMOKE ALARMS: Per section R 314 for 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. All existing bedrooms and within 10' - 0"
outside of the bedroom as well.
CARBON MONOXIDE ALARMS: Per section R 315.1 All
carbon monoxide detector are required to be installed
within 10' - 0" of each room used for sleeping purposes.
Detector must be both hard -wired and battery backup.
Exception: This section shall not apply to existing
buildings that are undergoing alterations or repair unless
the alteration is an addition as defined in Section
R315.1.3.
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Electrical layout is schematic only. This electrical
layout hereby complies with The National Electrical
Code (NEC), or NFPA 70, and The 2017 Florida
Building Code - Residential 6th Edition. Electrician
"MUST" coordinate with general contractor and / or
owner before the installation of all fixtures.
ELECTRICAL LAYOUT
SCALE: 1 /4" = 1' - 0"
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I)OR Noy.
5524 11 TH STREET
DATI
DECEMBER 21, 2019
DRAWN RY
Daniel M. Osman
SHEET NC).
A - 7
GENERAL STRUCTURAL NOTES:
1.1. Current edition of The Florida Building Code 6th Edition 2017 Residential.
1.2. Building code requirements for reinforced concrete (ACI 318.11).
1.3. American Society of Civil Engineers minimum design loads for buildings and
other structures (ASCE 7 / TMS 402).
2. SOILS:
2.1. Minimum allowable soil pressure 2,000 PSF. See Table R401.4.1 for specific soil
presumptive load bearing values of foundation materials.
3.1. Concrete compressive strength at 28 days: 2,500 PSI (Normal weight).
3.2. Reinforcing bars: ASTM A615-94 (Grade 60).
3.3. Welded wire fabric (WWF): ASTM A185-01.
3.4. Detail reinforcement in accordance with ACI 318-11, latest edition.
3.5. Concrete coverage of reinforcement: Footings 3" bottom and sides.
3.6. Earth supported slabs: (Including exterior walk and driveway slabs) 3 '/z" thick,
reinforced with 6 x 6 -10 x 10 VWVF at mid depth of slab. Fiber -mesh may be
used in lieu of VWYF at contractor's option.
3.7. Concrete operators shall comply with ACI standards.
3.8. Lap splice shall be as follows: #7 bar 35", #5 bar 25"; #4 bar 20" and #3 bar 15".
4.1 Design and construction shall conform to the specification of the National
Concrete Masonry Association and ACI 318-11.
4.2 Minimum masonry unit strength: fm 1,350 PSI.
4.3 Mortar shall be type "S".
4.4 All block cells and cavities below grade shall be filled with concrete when
stemwall is greater than 24" tali above grade.
5.1 Wood structural framing members: #2 Southern Yellow Pine (unless noted
otherwise) with an allowable bending stress (fb) per NDS - 2012 = 1,250 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: 15/32" C - D grade plywood (or 7/16" OSB) under 30# felt under
2400 fiberglass shingles.
5.4 Untreated wood shall not be in direct contract with concrete. Seat plates shall be
provided at bearing locations without wooden top plates.
NAILING SCHEDULE
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 / Subfiooring 19/32" or 3/4"
Wood Structural Panel / Roof & Wall Sheathing
Gypsum Wallboard
1/2"
5/8"
Fastener
16d common
8d common
8d common
16d common
16d common
16d common
8d common
10d common
1Od common
16d common
8d common
8d common
16d common
10d common
10d common or
10d hot dipped galv. box nails
8d common or
8d hot dipped gals. box nails
1 3/8" drywall nail
1 1/" drywall nail
Number of Spacing
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
24" 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
4" o.c. gable truss
4" o.c. on ceilings
8" o.c. on walls
4" o.c. on ceilings
8" o.c. on walls
3 tab asphalt roofing shingles 1 %" min. 11 ga. Galy. nails 6 fasteners per shingle
with min. 3/8" diameter head
END ZONE 'A' = 6 FEET
A
A
A
A
2
1
2
2
1
2
3
3
3
3
ROOF ZONES
5 1 4 1 5 1
WALL ZONES
ULTIMATE DESIGN
WIND SPEED
vult - 150 m.p.h.
a
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COMPONENT
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LOADS
FOR
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LOCATED IN
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1
10
28.2
-44.8
1
20
25.8
- 43.6
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50
22.4
- 41.9
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1
100
20.0
- 40.7
2
10
28.2
-78.0
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2
20
25.8
-71.8
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2
50
22.4
-63.5
2
100
20.0
-57.2
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10
28.2
-115.4
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20
25.8
-108.0
3
50
22.4
-98.0
3
100
20.0
-90.5
4
10
49.0
-53.1
4
20
46.8
- 50.9
4
50
43.8
- 48.0
4
100
41.6
-45.7
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4
500
36.6
-40.7
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5
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49.0
-65.6
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5
20
46.8
- 61.1
5
50
43.8
- 55.3
5
100
41.6
-50.9
5
500
36.6
- 40.7
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. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE
BUILDING SURFACES, RESPECTIVELY.
GENERAL NOTES:
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 shah aoordiniift all work between site, building
electrical, mechanical and plumbing before each phase of construction begins.
6. DO NOT SCALE PLANS.
R301.4 Dead load.
The actual weights of materials and construction shall be used for determining
dead load with consideration for the dead load of fixed service equipment.
R301.5 Live load.
The minimum uniformly distributed live bad shall be as pro KW in Table R301.5.
TABLE R301.5 MIN1MIUM UNIFORMLY DISTRIBUTED LIVE LOADS (in
pounds per square foot)
USE LIVE LOAD
Uninhabitable attics without storageb 10
Uninhabitable attics with limited storageb, 9 20
Habitable attics and attics served with fixed stairs 30
Balconies (exterior) and deckse 40
Fire escapes 40
Guards and handrailsd 200h
Guard in -fill componentsf 50h
Passenger vehicle garagesa 50a
Rooms other than sleeping rooms 40
Sleeping rooms 30
Stairs 40c
For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, 1
pound = 4.45 N.
a. Elevated garage floors shall be capable of supporting a 2,000-pound
load applied over a 20-square-inch area.
b. Uninhabitable attics without storage are those where the clear height
between joists and rafters is not more than 42 inches, or where there are
not two or more adjacent trusses with web configurations capable of
accommodating an assumed rectangle 42 inches in height by 24 inches in
width, or greater, within the plane of the trusses. This live load need not be
assumed to act concurrently with any other live bad requirements.
ac. Individual stair treads shall be designed for the uniformly distributed live
load or a 300-pound concentrated load acting over an area of 4 square
inches, whichever produces the greater stresses.
d. A single concentrated load applied in any direction at any point along the
top.
e. See Section R507.1 for decks attached to exterior walls.
f. Guard in -fill components (all those except the handrail); balusters and
panel fillers shall be designed to withstand a horizontally applied normal
load of 50 pounds on an area equal to 1 square foot. This load need not be
assumed to act concurrently with any other live load requirement.
g. Uninhabitable attics with limited storage are those where the clear
height between joists and rafters is not greater than 42 inches, or where
there are two or more adjacent trusses with web configurations capable of
accommodating an assumed rectangle 42 inches in height by 24 inches in
width, or greater, within the plane of the trusses.
