HomeMy WebLinkAbout332 Bella Rosa CirCITY OF SANFORD
JUN ,j JUN ��' LDING & FIRE PREVENTION
PERY�fRlgl TION
Application No: Documented Construction Value:
,fob Address:_,' }liytoric District: i'e5 U No
Parcel W: (Qq- 19 ?)I r�na -. � C OCA - 4j � � o Zoning:
Descriptiou of Work: N Fw FK_
Plan Review Contact Person: —,VoNN "Title: k,4,0Iv-r _
Phone: X`!61�jl `t t (p - b�(s �_- Favba-. Lt^1 (-l- i t -t -w —_ E-mail: sc%je.\y tl`j e- r1�toO,�c�rr
Property Owner Information
Nalne LEtotjA(` HOF -,,Es-- Lj--- -
Street: 1 aGa,5C) 1-,r_,rt j w AvF bzwe\vr`. �C
City, State Zip: C�� Fl L,�v-r� r - , FL_-- �!,-( t_,o
cl
<:
Name ,-�-GvE
Phone: -L1 -)it _ \--t 0C)
Resident of property? :
Contractor Information
Street: l5`�`�O 1 '�C t -CV wFWC `D�_��c j ,�-r c: = 2.10
City, State Zip:
1{am -19
State I. iceuse No.:
Architect/Engineer Information
Name: Phune: `�U� ��c�C,>- a�»
�t— — - - - - �_..
Street: (1i-1-15 �). (r4�.� ��� C K: - m r .� Fax: '4U1
City, St, Zip: k X, )1< i E-mail: �1 y c�_�,Il�bu< C`'-.c�c,+�r-Ce..r-fA
Bonding Company: 4�1
Address:
Building Permit [
Square Footage:No. of Divellirl�; UldtS:
Electrical 0'
t`'lortgage Lender: N�A
Address:
PERMIT INFORMATION
C=onstruction `Type:
l{ lood lone:
New Service - No. of AMPS:
IVICChaniCal I (DUC-t layout required for new systemts)
No. of Stories:
Plumbing; C�
NeNy Construction - No. of E'i`tures:
Fire Spriulaer/Alarm 0 No. of head,:
11
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No. OFF1
CS COVER SHEET
FLOOR PLAN -- -
2 EXTERIOR ELEVATIONS
2.1 INTERIROR ELEVATIONS
3 ELECTRICAL PLAN
® �^ 4 _ HVAC PLAN ----- ----- —
r5 FOUNDATION PLAN
6 ROOF FRAMING PLAN
L1 LINTEL DETAILS
Florida Energy Efficiency Code for Building sN
Construction submitted for this project STRUCTURAL NOTES
indicate DOUBLE GLAZED windows and sN1 DETAILS —
~ single dazed sliding glass door. S3M MONO DETAILS
S4 DETAILS
S5 DETAILS
- RETROFIT DETAILS
_ D1 SECTIONS & DETAILS
44
PA1.0 PRODUCT APPROVAL NUMBERS -- ---
PA1.1 PRODUCT APPROVAL NUMBERS
�� — l � �-� -_ _� A1.2 PRODUCT APPROVAL NUMBERS
ABBREVIATIONS-
I—F1-
�1
A.B. Anchor Bolt Flr. Sys. Floor System Rad. Radius v
q q / - - -
A/C Air -Conditioner FtpAbv.1 Foop/ Feet Ref. Refit erator - -- - - ` -r
Re 'd. Required - - - _ -
-- _! _
EV
--
Add. Adjustable Ftg Footing Rm. Ron -_ kP1
A.F.F. Above Finished FX Fixed Rnd Round -- - - - -
s ed Floor R/Sf 1 Rod and Shirif L .. _.; , -
- _
A.H.U. Air Handler Unit Ualv. Galvanized L _ _ JI I; - _._.
�� -,1
- _ - -- - -
r�
SD. Smoke Detector � _ - - - �, II -
ALT. Alternate G.C. General Contractor ,- - -- - - -- --- - -- �
- 14--
B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft.
S
L__
��C - --
-_ .
Sh. Shelves
B.F• Bifold Door G.T. Girder Truss � - - --- -- - - ----- � � - ��
�l ,=
Bk Sh Book Shelf Hdr. Header SHT Sheet
Bm. Beam Hgt. Height S.L. Side Lights,:
BOT. Bottom FIB Hose Bibb S.P.F. Spruce Pine Fit
Bypass door Int. Interior q• Square ;
Aff 41
Big: Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine
�'>ji_hvl�f
V11 —
Cir. Circle K.S. Knee Space Temp. Tempered
Clg. Ceiling Laun.Laundry Thik'n. Thicken
-- - - - Col, ---
Column Lay. Lavatory T.O.B. Top of Block ---
Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry - C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate!