The live load need only be applied to those portions of the joists or truss
bottom chords where all of the following conditions are met:
1.The attic area is accessible from an opening not less than 20
inches in width by 30 inches in length that is located where the clear
height in the attic is not less than 30 inches.
23he slopes of the joists or truss bottom chords are not greater than
2 inches vertical to 12 units horizontal.
3.Require'd insulation depth is less than the joist or truss bottom
chord member depth.
The remaining portions of the joists or truss bottom chords shall be
designed for a unihxmly distributed concurrent live load of not less than 10
pounds per square foot.
h. Glazing used in handrail assemblies and guards shall be designed with
a safety factor of 4. The safety factor shall be applied to each of the
concentrated loads applied to the top of the rail, and to the load on the in -
fill components. These loads shall be determined independent of one
another, and loads are assumed not to occur with any other live load.
TABLE R301.6 MINIIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER
SQUARE FOOT OF HORIZONTAL PROJECTION
TRIBUTARY LOADED
AREA IN
SQUARE FEET FOR
ROOF SLOPE ANY
STRUCTURAL
i MEMBER
0 to 201 to Over
200 600 600
Flat or rise less than 4 inches per foot (1:3) 20 16 12
Rise 4 inches per foot (1:3) to less than 12
inches per foot (1: 1) 16 14 12
Rise 12 inches per foot (1:1) and greater 12 12 12
For SI: 1 square foot = 0.0929 m2, 1 pound per square foot = 0.0479 kPa, 1 inch
per foot = 83.3 mm/m.
R301.7Deflectlon.
The allowable deflection of any structural member under the live load listed in
Sections R301.5 and R301.6 or wind loads determined by Section R301.2.1 shall
not exceed the values in Table R301.7.
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
MASTER
DATE
J,ANUARY 1, 2018
DRAWN BY
Daniel M. Ossman
SHEET NO.
S-1
Termite P rotectio n
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, retreatment 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
overpour 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 R318.1.1 through R318.1.6 do not apply;
however, a signed contract assuring the installation, maintenance and monitoring of
the baiting system that is in compliance with the requirements of Chapter 482, Florida
Statutes 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 R318.1.1 through R318.1.6 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 (0.25 mm),
and be sealed within the slab using a noncorrosive 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 nonpreservative treated or non -
naturally durable wood, or other cellulose -containing material prior to concrete
placement.
Exception: Inorganic material manufactured for closing cells in foundation concrete
masonry unit construction or clean earth fill placed in concrete masonry unit voids
below slab level before 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 or other veneer which is poured
integrally with the concrete foundation. No supplemental concrete foundation pours
which will create a hidden cold joint shall be used without supplemental treatment in
the foundation unless there is an approved physical barrier. An approved 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 a 6 inch (152
mm) clear inspection space of the foundation sidewall exterior exist between the
veneer and the top of any soil, sod, mulch or other organic landscaping component,
deck, apron, porch, walk or any other work immediately adjacent to or adjoining 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 structure sidewall,
whether by underground piping, tail extensions or splash blocks. Gutters with
downspouts are required on all buildings with eaves 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 dearly visible and readily removable prior to completion of the work.
Wood shall not be stored in contact with the ground under any building.
R 318.7 Inspection for termites.
In order to provide for inspection for termite infestation, cleara" between exterior, wall
coverings and final earth grade on the exterior of a building shall not be less than 6
inches (152 mm).
Exceptions:
1.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 writh 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, polyisocyanurate and other
foam plastics shall not be installed on the exterior face or under interior or exterior
foundation walls or slab foundations located below grade. The clearance between foam
plastics installed above grade and exposed earth shall be at least 6 inches (152 mm).
Exceptions:
1. Buildings where the structural members of walls, floors, ceilings and roofs are
entirely of noncombustible materials 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.
SECTIOR803
ROOF SHEATHING
R803.1 Lumber sheathing.
Allowable spans for lumber used as roof sheathing shall conform to Table
R803.1. Spaced lumber sheathing for wood shingle and shake roofing shall
conform to the requirements of Sections R905.7 and R905.8. Spaced lumber
sheathing is not allowed in Seismic Design Category D2.
TABLE R603.1
MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
RAFTER OR BEAM SPACING MINIMUM NETTHICKNESS
(inches) (inches)
24 5/8
48a
60b 11/2T&G
72c
For SI: 1 inch = 25.4 mm.
a.Minimum 270 Fb, 340,000 E.
b.Minimum 420 Fb, 660,000 E.
c.Minimum 600Fb, 1,150,000 E.
ROOF DIAPHRAM NAILING SCHEDULE
OOF EDGE
R803.2.3.1 Sheathing fastenings.
Wood structural panel sheathing shall be fastened to roof framing with RSRS-01 (2 3/8" x
0.113") nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at
intermediate framing, unless roof diaphragm design requires a closer spacing. RSRS-01 is
ring shank roof sheathing nail meeting the ins in ASTM F1667.
Where roof framing with a specific gravity, 0.42 5 G < 0.49 is used, spacing of ring -shank
fasteners shall be 4 inches on center in nailing zone 3 in accordance with Figure
R803.2.3.1 where Vint is 165 mph or greater.
Exceptions:
1.Where roof framing with a specific gravity, 0.42 5 G < 0.49 is used; spacing of ring -
shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate
framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal
to 140 mph in accordance with Figure R803.2.3.1.
2.Where roof framing with a speck gravity, G = 0.49 is used, spacing of ring -shank
fasteners shall be permitted at 12 inches (305 mm) on center at intermediate
framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal
to 150 mph in accordance with Figure R803.2.3.1.
3.Where roof framing with a specific gravity, G = 0.49 is used, 8d common or 8d hot -
dipped galvanized box nails at 6 inches (152 mm) on center at edges and 6 inches
(152 mm) on center at intermediate framing shall be permitted for Vult less than or
equal to 130 mph in accordance with Figure R803.2.3.1.
FASTEN 2X4 NO.2 SYP DIAGONAL
BRACE TO BLOCKING W/ (6) 10d -
2X6 NO 2 SYP DIAGONAL BRACE
(MIN. 4 BAYS IN LENGTH)
• UP TO 8FT SINGLE 2X6 ONLY
• UP TO 20FT, 2x6 W/ 2x6 T-BRACE
FASTEN 24 NO. 2 SYP 8'- 1 OR
"T-BRACE" TO DIAGONAL
BRACE W/ 10d 0 3" O.C.
2x4xV4r NO.2 SYP LATERAL
BRACE Q 48" O.C. FASTENED
TO EACH TRUSS W/ (3) 10d -
TOE -NAIL MIN 2x6 NO SYP BLOCKING
BETWEEN TRUSS TOP CHORDS W/
(3)10d EACH END
ROOF DECK
ON
2x4 NO. 2 SYP BLOCKING BETWEEN
OUTLOOKERS. FASTEN EACH
BLOCK TO ROOF DECK AND DBL
TOP PLT W/ 8d COMMON 0 3" O.C.
2x4 SYP OUTRIGGER (a 24" O.C.
CLIP TO GABLE TOP CHORD W/
(1) H2.5T W/ (10) 8d x 1-1/2"
GABLE TRUSS
24" LONG 2x4 NO.2. SYP SCAB
APPLIED TO GABLE VERTICAL
W/10dAT3"O.C.
2x6 NO 2 SYP DIAGONAL BRACE
FASTEN (1) SIMPSON HGA 10 BRACE CONNECTOR FROM
TO DIAGONAL BRACE TO GABLE VERTICAL.
2x4 NO.2 SYP BLOCK CONTINUOUS BETWEEN DIAGONAL BRACES.
FASTEN TO DBL TOP PLATE W/ 10d AT 3" O.C.
FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR
FROM TO DIAGONAL BRACE TO GABLE VERTICAL
GABLE TRUSS TO TOP PLATE CONNECTION �� -- DBL TOP PLATE PER PLAN
1. FACE NAIL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING
W/ 10d 0 8" O.C. EXTERIOR WALL PER PLAN
2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/ (8) 10d Q 48"O.C.
� WALL SHEATHING PER PLAN
1. MAX. TRUSS SPACING = 24" O.C.
2. OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -
DROPPED GABLE TRUSSES W/12" OR LESS OVERHANGS.
3. L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY.
GABLE ANGLE BRACING DETAIL
QJ 1 /4" = 1'-0"
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
MASTER
DATE
JAtWARY 1, 2018
DRAWN BY
Daniel M. Ossman
SHEET NO.
S-2
HAZARDOUS LOCATIONS
SECTION 2406 SAFETY GLAZING
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: 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 jalousles.
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(1).
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 doors.
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 m?);
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.
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 bad 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.
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) (0.76 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 pods 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 stabs 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 1013 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 1/4inch (6.4 mm). Fully tempered glass
and laminated glass shall comply with Category it of CPSC 16 CFR Part 1201 or Class
A of ANSI Z97.1.
2407.1.1 Loads.
The panels and their support system shag be designed to withstand the bads 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 shag 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 -home 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 II 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.
FIRE BLOCKING:
R 302.11 Fire blocking.
In combustible construction, fire blocking shall be provided to cut off both
vertical and horizontal concealed draft openings and to form an effective
fire barrier between stories, and between a top story and the roof space.
Fire blocking shall be provided in wood -framed construction in the following
locations:
1. In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs, as follows:
1.1. Vertically at the ceiling and floor levels.
1.2. Horizontally at intervals not exceeding 10 feet (3048 mm).
2. At interconnections between concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings and cove ceilings.
3. in concealed spaces between stair stringers at the top and bottom of
the run. Enclosed spaces under stairs shall comply with Section
R302.7.
4. At openings around vents, pipes, ducts, cables and wires at ceiling
and floor level, with an approved material to resist the free passage of
flame and products of combustion. The material filling this annular
space shall not be required to meet the ASTM El 36 requirements.
5. For the fire blocking of chimneys and fireplaces, see Section
R 1003.19.
6. Fire blocking of cornices of a two-family dwelling is required at the
line of dwelling unit separation.
R 302.11.1 Fire blocking materials.
Except as provided in Section R302.11, Item 4, fire blocking shall consist of
the following materials.
1. Two-inch (51 mm) nominal lumber.
2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap
joints.
3. One thickness on 23/32 inch (18.3) wood structural panels with joints
backed by 23/32 inch (18.3) wood structural panels.
4. One thickness of 3/4 inch (19.1 mm) particleboard with joints backed
by 3/4 inch (19.1 mm) particleboard.
5. One -half -inch (12.7 mm) gypsum board.
6. One -quarter -inch (6.4 mm) cement -based millboard.
7. Batts or blankets of mineral wool or glass fiber or other approved
materials installed in such a manner as to be securely retained in
place.
8. Cellulose insulation installed as tested in accordance with ASTM
E119 or UL 263, for the specific application.
REVISIONS
NO
DATE
DESCRIPTION
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JOB NO.
MASTER
DATE
JANUARY 1, 2018
DRAWN BY
Daniel M. Ossman
SHEET NO.
S-3
I' 1 LLFP CELL. "`//;4 S vt2n 6, L
n5.
6
Ell
F, , v,.1C0® ,J& t 5
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MASONRY GARAGE DOOR JAMB DETAIL
SCALE: N.T.S.
3/ice x 1 �*, ""1'A c*j S (Taai 15PLocK)
/4'r Er'18E DMEtii'T
' . -0
�1
24"r1A ( •TYP.
• G, L U E, &Lode, & rm H 41"'Tylp.
M.. OP P, TB 6d1cKSTV_I, P -
•' 1'
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= - 1
r (WR)
eASTEt lE25 I idTo
rq A5O1I&
. ; i
M 1 isl .. /t/'� c��' QP Q gUcu��
J a I rT' F I LLE.R Pl Ec.F-S o
UJ04STZIP MUST F£ Z41'
01Z L)# ER CAUL 4 8 E46CA
J 0 I id -r CTYR)
BUCKSTRIP INSTALLATION DETAIL
K FM
cJ 11-4 Pw tj r i Ire P ,� J�} `!+// 5/t
S
E. &E H E-' D-'c vv
CAB) Exj� st" i?.E-
EYTE elolz F 1016 I.A
EXT. "WOOD
I'r X
PCOQ 5TO P
Wool .- to
�♦
.ff I
FRAME GARAGE DOOR JAMB DETAIL
SCALE: N.T.S.
W00 D F�Q.4H E \A/AI.L.
r10LZ
ME,- u U Kk,, Poce- Fe&rlF,
10 d t AI L-b (2 I c01"o. C'•
FF� I kl1 w/ Oct 0AILS
r.2 V O.C.
��i 1 1 9 a - I I I Q N IV I
15! A-- - LA .9
naf N= - a. 9 A
SCALE: N.T.S.
v,/Ow F_ZAJ_r1E Walt_
3 -491 o sc4mwS
PF-2 SI M ( erro 'b.L.
=.fZ W I O Pdw )
i �t s C• '�C �T1Zt P I•IlK 11...cU
TC '�"" � `�`4/ l od JAILS
&I84 t C, '
FRAME WINDOW ATTACHMENT DETAIL
1TWOUnJ rittuir vv31JUVYv vVIUUn inuuve 711U11iq %Fla" vuu, uilluo
Door Size A/&
311111d- 2 U&
5'0" 29 7/16
rA—M
6'0" 35 7/16
8'0' 47 7l16
FF
1010" 591116
Door sin AK
B
3 PaAei - 3 Track
3'+ 351/2
331/2
A
B
C
11'G" 471/2
451/2
15'0' 59112
571/2
i
Door Size A
B
C
3 Panel - 2 Track
q'F" 36 5/8
349116
35 7/16
A e
485%8
469/16
477/16
-
1�"" n05%8
589/16
597/16
I
Door Size AT
B/C
4 Pace) - 2 Trade
i5-116
3411/16
A I I I C .