Dryer Mas. Masonry Trans. Transom Window
Dec. Decorative Max Maximum Typ• Typical
Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting
Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise
Dia. Diameter Micro. Microwave VB Vanity Base
Disp. Disposal Min Minimum Vert. Vertical
Dist. Distance M.L. Microlarn V.L. V�rsalam
D.S. Drawer Stack Mir. Mirror VTR Vr nt through Roof
D.V. Dryer Vent Mono Monolithic W Washer
D.W. Dishwasher N.T.S. Not to Scale W/ With
Ea. Each Opn'g. Opening W/C Water Closet
E.W. Each Way Opt. Optional W.A. Wedge Anchor
Elec. Electrical Pc. Piece Wd Wood
Elev. Elevation Ped. Pedestal WP Water Proof
°11kVf C)i�t5 E3UIL171NC; GCP?.
Ext. Exterior P. L. Parallam AND CONDITIONALLY -
"1MZE--E'P.-ANS ARE REVIEWEDxp. Expansion PLF Pounds per linear foot ,x�:r•EPT>=u Fez PEe�;vtl'r. A PERMIT ISSUED SHALL BEF.B.C. Florida Bldg. Code Pit. Ht. Plate Height tc)^IsTRuED TO BE A LICErJsE TO PROCEED WITH
- Fin. Fir. Finished Floor Pit Sh. Plant Shelf
rHE WORK AND NOT AS AUTHORITY -1-0 VIOLATE,
F.G. Fixed Glass PSF P'Pounds per square foot CANCEL, ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL CODES, NOR SHALL,
Fir. Floor P.T. Pressure Treated ISSUANCE OF' A PERMIT PREVENT- THE BUILDING
DEFROM THEREAFTER REOUIRI,NG A CORR�y
'110N J OF URRONS ON THE PLANS, CONSTRVb -,'VM
n. Foundation w owder Room
OaVVIOLATIONS Of=TH-1 GcvQ0
REVISIONS
1
05/19/09 1.09 NEW BASE PLAN �
11/17/09 1.01 MINOR FRAMING CHANGES
/05/10 1.02 CHG, HDR HEIGHT AT M. BE®RM
I
-
01/06/10 1,03 CHG, COACH LT. SWITCH
MEAN ROOF 15 FT. HIGH TYPICAL
01/12/10 1.04 AD® RI DGEVENT ELEVA B FOR SINGLE STORY HOMES
\\ MEAN ROOF 30 FT. HIGH TYPICAL
03/01/10 1.05 MOVE MA. BATH SWITCHES FOR 2 STORY HOMES t
THIS DRAWING AND DESIGN IS VALID t
t FOR 12 MONTHS AFTER THE DATE IT p
�_- IS SIGNED AND SEALED OR WHILE
NJCURRENT CODE IS VALID
Notice to Builder & All Subcontractors
Itis the intent of Designer/Engineer listed in the titleblock of these -
- documents that those documents be accurate, providing S
Licensed Professionals clear information. Every attempt has _
been made to prevent error. The Builder and all subcontractors P
-_ are required to review all the information corrtained in these
documents, prior to the cornrnencement of any work. The
Designer/Engineer are riot responsible for any plan errors,
_—_ omissions,or misinterpretations undetected and not reported to
the Designer / Engineer prior to construction. All construction
ME A MUST be in accordance to the information found in these _
AN AVE
documents. Any questions regarding the information found in JI
M E LN 0 573 these plans should be directed to our Quality Assurance SI 4
r» Manager at (407) 880-2333 immediately. No backcharges will
be considered for reimbursement by the Designer/Engineer
without advanced notification and approval by the
Uesigner/Engineer. Payments will be made in accordance to the
�-� terms of the agreement.
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REVISION NOTES 12/17/2009:
1.
2.
3.
4.
5.
6.
7.
8.
ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS
ARE TO BE FRAMED DOWN TO 8'-0" A.F.F.
ALL BLOCK WALL FURRING IS TO BE 24" O.C.
EXCEPT IN WET AREAS. SPACE WET AREA
FURRING AT 16" O.C.
NO RECESSES FOR SHOWERS. SHOWERS ARE
TO BE PANNED WITH A PRE -FAB. BASE.
ALL VANITY HEIGHTS ARE 36" A.F.F.
SLIDING GLASS DOORS ARE TO HAVE A 1-1/2"
RECESS. REFER TO MASON'S SCOPE FOR
RECESS WIDTH.
ALL BATHROOMS HAVE ONE MEDICINE CABINET
ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F.
ALL TUB DECKS ARE SIZED AS FOLLOWS;
40' PRODUCT LINE - 48" x 64"
50' PRODUCT LINE - 48" x 76"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
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* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
CA�
+33.4 / -36.2
�B�
+33.4 / -44.8
89 S.F.
+31.9/-34.7
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+31.9/-41.8
2103 S.F.
+29.9/ -32.8
GARAGE SEPARATION
(GARAGE / LIVING)
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SCALE: %4"=1'-0"
--J 1101111
General notes
If water based ceiling texture material is used, Provide %'
gypsurn board for 16" O.C. Framing, or 5/8" gypsum board
for 24" o.C. Framing. Note %Z' sag -resistant gypsum board
may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum
board must be installed on garage ceiling beneath habitable
room(s).
R309.1.1 Duct Penetration. Ducts in the garage and ducts
penetrating the walls or ceilings separating the
dwelling from the garage shall be constructed of a minimum
No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct
board, or other approved material and shall have no
openings into the garage.
Door frorn garage into house must be a minimum 1 3/8"
solid wood door, solid or honeycomb steel door, or 20
minute fire rated door.
Any accessible space under a stairway shall be protected
with %' gypsum
board.
All doors and windows providing direct access from the
home to the pool shall be equipped with an exit alarm
complying with UL 2017 that has a minimum sound
pressure rating of 85 db a at 10 feet. The exit alarm shall
produce a continuous audible warning
when the door or window are opened.
Bathroom exhaust fans must vent to the exterior of the
building, exhaust to attic space and soffits is not
acceptable.
The garage shall be separated from the residence and its
attic by not less than 1/2-inch(12.7mm) gypsum board
applied to the garage side. Garage beneath rooms shall be
separated frorn all habitable
rooms above by not less than 5/8 inch (15.9mm) type X
gypsum board or equivalent. Where the separation is a
floor -ceiling assembly, the structure supporting the
separation shall also protected by not less than 1/2 inch
(12.7mm) gypsum board or equivalent.
R613.2 Window sills In dwelling units, where the opening
of an operable window is located more than 72 inches
(1829 mm) above the finished grade or surface below, the
lowest part of the clear opening of the window shall be a
minimum of 24 inches (610 mm) above the finished floor of
the room in which the window is located. Glazing between
the floor and 24 inches (610 mm) shall be fixed or have
openings through which a 4 -inch -diameter (102 mm) sphere
cannotpass
I
Florida Energy Efficiency Code for Building
Construction submitted for this project
indicate DOUBLE GLAZED windows and
single glazed sliding glass door.
WALL LEGEND
7-7771 MASONRY HGT. Cu) 9'-4" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO
UPLIFT CONNECTORS TO FLOOR SYSTEM
LIVING
1573 S.F.
GARAGE
411 S.F.
LANAI
89 S.F.
ENTRY
30 S.F.
TOTAL SQ. FT.
2103 S.F.
INSULATION REQ.
LOCATION
R -VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R -11/R-13 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R -11/R-13 KRAFT FACED
NOTE TO TRUSS COMPANY:
ALIGN TRUSSES TO ALLOW
FOR A.H. TO BE ALIGNED.
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JOB NO:
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SHEET NO.
T.O.M. - --
F. FL.
T.O.M.
HDR.
FIBERGLASS
SHINGLES
C
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T.O.P.
25 SH
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TEXTURED FINISH
10'
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T.O.M.
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SCALE: 1/4" = T-0"
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GENERAL NOTES
VENTILATION CALCULATION
FORMULA =FBCR 2007 Sec R806.2
S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST)
'144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH
REQUIREMENT
2099 TOTAL
504 SQ. INCHES OF
i� 0C
S.F.
VENTILATION REQUIRED
M
,U C •� N
ROOF CRITERIA
12" OVERHANG U.N.O.
PLUMB CUT FASCIA -SHINGLE LOADING
ROOF PITCH PER ELEVATION
G.C. VERIFY ROOF PITCH
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
FLASHING SHALL BE INSTALLED AT WALL AND
ROOF INTERSECTIONS, AT GUTTERS, AT ALL
CHANGES IN ROOF SLOPE OR DIRECTION, AND
AROUND ROOF OPENINGS.
R703.6 Exterior plaster.
R703.6.1 Exterior use of portland cement plaster shall
comply with the application requirements of ASTM C
926.
R703.6.2 Installation of exterior lathing and framing
shall comply with the application requirements of
ASTM C 1063.