16'0" 47 7/16
47 11/16
Pocket Combirrarloes
Door Size A
1 Pand -1 &radt
,,�,• 36 5 16
A
TI, 48 5%16
5'T' 6C 516
I J
i
Door Size A
B
2 Panel - 2 Track
6'0' 34 318
35 7/16
81ff' 46 318
477116
—
Door Size A
B
C
3 Panei - 3 Tradt
9`0" 34 3/8
3331/2
35 7/16
12'0" 46318
451/2
477116
1
15'0" 58318
571/2
597/16
- _.L
Door Size A;'B
2 Panel -1 Ty"
A B
i4 f`l h,
i
Door Size A/D
B/C
4 Panel • 2 Tract
'00" 181'8
2815/16
A Bic u
1210" 34 1!8
3415/16
i6'0" 461/8
4615!16
I T
!dote: Sizes above are
buck dimensions
and not rough openk*.
Nominal Double Podet Actual Frame Width*
Hookstrip To Nookstrip
2P-1 T-L & R
5'0"x6'8 ArT
1191/8
60
67x6`8'/8'Cr
1431M
72
8'0" x 61",'8'0'
191 1 /8
%
10'0' x 6'8"/8'0't
2391 /8
120
4P-2T-L & R
190' x 6`8"/8'0'
176 5/8
117112
12'0"x6'8"/8'0"
2125/8
1411/2
16'0' x 6'8"/8'0'
284 5/8
1891 /2
Name
Masonry
Wood
Name
Masonry
wood
12
15718x26
183/8x251/4
3040
373/4x49
361/4x481/4
13
19 7/8 x 38 3/8
18 3/8 x 37 5/8
3044
37 3/4 x 53
3b 1/4 x 521 /4
T4
197/8x50518
18318x49718
3Q5QeII R3/4-xb1
361/0501/41
15
19 7/8 x 63
18 3/8 x 62114
3060e
37 314 x 73
361/4 x 72 i/4
16
197/8 c33
18 3/8x 72"1/4
3420 _~
413/4 x 25
401/0241/4
lA2
271/4x26
253/4x251/4
3430
413/4x37
401/4x361/4
43.
27-1/4x383/8
2,53/4075/8
3438
413/445
401/4x41-1/4
1 A4
271 /4 z 50 5/8
25 3/4 x 49 7/8
3440
41 3/4 x 49
401 /4 x 481 /4
1A5
2T1/4x53
253/4x62114
3444
413/4-x53
40114x521/4
IA6
271/4 x 73
25 3/4 x 72114
3450e
41 3!4 x 6
401/4 x 60114
22
373/4x26
361/4x251/4
3460e`
413/4x73
401/4x721/4
23
37 3/4 x 38 3/8
36 1/4 x 37 5/8
3820
45 3/4 x 25
441/4 x 24114
24
37 3/4 x-50 5/8
36 1/4 x 49718
3830
45 3/4x,37
441/4 x 36 1/4
2,'e
373/4x63
361/4x621/4
3838
453/4x45
441/4x441/4
26e
313403
36T/4z721/4
31140 FH
453/4x49
44114081/4
32
53 7/8 x 26
52 3/8 x 25 1/4
3844
45 3/4 x 53
441/4 x 52 1/4
33
53''7/S x 8 18
530,07 518
3$50 *;
45 3/4 x 61
444X4~
34
53 7/8 x 50 5/8
52 3/8 x 49 7/8
3860e
45 3/4 x 73
441 /4 x 721 /4
35e
53718x63
523/8x62,114
40
49.314x25
481/4041/4
36e
53 718 x 73
52 3/8 x 72 114
4030
49.314 x 37
48114 x 36 1/4
405$ 1
43445,
4814-x441/4.
1 3 1
Name
Masonry
Wood
4040
49 3/4 x 49
481 /4 x 48 1 A
2020
25 3/4 x 25
24-114 x 24 1/4
4044
49 3/4x 53
48114 x 52 1/4
203C
253/4x37
241/4x36114
4050d
49314x61
481/4x601/4
2038
25 3/4 x 45
24 1/4 ??74-
4060e
493/4.x 13
48 1/4x. 721/4
2040
15 3/4 x 49
24 1/4 x 48 1/4
4420
53 7/8 x 25
52 3/8 x 24 1/4
2044
253/4 x 53
241/4x 521/4
4430
5311.8 x 37
52 3181tg-1/4
205Q
25 3/4 x 61
24 1/4 x 60 1/4
4438
53 7/8 x 45
52 3/8 x 441 /4
2060
25 3/4 x 73
241/4021/44440
53 7/8 x 49
S? 3/8 x 48 1/4
2820
33 3/4 x 25
321/4 x 24 1/4
4444
53 71S x 53
52 3/8 x 52 1/4
a30
3331407
32114061/4
4450e'
137Ax61
52318x601/4
2838
33 3/4 x 45
321/4 x 44114
4460e
53 7/8 x 73
52 3/8 x 72114
2840
33 314 x 49
321/4.x 48 1/4
' '
' 0' IMETA
' —01190
2844
33 3/4 x 53
321/4 x 52114
Name
Masonry
Wood
2850
33 3/4 x 61
321/4 x601/4
1A2
271/4 x 26
25 3/4 x251/4
2860e
33 3/4 x 73
321/4 x 72 1/4
lA3
271/4 x 38 3/8
25 3/4 x 37 5/8
3020
37 314 x 25
361/4 x 241/4
TA4
27114 x 50 5/8
253/409 7/8
3030
37 3/4 x 37
36 1/4 x 36 1/4
22
37 3/4 x 26
36 1/4 x 25 1/4
3038
313/4 x 45
361/4x 441/4
23
37 3/4 x 38 3/8
361/4 x 37 5/8
Bypass Sliding Gtass DOors
Nominal Panel Stac!1
Actual Frame Size'
2P-2T
"Y x 6'8r,'g'0"
XX,0X,X0
60 x 80196
67 x 6'8 IT"
'(X.OX.XC
72 x 90/96
AV' x6`R"/8'0"
XX,OX.XC
%x80!06
' 0T), x n.'8"/8'0"1
o(OX.XO
120 x' 80/96
3P-2T
9'0' x 61'rIXT
OXC
108 7/8 x 80/96
12'0" x 67/87
OXO
144 7/8 x 80/96
15'0"x 6'8"/8'0"t
OXO
180 7/8 x 80/96
4P-2T
10'0'x 6'8"/8'0"
OXXO
119 5/8 x 80/%
12'0' x 6'8"/B'O"
OXXO
143 518 x 80/96
16'0' x 6'8"/8'0"
OXXO
1915/8 x 80/96
3P•3T
'
9`0" x 6'8"/8'0"
X"
106 3/4 x 80i9r:•
1 TO" x 6T.!8'0"
XXY
142 3/4 x 80,i%.
15'0' x 6'8"!810'+
10(X
178 3/4 x 40/9t
4P-41
10'0" x 6TI8'0'
XXXX
1171/2 x 80/%
12'0' x 6'8'i8'0"
XXXX
1411/2 x 80/96
16'0" x 6'8",'8'0'
XXXX
1" 112 x 80196
Nominal Single Pocket Actual Frame Width" Jamb To Hookstrip
1 P-1T-UR
"0" v 611"/87 ,? '!8 36 5l16
5'0'x61"'8'Q"' 1197/F 6C5!16
2P-2T-L/R
5'0" x 6'8"/8'0'
381 /2
5815/16
0" x 6'8'/8'0"
1061/2
7015/16
87 x 6'8"/8'0"
1421 /2
9415/16
10'0" x 6'8"/8'0"t
1781 /2
11815/16
3P-37-L/R
9'0"x 6'8'/8'0"
1411/4
10511/16
12'0"x6'8"18'0"
1991/4
14111/16
15'0"x6'8"IT'
2371/4
17711/16
4P•474A
10'0' x 6'8"/B'0"
lab
116 7/16
1 TO' x 6'8"/8'0"
176
140 7/16
16'0' x 6r/gr
236
188 7/16
20'0'x6'8",/8'0"t
.7%
2367/16
Notes:
Actual Frames Sizes shown do not include wood buck or shims.
t Available in 500 Series only.
All openings must be plumb and square. Masonry opening sizes reflect nominal 1"thick
pressure treated wood buck strips. `Hood frame opennings are calculated with the drywall
butted to the window frame.
F.M.n.
11 '1
if
3 1
11
fl i
Name
Masonry
Wood
Name
Masonry
Wood
24
373/4x505/8
36114x49.718
5040e
61314x49
60114x481/4
25
373/4x63
36114x621/4
5050e
613/4x61
6G1i4xu61r4
32'
S37/8x26':
523th251/4:
5060e.
61314x73
601r4x721/4
33
53 718 x 38 3/8
52 3/8 x 37 5/8
6020
73 314 x 25
72114 x 24114
34e
537/8.x50518
52'3181497/8
6030e
733/4x37
721/41361/4
35e
537/8x63
523/8x621,14
6040e
73314x49
7 1/4x48114
36e
53,718x73
523/8x721/4
6050e
733/4x61
721/0,601A
41
74 71 x 16
73 3/8 x 15 4
6060e
7:5 3/4 x 's
12114 x 72 1/4
43e
74 74x 38318
73 3/8 x 37 5/8
,
,
, ,
0e
74 7/8 x 50 5/8
73 3/8 x 49 7/8
Name
MasaYrl
Wood
45e
747/8x63
73318x621/4
6020-3
73 3/4x 25
7211iF`tt24 V4
46e
74 7/8 x 73
73 3/8 x 72 1/4
6030-3
73 3i 4 x 37
72 1/4 x 36 V4
Horizontal
Roller Modular
6040-3
73 3/4x 49
721/444&114
Name
Masonry
Wood
6050-3
73 3/4 x 61
72 1/4 x 60114
2020
25 3/4 x 25
24 1/4 x 24 1/4
7020-3
85 3/4 x 25
841/4'x 24 1/4
2030
25 314 x 37
14 1/4 x 36114
7030-3
85 3/4 x 37
64 1/4 x 361 A
2040
25 3/4: x 49
24114 x 48 1/4
7040-3
853/4 x 49
841i4 x 48414
3020
37 3/4 x 25
361 /4 x 241 M
7050-3
85 3/4 x 6".
84 i i 4 x 60114
3030
37 3/4 x 37
36 1/4 x 36114
8020-3
97 3/4 x 25
% 1/4 x 24 1/4
3040
37 3/4 x 49
361 /4 x 481 /4
8030-3
97 3/4 x 37
% 1/4 x 36 1/4
3050
37314 x 61
361/4 x601/4
8040:3e
97 3/4 x 49
% 1/4 x 48114
4020
49 3/4 x 25
481 /4 x 24 1/4
8050-3 e
97 3i 4 x 61
96114 x 601 /4
4030
49 3/4x37
481 M x 36-114
9020-3
109 314 x 25
1081/4 x 24:1/4
4040e
49 3/4 x 49
48 1/4 x 48 1/4
9030-3e
109 3/4 x 37
1081 /4 x 36 i/4
405U:
49,314x61
481/4xb01/4
9040-3e
1093/4x49
1081/4x481/4
4060c
493/4x73
481/4x721/4
9050-3e
1093i4x61
1081/4x601,14
5020
613/4x25
601/4 x 241/4
5030e
613/4 x 37
ht11 /4 x 36.1 i4
Mulling Components
ZAN
fail �
MVACT MUUJON (1W i11!
BAY MULL"COVERPUTE LLL
i ',� ', iNarStrunu,afl AAIwpiUBF JaULLJONS
_ 1)(3, 11114, ixs. 1x4. ,X5. M
3A15 � jl � b n
li ! e.as
;; .6le75
Isfi su u �—
SIAMM MUWONS WALION(UP
MID, ix4
e - Meets or exceeds egress requirement
Does not meet egress requirement in 9000 and 975 Series.
REVISIONS
NO
DATE
DESCRIPTION
v
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JOB NO.
MASTER
DATE
JANUARY 1, 2018
DRAWN BY
Daniel M. Ossman
SCALE: N.T.S.
SCALE: I.T.S.
SHEET NO.
S-4
MWA__.1_.,. iil 1__. A'__11 I 4J4wiL. _ � I1-1
w CST �
PI,&J-� L E.�-- '05 M u S'r t�s&
A,-r Lrs-r a,- 01, not C OyP)
T
lode 5`01C.
)TTOr'i S.I cz
v✓EQ gTU
TYPICAL TOP BEARING PLATE SPLICE
SCALE N.T.S.
Ed&" PAPMU
Cansial of %" C DX *vod or beuw n ded w/ Sd common ss, at
3" o.c. o4n aid 4" co. !said sho, glue wbsn possible. All odwc
plywood betwrr dww pmwb to be noiled w/ id common nails 4" o.c.
e4w aasd r *A. liad. AN plywood ed®es (in sbesr panes areas)
s wona by r x — seer panel cnde w/ (2) sopson "CMST" straps
(at agNa1� msftd M eseb stud Map sand bottt�oa�.
God bL EToP PCATE.
p,;J �p coo k 1.Ec:rV2 ro el r�Jo1 sr
(-rYP)
TYPICAL SHEARWALL PANEL
W 114 DOw/ S I LI•
TYPICA L
W SECTI
HEADER SCHEDULE
0FZNM S=
EMADFM SM
UPT03'-4"
2-,rX6
.3s" 5'-4"
-211 r
5'-S"TOr-6"
2-2"'Xty
r- r TO12'-6"
2-rX12"
7.1
AWr4 Su.I ALE �LJ�4
v✓�i.1R'�vv
SCALE IW4" I' - 0"
5IrtP90 "Ctolz ewQ A..)T "SfP.oP
CLEDib
�oMMo�s �(j���d
� EoGE.e 5TG D
Foe o a [�•,i.rE t�,�Uta►-1 6E.SS, .