R703.6.3 Where cement plaster (stucco) is to be
applied to lath over frame construction, measures shall
be taken to prevent bonding between the cement
plaster and the water resistive barrier. A bond break
shall be provided
between the water resistive barrier and the cement
plaster (stucco) consisting of one of the following:
1. Two layers of an approved water resistant barrier
material complying with Section R703.2, or
2. One layer of an approved water resistant barrier
complying with Section R703.2 over an approved
plastic house wrap, or
3. Other approved methods or materials applied in
accordance with the manufacturer's installation
instructions.
ELECTRICAL SPECIFICATION NOTES:
ELECTRICAL CONTRACTOR MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE
USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION
PURPOSES.
6" BAND/
12
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SHEET NO.
2
RECEPTACLE LOCATION;; -_
hFC9
AFCl_
TAJ� PER -
IN USE
WEATHER -
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NO
NO
NO
DINING ROOMS _
NO
s�E��YEs�
{��YE,Sr'E�w�
NO
NO
LIVING ROOMS -._----
NO'rYES„;;°;�^YES
NO�
NO
_
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NO,
0 YES;)
NO
N NO
PARLORS-
NO
YESJ'
, aNO
NO
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NO
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NO
NO
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NO
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NO _aYEsr'
_(S.rt — _
NO
NO
BEDROOMS
- NO
YES
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d�Y,S�;
NO
NO
RECREATION ROOMS — _
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NO
I
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NO
—� NO _
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NO
�YES'�
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NO
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T
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NO
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4"
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NO
NO
NO
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NO
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NO
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LAUNDRY �-
NO
NO
_
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NO
�NO -
NO
LAUNDRY WITHIN 6' OF SINK- i
S;R
NO
4,kYEQ
NO
^�
LAUNDRY IN GARAGE --- -- -
-��Y _
Y S SA
NO
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NO�
NO
GARAGESF
-�
- �' Skl
NO —
NO
CRAWL SPACES
,;YS
NO
NO
NO
NO
W�TNJN WETBARMS1UML1
NO
NO
LANAI OR PA f 10
YES
- NO
YES,
— YES'NN*
YES
BALCONIES, DECKS, PORCHES �-
YES
NO �^
YEAa'
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YES
CABANA -__
YES
NO
NO
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YES
NO
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Au
*"§ IF SUBJECT TO DRIVING RAIN
REVISED: 3/22/2010
G E N E RA L ELECTRICAL NOTES: Optional Overhead Service
Sarre As Underground
150 Or 200 Amp Service
200A
Indoor Panel
Center
Notes: unless otherwise noted, - \ NEMA t
1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" J 200 AMP
AFF (general) Jr
kitchen 44" AFF �P'I MA N
-200 ANIP Serial Cable
bathroom 39" AFF /
laundry room 36" AFF NEMA
3R — _-
jr
exterior waterproof 12" AFF Power Co. Feed ---- #4 Solid COPPER Ground
garage general purpose 42" AFF - -- "
range 2 AFF n
2. All trim plates & devices to be ganged, where possible.
r --r
3. Electrical switches to be at 42" centerline above finished floor. intersystem Bonding
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance Termination Per
NEC 08, 250.94 5/8" Galvanized Driven Ground
with the national electric code, latest edition, by a licensed electrical contractor who shall be Rods at least 6' apart
responsible for the installation & sizing of all electrical, wiring & accessories.
S. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. Typical 150-200 Amp Electrical Riser Diagram (Updated 5-20-10)
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination tyke installed to provide protection NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF
of the branch circuits in all dwelling units per NFPA 70 and the 2008 NEC. THE NFPA 70 - 08, LOCAL CODES AND THE LOCAL POWER CO.
7. Provide Tamper Resistant Receptacles as required by the 2008 NEC, 406.11
8. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed
in all dwelling units in accordance with NFPA 70. Such devices shall be listed by the
appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms
or UL 2075, gas and vapor detector sensor, according to the installation.
9. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be 2" VTR
permitted if each meets the applicable UL standard.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into art A/C electrical power source
and shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and
soffits is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped
with an exit alarrn complying with UL 2017 that has a minimum sound pressure rating of 85
DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a
continuous audible warning when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where
installed within 6' if the outside edge of a sink. This would include the receptacle installed for a
washing machine. Receptacles outlests shall not be required on a wall directly behind a range
or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to
be included in the spacing of the outlets unless the distance from the sink or range is greater ® y
the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. 1O
SPN\T PR
SewER
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FLUMBING RISER
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SHOWN ARE FOR LOCATION PURPOSES.
DEDICATED RECEPTACLE FOR
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WALL SWITCH
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CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
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46
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SHOWN ARE FOR LOCATION PURPOSES.
DEDICATED RECEPTACLE FOR
MICROWAVE RANGE HOOD —
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SHEET NO.
W.W.M. PLACED IN 1/8" SAWCUT x 1/4
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WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "B" OF THE FBC 2007 w/ 2009
REVISIONS IS TO BE IMPLEMENTED. CONCRETE STRENGRI IN THESE
AREAS ARETO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND
ANOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE
REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENCrH.
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REACTIONS ARE FOR ROOF LOADS ONLY
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THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O.
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VER HCALS OF (B) TRUSS
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PLOT DATE: 05/28/2010
VERSION NO.
JL 111 09% 5
JOB No: 10-1136
SHEET NO.
6
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1 OR 2 PLY
CARRIER
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/_ 6")
"FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS -TOP CHORD @ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A)'TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B)
INTERSECTING POINT TO BE FASTENED WITH 2 - 1Gd COMMON NAILS OR 0.128" x 3" GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR5PLYRRIER � (A)
INTERSECTIONS. SPLICING / 2 DGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION,
�. ■
NOTE:
SEE D1 SHEET FOR TYPICAL
ROOF FRAMING DETAILS
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VERSION NO.
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JOB No: 10-1136
SHEET NO.
6
STRUCTURAL NOTES
1. SPECIFICATIONS
1. 1.
CONSTRUCTION:
r.
C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi
1. 1.1.
ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
3,122 Ksi
1.1.2.
ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
SPECIFICATIONS FOR MASONRY STRUCTURES.
Q
1.1.3.
ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
ACCOMPANYING SUPPLEMENTS.
4.2.5.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION,
(FnU o v
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
(INCLUDING 2009 SUPPLEMENT).
4.2.6.
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
w- 0
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1. 1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
�
CONTRACTORS DISCRETION.
TRUSS PLATE INSTITUTE TRI1-02.
1.2.
DESIGN:
l
N C -B D C
1.2.1.
ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
CONCRETE
1.2.2.
ACI 530-05, ASCE 5/TM3 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN,
SPECIFICATIONS FOR MASONRY STRUCTURES.
4.3.2.
1.2.3.
ASTM 0270-01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
ACCOMPANYING SUPPLEMENTS.
Z�
C)
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
4.3.4.
1.2.6.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION,
S N (n Q
�~2Za
MINIMUM.
(INCLUDING 2009 SUPPLEMENT).
1.3.
SHOP DRAWINGS:
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1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
W t N
4.3.6.
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
4.4.
STRUCTURAL LUMBER:
THE ENGINEER OF RECORD.
4.4.1.1.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi
THE COMMENCEMENT OF CONSTRUCTION.
4.4.1.2.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
n
STUD QUALITY OR BETTER
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
r)
SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
4.4.4.
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
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2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
4.4.5.
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD; 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS'. 11 PSF
4.4.6.
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
4.4.7.
2.1.8.
TILE ROOF
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TOP CHORD : 15 PSF
ANSI/TPI 1-2002, BCSI 1 - 03
BOTTOM CHORD: 10 PSF
4.4.8.
2.1.9.
SHINGLE ROOF
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
TOP CHORD : 7 PSF
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
BOTTOM CHORD: 10 PSF
2. 1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
_ 2: w Z
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGE LOADS : 40 PSF
4.5.
2.2.3.
PARTITIONED ROOMS: 40 PSF
4.5.1.
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
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2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
2.2.7.
FLOOR TRUSS
HIGH STRENGTH BOLTS: ASTM A325-94
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
TOP CHORD MINIMUM: 20 PSF
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT)
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
4.5.4.
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
4. 5. 5.
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
ILLJw000C)�
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
U
4.5.7.
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION,
AND CONDUCTED BASED ON A120 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05
2.5. DEFLECTIONS:
2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES
THE SPAN FOR TOTAL LOAD.
3, DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, fy = 40 Ksi
4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6. DESIGN COVER REQUIREMENTS:
C -1-P CONCRETE FORMED AGAINST EARTH: 3"
C -I -P CONCRETE EXPOSED TO EXTERIOR
C -1-P CONCRETE NOT EXPOSED:
2
GROUT FILLED MASONRY: lY
4.1.7• WELDED WIRE FABRIC (WWF): ASTM Al 85-01 Y4
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE)
ACI 530-5 (MASONRY STRUCTURES)
4.2. CONCRETE:
A. 2. 1.
CONCRETE TYPE MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
r.
C -I -P CONCRETE (NORMAL WEIGHT) 2,500 Psi
2,850 Ksi
C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi
3,122 Ksi
C -I -P GROUT 3,000 Psi
3,122 Ksi
1. FRC 105.11- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s rinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FRC R704- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R320.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rginf 11 occurs before vapor retarder placement,
retreatment is require
9. FRC R320.1.5 -n rete overpour end mortar along the foundation perimeter
must be remove ��ae�fore exterior soil treatment.