11
OL
E,.Ilr S�¢EAT� Lv,l
g o
A.&GFIZ STUD
o do00 F.Cioe RL�Qi.I i RFp (`lYP )
(z) Si riPSod " HSPk2W STEPS AT TAC
L?.v Oe E>.� D of Tip E S�IeAOWAI.L E.XT TO
rol 1 till r-IU M VOLT 13LE STUD A aP Cot-JdECTED TO
iziH Jo i ST eryr.)
TYPICAL LOAD BEARING HEADER DETAIL
AT EXTERIOR WALL ONLY
COOT, vorep
i
.00
SEE EA.iVA'T1 �J �
�CfE21� � F�SrI
o✓E�L �� PL7Woov
S�F.�Trl i��
1OTE r
SEE sb�kMA
Yo
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Fog
I �J POZHATI oa
C4
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SFppMr�l i ►LeAYO,�f'i
10 FOR�''14T OOI�L
00
L
CE11.11J
�J L'Y
5EE r. �l� o2S
YoL�"
1z Co ECT
Top PLATE
�� p�e�rS�vA1.L- ate,
STUDS o, '
o.C. 0/E2 Z-131I UL.
SI HMO5 -j "SPI'' &OTTOM
of
5P Z TO P F1.A,TE
:Y4 0 FU`tWOoD PL001Z
59E -M I PJ4
R-13 1►.lsuL.
811x 8lx le." Co nk BLOCK
ell x 140" CoLk Fro ` vl
2 - * s rZEW C.b tr'
SCALE: 3/4" _ 1' - (Y
FLooR
R-131 JSLI L,
TYPICAL ANTERIOR PIER SECTION
REVISIONS
NO.
DATE
DESCRIPTION
a
►-�
.s
a
79
o
6
a
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M C C
u
a
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tea.
aCi C °t5
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JOB NO.
DATE
JANUARY 1, 2018
DRAWN BY
Daniel M. Ossman
SHEET NO.
SCALE N.T.S.
SCALE: N.T.S.
S-5
"L" BRACING REQUIREMENTS
_ STUD
NO
(1) 2' X 4"
(2) 2" X 4"
(2) 2" X i"
SPACING
"L" BRACING
"L" BRACING
"L" BRACING
"L" BRACING
16"
0'-0"-4'-S"
4'-5"-r-0"
V-0"-12"-0"
12'-0"-16'-0"
24"
0'-0"-4'-0"
4'-0"-7-0"
7-0"-10'-0"
10'-0"-14'-0"
Scissor Gable - (1) 2" x 8" #2 S.P.F. @ Each Vertical and
(2) 2" x 8" Full Height @ Diaphragm Blocking
QT
1. "L Bracing
must extend at least 90% of web length except, scissor pole which
requires brace
to extend full he*M of gable.
2. "L" bracing
to be finkned to r bie stud with 10d x 3" nails @ 4" o.c.
.v% x 411 ''T" 5t.ry-,ki
1.''x4" 648''0 ,-
taL OU5 e 41 0.6.
C P�)
:.SINGLE "L" BRACING DETAIL
SCALE: N.T.S.
211x 4" "T E5LaCK I 1-k
Z'X �'� Bl�oc.�.l �1/, G481o.C.
W/ io d iL.5 G 41' a c.
(-ryP' )
LE "L" BRACING DETAIL
SCALE: N.T.S.
TYPICAL GABLE END BRACING DETAIL,
TYPICAL BALLOON
i It OVA G —wort I GC
E.&c,0 STUD cTy?,) C EbC0 STU D
r'% .. , 1 2 1 r ..v-r. i7 Q i.,-vr
SCALE: NTT.&;
VI F-00'V `► 1%&W v1V•
D GABLE END BRACING DETAIL
SCALE N.T.S.
REVISIONS
NO.1
DAT
DESCRIPTION
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JOB NO.
-MASTER
DATE
JANUARY 1, 2018
DRAWN BY
DANIEL M OSSMAN.
SHEET NO.
S-6
3Co 04,.rroP Cow
roZ r i $'r FOU 0 ODA16
o F LJ E.S 2 - 1 co
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1�(All ace
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E.G�;ES � I Z
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(s LE ~ram)
ADD�o►�¢�.
I�lF02rIDTO►.1 # CA1�1�,1FS.'TIOnJS
2''A — STUDS G Ica'' C.C.
sEcTwx - TYPJCAL GABLE END BRACING DETAIL'
SCALE: N.T.S.
15G olc.-Mp Cow 15LOCKIkie S 0101, WL EpUm...
FO a FI1Z5-r Foje rr. s
of LISSES *V/2- Ind 2" "oU o� 6
I'D IL-5 9
_ Z
2'!,c 41' C,f-oE' SlMftoLJ "l.S'T"64 I8,
FAS E.D E�Cr� 450 1 11 02 7 �l
Jo I rJ✓1'' "''/4 • Iad,C �' 24'' Y2 FLY /Ito
055 0Fxr�I ov- I opp-
FM F, JumpIo�' I / A G 4,C.
F SSso:
L 12'' o, C, , FI
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4�E►,IEP "'/ed �
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,�jb �A/A LL e 4 C, - tffP,)
3�'' O.C. 2'lx 4''
fog Fi�29T' 8'-IfL6
'fEJD DNA,
�/2- I�d-roE c �.• �v
SECTION - TYPICAL BALLOON FRAMED GABLE ENID BRACING DETA;
SCALE N.T.S.
SECTION
sI M 5oQ " I'' - S I Co'
oe
51 M m50j 'l SP2',
oe EQu&
SCALE N.T.S.
lod x 3" 0, C. 04., C. (Typ)
2'x 4'' olJ1"LL70k,�fis Gr 24'' O.G.
w/ 2- 1 od Oj&i t.5 � uo, o-r
MI0.
ALTERNATE NON - DROP GABLE END DETAIL
.SECTION
2� x 4" ''T'' O a TbP O F &Ja,
(2) I Cod 1.W LS
SCALE N.T.S.
SCALE: N.T.S.
REVISIONS
NO.
DATE
DESCRIPTION
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JOB NO.
MASTER
DATE
JANUARY 1, 2018
DRAWN BY
DANEL M. Mamum
SHEET NO.