10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FRC R320.1 -All buildings are required to have pre -construction treatment.
13. FRC R320.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FRC R320.3 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED r0 PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
C - B PRODUCED FOR RESIDENTIAL OR GENERAL
AS OF DECEMBER 3"I5r, 2003, CHFiOMATED COPPER ARSENATE (C ,A C) WILL NO LUNGER BE R
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMEN f AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION 8308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY II AS INDICATED IN TABLE 8308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(6IOMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN '18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING D ALL PANES IN MULTIPLE G
) N G ING AN A U LAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN `THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION 8308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR 07HER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEEL- (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES:I: 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WrrH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
BUILDING DATA
WIND SPEED '120 MPH
WIND IMPORTANCE FACTOR -- (IW) =1.0
WIND EXPOSURE -- "C" (FRC R301)
INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'4"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O.
TYPE: 5B+ 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O.
-
GARAGE DOORS (V 120 MPH)
SINGLE 9x7 +27.6 PSF / -31.2 PSF
DOUBLE 16x7 +26.4 PSF / -29.4 PSF
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
THEE R HAS VERIFIED THAT HAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN
BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME
MATERIAL GRADE NUMBER IS USED.
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
r.
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
O
CRITERIA.
O
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
Q
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
� Q-
ld ¢ v
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
�q %7 E
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
(FnU o v
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
W
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
w- 0
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
0
00
L � �
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
�
CONTRACTORS DISCRETION.
O
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
l
N C -B D C
ACI- MCP 2004 STANDARDS.
4.3.
CONCRETE
MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN,
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II
LU
NON -MOISTURE CONTROLLED.
oz %
Jzaw
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
:) <�
U, (Lnu 14 0
Z�
C)
STEM WALLS.
Lu
LL
F---JC)Z
'L 0
nZ-
F-
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pin =1,500 PSI
�
S N (n Q
�~2Za
MINIMUM.
(jF-�Q
H �
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
U
Q
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
W t N
4.3.6.
MORTAR SHALL BE ASTM C270-4 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4.
STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E =1200 Ksi
ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E =1200 Ksi
tY7
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF,
n
STUD QUALITY OR BETTER
m CD
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
r)
SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
r.
d-
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
01 ni
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
LJ
J p
GREATER SECTION PROPERTIES.
Lf7 W
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2002, BCSI 1 - 03
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
Lu
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
_ 2: w Z
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C1063
Z q a w
A VrYpin
PER FLORIDA RESIDENTIAL CODE R703.6.2
4.5.
FASTENERS AND TIE DOWNS:
Q �V 0
o 0 0
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
UzO� wcN
� a- 0
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi
CD
ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325-94
MACHINE BOLTS: GALVANIZED ASTM A307-03
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4. 5. 5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
ILLJw000C)�
4. 5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
z
C)
SPECIFICATIONS.
U
4.5.7.
CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
U
O1
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
LU w 0 p 0
LU
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
I4
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
1
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6.
MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
01 CY Z O
yr
E = 2,000,000 PSI
Fb = 2,950 PSI
Ft= 1,850 PSI
¢ E
I-®
Fc = 500 PSI (PERPENDICULAR)
U
LL
Fc = 2,700 (PARALLEL)
4.7.
STEEL:
Fv= 285 PSI
Uj
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
>
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
�
�
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
SCALE
STEEL FOR BUILDINGS".
PLOT DATE: 05/28/2010
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 01.
4.7.4.
STEEL TUBING: ASTM A500 -03a, GRADE B.
10-1136
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF ATHICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8,
SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FRC 2007 W/ 2009 REVISIONS, RESIDENTIAL SECTIONS
R320.1, R320.2, R320.3, & R704.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00
TERMITE PROTECTION -
PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
IF CHEMICAL SOIL TERMITE TREATMENT IS USED
1. FRC 105.11- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigation/s rinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FRC R704- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R320.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FRC R320.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FRC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FRC R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rginf 11 occurs before vapor retarder placement,
retreatment is require
9. FRC R320.1.5 -n rete overpour end mortar along the foundation perimeter
must be remove ��ae�fore exterior soil treatment.
10. FRC R320.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R320.1,6 - An exterior vertical chemical barrier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FRC R320.1 -All buildings are required to have pre -construction treatment.