S-7
yppr Parr Inw Q�. -.11
M
CORPORATION
APPLICATION INSTRUCTIONS
Timbw*W 0 - I a shkVin cons 3r (914mm) s (20&=) - s• (2zamm)
In *Ww 116"�(91.4mm) or 3i-1 SM ill" 14' 3e�m
(s3anm) •�,7..■s, depending on ,1-,lr(z�n) (�" 1si3l,mm)
shMON brats. AppMcadw Inshvc- h—1(2&=) - I.1W (am) 1 1z-1rr (3,an.n I.--_, (25mm) -,-1rr (3emm)
Mons apply to both. 1 (26men) - ,-,rr (3enen) —;j , (z6mm,) - ,-1 rr (3emn,) �)
These shingles must be nailed a 006ml t, ) sdrs.a 5 r
nominal 5-5/d" (143mm) iron bottom
of shkoes, as shown, to allow ply
erggho I °A Bide e
perieliration through the doubt pot" Wyers
area just above the tabs. Nails should srr,r- 4 � Peasm - bur nsss per slurD \ Guide
Six Nail Paaarrr
rental, unexposed. Line
GENERAL INSTRUCTIONS
• ROW DECKS: For use on new or reroofing work over well -seasoned, supported wood deck, before seeing or are not exposed to adequate surface temperatures, or if the self -sealant gets
tightly constructed with maximum s" (152rnm) wide kxnber, having adetlluae mail-� ditty. the sfrngles may never sets. Failure to seel under these circumstances results. from the
and smooth surface. Plywood �t�unq a5 re�corrKrtet►ded by The EE Poore of self- sldngles artd is not a m�ctur�r►g defect. To insure immediate sealing.
Assn. r5 accepgble. Plywood decks for Class A insaN�ions must 6e 3J8" (M�thidc or aappppl1yy 4 d dabs bf shit�le tab adhesive on the bade of the shingle 1" (25mm) and 13'
greeter wlTh txndcriaymierxs as noted below. Shingles must NOt be fastened directly to insulation (33ftrrxn from each side and 1 (25mm) up from bottom d the shingle. The shingle must be
a al5uiated deck unless authorized nn writing by GAF Materials corporation. Rod decks and pneqqed firmly into the ad wire.
exs�g ing matterial Precut be prior to application d shingles. NOTE: Application of excess tab adhesive can cause bli i d the slirgie.
• UrID1EIr.AYMENT: Urxlerlayment beneatlt has many barteHis. incNxfin9 Pre, For
maximum wind resistance rakes, canon shines Fo underlayment and each other in
wind driven rain from the interior d the and sam sme a 4' (102mm) width d asphrlt pis rod cement.
dedting from reacting withasp ,aft shingles. is also by -many -code tool NOTE: The film sus on the bade of each are to prevent sticiting together d the shingles
ies. Consulte bi
be installed, a breather -type r eq Where an ur,dnl meet i is c- w C e in CM COLD MILATHER p CSA 123.5-M90 mandates that shin-
ry�peour local� such as nt for itsGM�Shingie-Mate0txiderlayrnerft is rec- A�*�711719 :N�
omrtmtxled. Undertaymen< must be installed float without wrxides. s= between September 1 and April 30 shall be adhered with a compatible field -applied
• FASTENERS: lffssee d nails is recommended. (Staple specHicstions and appliation See Nr,nd Resistant for GAF Materiels Corporation's recommendations for the appli-
wisbuctions are available from GAF Materials Corporation, Contractor Services Dept. 1361 cation of that adhesive.
Alps Road, Wayne, NJ 07470.) Use only zinc coated steel or aluminum, 10-12 ggaattggee • MOWSARD AND STEEP SLOPE APPLICATIONS: For rod slopes greater than 21'
barbed, deformed or smooth shank roofing nails with heads 3/8' (10mm) to 7116" (12mm) (1750trxNm} per foot (do NOT use on vertical side wells), shingle must be enhanced by
in diernet r. Fasteners should be to penetrate at least 3/4' (19rnm) into wood hand sealing. Mar listening the shingle in place apply 4 quarter si� of shingle tab aft -
docks or ' through the plywood decks. Fasteners must be driven Hush with the surface live as indicated m Wind Resistarn above. The shirx�le must be pressed tirrMy into Sic adhesive,
driving will the shktgle. Raised fasteners will interfere with the • EXPOaIJRE: 5" 127mm) d the Over 'osaaggee
d For nwnall installation, four fasteners must be installed per shingle, • TFllb[!6H TION: AM rod structures must be with through ventilation to
5 5!8' 43mm) up from the bottom of the shifx�e to penetrate both foyers d prevent errlrapment d mtoisture laden air behind roof SlentNatbn provisions must at
the sftirt e. Fasteners be installed approximately 1'- 1 1/r (25-3&=) and least meet or exceed current F.H.A., H.U.D, or local code minimumi roglirernents.
11-112" i2-1/r (2s2-318inm) from each side. • NOW-CORRODMM6 METAL DMP EDGES: Recommended along rake and eave edges on
• Will o MEi1STANT: These shingles have a special thermal sealant that firmly bonds the all decks, especially plywood decks.
after application when to skin and warm temperatures. • AS WXf PLuClf 11C CEMENT: For use as shingle tab adhesive. Must conform to ASTM
�in all or Winter may trot seal until they ioMming Spring. If shingles are damaged by winds D4506 Type I or II.
urrder
A'playrrrerIt: Standard Slope-4112 (333innt/m) or ran
■ iiea *_, of Wderia r"urc Cover deck with one la of installed without
wrxides. Use only enough Wolfs to hold M�GAf u� Vatloer Bigof aa)tre install eave flashing such as Materials tore
ch• a StormnGuarr' L Barrier in localities where leaks may be caused water backaintgg
Lip behind ice or debris dams. Eave flashing must overheng the roof edge by (1Omm) altrd
extend 24" (610mm) beyond the inside waif line.
4" (102mmC-::� Deck
�ea,a
1r (3) vveWeldmnurn
s•
For iowa M p s, see am 1, r or aior"Quse
Leak 9enisr.
AM eMaerw,4rnm)
vtida
r�.
r(Fslmm) Side t-ep
r
4" (1021-) End Lap
on top of metal drip
+� Urrtierfaymertt: Low Slops 2i112-412 16( 7mrn-333nwrt/m)
I Applicof ~ has shown, only enough �rmds to holed un thde"d card piece
until covered by shingles bNnd�for ewe eaves and where ice dons can
be expected, use one layer of GAF Corporation WeWw Watch• or StormGuard• Leak
Barrier. Eave Hashatg must overhang the roof edge by 3Ar (10mm) and extend 24' (610mm)
beyond the -inside wall line. Where ice dams or debris dams are not expected, install 2 plies of
Shingle -Mete undaiaymerx-
Losrslopa WSW
(51mm to 102rn , tr (30 iias,
�. r� ShaffnGuard'
I Leak Border.
AN 61 n6a we 3e' (914mm)
wide 1 9hinaM-Mefe' sets
Ihe)
mo
Rake drip edge double aolrorage.
31s (,Omm) Boor ovlrrtnarp Eava drip edge
2 sff�
Apply as stiativn.
SW st e* w rake and
isy in airier dkecaorl
i
c mtinue second course as shown. Trim 6" (152mm) from the end of the
shingle. Position the shingfes in the second and equwtt courses flush with the tops
of the wide cutouts. This results in a 5" (127mm) ex iosuiree. Continue with full width shingles
across the roof. Strike a chalk line about every 6 courses to check parallel aligrxTnerit with
eaves. NOTE: Shingles may be laid from either
left or hand side. Start at either rake
edgenedshingles
a s �g 6" (152mm)
Trim Shi ow
r(152mm)
5 Third Course
Trim 11" (279mm) from the first shingle in the course then continue with full shingles
across the roof.