13. FRC R320.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FRC R320.3 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED r0 PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
C - B PRODUCED FOR RESIDENTIAL OR GENERAL
AS OF DECEMBER 3"I5r, 2003, CHFiOMATED COPPER ARSENATE (C ,A C) WILL NO LUNGER BE R
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMEN f AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION 8308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY II AS INDICATED IN TABLE 8308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(6IOMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN '18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING D ALL PANES IN MULTIPLE G
) N G ING AN A U LAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN `THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION 8308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR 07HER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEEL- (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES:I: 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WrrH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
BUILDING DATA
WIND SPEED '120 MPH
WIND IMPORTANCE FACTOR -- (IW) =1.0
WIND EXPOSURE -- "C" (FRC R301)
INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'4"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 120 MPH + 33.4 PSF / - 44.8 PSF (END) U.N.O.
TYPE: 5B+ 33.4 PSF/ -36.2 PSF (INTERIOR) U.N.O.
-
GARAGE DOORS (V 120 MPH)
SINGLE 9x7 +27.6 PSF / -31.2 PSF
DOUBLE 16x7 +26.4 PSF / -29.4 PSF
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
THEE R HAS VERIFIED THAT HAT HEM FIR WOOD STUDS AND FLAT MATERIAL CAN
BE SUBSTITUTED FOR SPRUCE PINE FIR LUMBER PROVIDED THE SAME
MATERIAL GRADE NUMBER IS USED.
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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SCALE
AS NOTED
PLOT DATE: 05/28/2010
VERSION
NO.
L05
JOB NO:
10-1136
SHEET NO.
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12"@ 16" O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
U-1"
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
'I T-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) USP HTW20 OR (3) 16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
- \PRE -FAB CHIMNEY CAP
, RIDGE LINE FLASHING
�
COMPONENT & CLADDING DESIGN PRESSURE
+ T + I I T
+ 1 T
+ + + +
UPLIFT CONNECTION CROSS-REFERENCE
(120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0)
USP STRUCTURAL CONNECTORS
ROOF
WALL
-
TRIBUTARY AREA (W)
ZONE 1
ZONE 2
ZONE 3
ZONE 4
UFLIFT CAPACITY
LATERAL
I CAPACffY
ZONE 5
10
20.9
-33.2
20.9
-70.1
20.9
-70.1
36.3
1585
-39.3
1 CA Od x 1 1/2"
36.3
-48.6
20
19.0
-32.2
19.0
-63.6
19.0
-63.6
34.6
10-1 Od x 1 '1/211
-37.7
1450
34.6
-54.4
50
16.7
-31.1
16.7
-55.0
16.7
-55.0
32.5
4175*
-35.6
3695'`
32.5
-41.0
100
14.7
-30.1
14.7
-48.6
14.7
-48.6
30.8
5250*
-33.9
32-16d Sinkers & (1)
5/8" ATR
30.8
-37.7
125
14.7
-30.1
14.7
-48.6
14.7
-48.6
30.8
16-16d Sinkers & 7 -
1/411x2 1/4" Titen
-33.9
1390*
30.8
-37.7
NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY
LTT19
1350*
BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
1305'
2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT
LTTI31
2825"
COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007
__
18-1 Od x 1 1/2" & (1)
.5/8" A.B.
3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING
2310*
SURFACES
--
18-10d x 1 1/2" & (1)
5/8" ATR
r
+ T + I I T
+ 1 T
+ + + +
UPLIFT CONNECTION CROSS-REFERENCE
+
1
USP STRUCTURAL CONNECTORS
SIMPSON STRONG -TIE
-
CONNECTOR
UPLIFT CAPACFFY
I LATERAL
CAPACITY
FASTENERS
CONNECTOR
UFLIFT CAPACITY
LATERAL
I CAPACffY
_
FASTENERS
(3.Y.P. #2) (S.P.F.)
(S.Y.P. #2) 1 (S. P. F.)
T+
MASONRY APPLICATIONS
1 I
MASONRY APPLICATIONS
HTA 16
1615
1585
590
1 CA Od x 1 1/2"
M ETA 16
1450
1247
335
_
7-1 Od x 1 1/2"
HTA20
1615
'1585
590
10-1 Od x 1 '1/211
META20
1450
--
1247
33.5
7-1 Od x '1 1/2"
HTT16
4290*
3689'
--
18-16d & (1) 5/8" A.B.
HTT'l6
4175*
3695'`
-
18-16d & (1) 5/8" AT
HTT22
5370'
4618'
--
32-16d & (1) 5/8" A.B.
HTT22
5260*
5250*
__
32-16d Sinkers & (1)
5/8" ATR
LUGT2
1850
1850
__
16-10d & 5-1/411x3"
Wedge bolts
LGT2
2.150
1850
16-16d Sinkers & 7 -
1/411x2 1/4" Titen
LTS19
1390*
119.5*
--
8-1 Gd & (1) 3/4" A.B.