First Course
Fuze shingle
Trinnnsed Shirples
SFourth Course and RomalMna Courses
Trim 17" (432 men) from firs shingle in the course, then continue with full shingles across
the roof. Filth and subsequent courses repeat full shingle instructions from Step 3.
F)ah Corse
Mefsl E Full Shingle
Third Counts y �*
•
• Forts cause •. .40
�♦
For maxkrlurn wind resistance
Wong rakes, oanent shins Gy,,a1 Plata s oand ra3rlr (lomm) • o •
to ulderiepmM and sech , ♦ own nave ke edgy ♦ • r
other in a 4" (102mm) width ♦ S -' to provide drip edge
of asphalt plesUc roof cement. lv
�♦ Trim tabs off sN sw w course '
♦ shingles then Flew and nail �, • •
Trim 8"(152mm) ♦ w
♦ as shown. 3" to 4" ( 7amm to
from end of ♦ 102mm) from se1Ti ♦ Saoond Course
first stwoo % • � % � �� Flat Corse
Fue Shupe
Trammed 0dn4r6
3 First Course
Start and continue with full shingles laid flush with the starter course. Shingles may be
M from left to right or right to left. DO NOT lay shingles straight up the roof since this
procedure can cause an incorrect color blend on the roof and may damage the shingles.
I
Continue
huts caures
AM whale
slit
sun Wd owes with wlgM stibe Placed IV (,Omm)
ay.r cave and nha edeas b provide drip edge
7 For single layer application, use hip and ridge shingles and apply as shown. To enhance
appearance, use GAF TIMBERTEX• or a double layer application of Universal Hip & Ridge.
(One bundle of TIMBERTEX' Hip & Ridge covers 20 Meal ft.-6.1 meters.) For double application,
start with mple thadkress 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.
Re-
IIfleosld asphMraplacet i vies are to rerrairl in place, rail down or cut away all loose, curled or lifted shin-
�ebris Since aannyy ' ne
row,ampm row' sweep ftstlrrraface clean of ON tam
pprrovide shingles
a smnoadn su ace aFas must be tio,peneta� tfie�dedt at Meg
3/4" (19mm) or just through plywood. Follow other above' in
Mote can be applied over wood s *911es when precautions have taken to provide
anExInstall
Note!
surface. This includes cutting beck old shirtgies at eaves and rakes and
Inwood edq�tq strips as needed. Make surface smooth and use beveled wood strips
if #36 unklerlayment to maintain Class A rating.
This product is sold with an wpm LIMITED WARRANTY only. A copy of the UNITED WARRANTY sating its
Wm and restrictions is primed 0n ale promditt or may be obt*wd from the ftr bAw of Nis product 0r
dmcd
a Catfor M ia Corporation. Any t i s from printed inaructions stall be the respcns(b�ltty of
Precautionary No(in
Timilw e• Series shingles are flbirglass, self-sealing asphalt shingles. Because of the nabui*
ctaracm isticgaf the h- �i�t � ial used. thesegs�ttftgles will be stiff in cold
weather and lkxible in h gia_dter.
1. Bundles should, not be dropped on edge nor should attempt be made to separate shingles by
'bvedu ng" over ridge or other bundles.
2. Handle carefully. Shingles can easily be broken in cold weave w or their edges damaged in hot
weedier.
3. AN exposed materials must be of Class A type.
4. Storage should be in a covered, ventilated area-meximum turtperst re 1101 (43•C.) Store
on Not surface and use weight equalisation boards if pallets are to be double stacked.
Shingles must be protected from weathac when stored at job site. Do not store new steam
Me5 radiators, etc., or in AN rolled mtu5t be stared on ends.
5. If shingles are to be appleds�PROLO D O.D periods or in avails where airborne
dust or said can be expected sealing occurs, the shingles MUST be hand sealed.
See Wind Resistant instructions.
S WON Flesi ft (Sloped Roof to lhrticsl V%N)
shseiha g f-- siding
5" (127mm) Min.
Main! Flasltirlp
(NeNad 10 rie deal, not to ve kM side vAA
S ChkMey Fleshins
10 `ti isy Conan-Clo-s Cot
sod boo in Vdayvefty
11 valley Corrstrt ftw-Open
=8=0M1 °Or�omr OJ _
Rodkg cement
Shirom
Root Dad*
a�'
Cridait an
high side or
Nomeorroeag mwi arse eeehklg.
one Piece ell esahirre for Gem course.
Germ in plies and ere wNh 2 netts.
Bard ovarglrrg shingles n esphee
Plook tamers
r (, a o'�'werrW
iyard
aer�Mlfn
ICrr�~maerq
Run weu au ip ow Nut
v�q / ( 060.1 ninYrwn
Gran he wig rat
dVMlrrrwelde•or
stornreerid•Lssk awrl.
(1tT = )end lope)
f neswe ft amad 2od*V
�, weeea landefq
resehg nags ersry,2' Is 7e'
r � mm1-.Qh g •doe.
ar,r very
tkne.d I el in
gpr..d. ,� (lltrrerNm)
per Let
ROOF DIAPHRAM NAILING SCHEDULE
5'
ROOF EDGE
r—— t— — — — — — — — — — — — — — — — — — --�
(1
'I
j- I------------------------�
I — RIOGE 1
-L— — — — — — — — — — — — — — — —
r- .� �2 - --i
��' 4,
t_------ _�_ Tom— ______J
3) n 4.)
ROOF EDGE
R803.2.3.11$tNsthing fastenings.
Wood structural panel sheathing shall be fastened to roof framing with RSRS-01 (2 3/8" x
0.113") nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at
intermediate framing, unless roof diaphragm design requires a closer spacing. RSRS-01 is
ring shank roof sheathing nail meeting the specifications in ASTM F1667.
Where roof framing with a speck gravity, 0.42 5 G < 0.49 is used, spacing of ring -shank
fasteners shall be 4 inches on center in nailing zone 3 in accordance with Figure
R803.2.3.1 where Vult is 165 mph or greater.
Exc lops:
1.Where roof framing with a specific gravity, 0.42 5 G < 0.49 is used, spacing of ring -
shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate
framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal
to 140 mph in accordance with Figure R803.2.3.1.
2.Where roof framing with a specific gravity, G = 0.49 is used, spacing of ring -shank
fasteners shall be permitted at 12 inches (305 mm) on center at intermediate
framing in nailing zone 1 for any Vult and in nailing zone 2 for Vult less than or equal
to 150 mph in accordance with Figure R803.2.3.1.
3.Where roof framing with a specific gravity, G = 0.49 is used, 8d common or 8d hot -
dipped galvanized box nails at 6 inches (152 mm) on center at edges and 6 inches
(152 mm) on center at intermediate framing shall be permitted for Vult less than or
equal to 130 mph in accordance with Figure R803.2.3.1.
REVISIONS
NO
DATE
DESCRIPTION
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)OB NO.
MASTER
DATE
JANUARY 1, 2018
DRAWN BY
Daniel M. Ossman
SHEET NO.
"—S 8 -------
d
46
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