LTT19
1350*
1305'
8-164 Sinkers & (1)
3/4" ATR
LTTI31
2825"
2429*
__
18-1 Od x 1 1/2" & (1)
.5/8" A.B.
LTTI31
2310*
2310*
--
18-10d x 1 1/2" & (1)
5/8" ATR
FRAME APPLICATIONS
FRAME APPLICATIONS
RT7
585
58.5
170
10-8d x 1 1/2"
H2.5
415
365
150
10-8d x 1 1/2"
RT16
1030
1030
645
'16-8d x 1 1/2"
H10
990
850
525
16-8d x 1 1/2"
RT16-2
1160
975
410
'16-8d x 1 1/2"
H10-2
760
655
395
12-1 Od
SPT22
725
623
260
8-1 Od
SPI
585
535
--
10-1 Od
SPT24
1085
933
260
12-1 Od
SP2
'1065
605
--
12-1 Od
SPT4
1075
924
--
6-1 Od x 1 1/2"
SP4
885
760
--
_
(3-1 Od x 1 1/2"
SPTH4
2150
1849
--
12-1Odx 1 1/2"
SPH4
1360
1170
--
12-1Odx 1 1/2"
MUGT15
4265
3335
--
22-1Od& (1) 5/811 ATR
MGT
3965
3330
--
22-1 Od & (1) 5/811 AT
LUGT2
2260
1956
440
32-1 Od
LGT2
2050
178.5
--
30-16d Sinkers
HTW20
1530
1325
95
20-1 Od
HTS20
1450
1245
--
20-1 Od
LSTA18
1235
1110
--
14-1 Od
LSTA18
'1235
1165
--
14-1 Od
LSTA24
1235
123.5
-
16-1OdLSTA24
1235
1235
--
18-1 Od
LSTA30
1640
1640
--
22-10d
_LS TA30
1640
1640
--
22-1 Od
LSTA36
1640
1640
--
22-1 Od
LSTA36
1640
1640
--
24-1 Od
HUNG
APPLICATIONS
HUNG APPLICATIONS
HUS26
1925
1655 --
20-16d
HUS26
1550
1550 --
20-16d
THDf 126-2
2235
1935 --
28-16d
HGUS26-2
2325
1995 --
28-16d v
HUS28
2570
2210 --
30-16d
HUS28
2000
2000 --
30-16d
TFIDH210-2
3490
3020 --
58-16d
HGUS28-2
3220
2705 --
48-16d
CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU
NOTE:
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE
PLATE OFF THE TRUSS.
r
+ T + I I T
+ 1 T
+ + + +
T - rT +
T F T
I v I + � i
- + - + 1 T 1
+
1
2"x4" BLOCKING (SEE MANUF.
I i
6' 0"
+
0" (TYP.)
6-0"
L
SLOPE
0.
EXTERIOR FINISH
US
PR
; PRE -FAB CHIMNEY
+
T+
1 1
1 I
zBLOCKING
r r
+
,
+
-- -
T
��
PLYWOOD OR
¢ o _ IN HEIGHT
+ + 4. T
C?
r
T+ T
T
IrITI
++ + �
- T T
RIDGE LINE =o -
120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" U.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & /
T T + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" U.C. INTERMEDIATE -GALV. MTL. FLASHING
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH �`,.,� TRUSS TOP CHORD
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH _ 2 INCH NAIL LENGTH
* F
NOTE: OR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED -USP HTW20 @ EA. CORNER
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. \,-DOUBLE 2"x4" BLOCKING
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION °A -All w/ 1/2" PLYWOOD FLITCH
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SCALE3/4"-1' 0"
\ II ATTACH
I TO TRU
USP
MP -34 A
> \
MUGT15 TYP. , GIRDER TRUSS
>
\\ o 2X TOP PLATE
518"fD
THRU
BOLT
2 x B.U.0
USP'
MUGT15 TYP.
2"x4" BLOCKING (SEE MANUF.
USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)
BLOCKING
SSES w/ USP
NGLE TYPICAL
EACH JOINT TYP.
L
SLOPE
0.
EXTERIOR FINISH
US
PR
; PRE -FAB CHIMNEY
zBLOCKING
CRICKET
A
} @ MID POINT
15/32" CDX
¢ F (0 WHEN CHIMNEY EXCEEDS 6'-0"
PLYWOOD OR
¢ o _ IN HEIGHT
7/16" OSB
z
cr0 zt, GALV. METAL -- 112" SHEATHING OR O.S.B.
w °- _.
/
"iFLASHING
--
`
0
c- EE ¢ 2"x4" STUDS @ 16" O.C. MAX
RIDGE LINE =o -
120 MPH SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" U.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & /
T T + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" U.C. INTERMEDIATE -GALV. MTL. FLASHING
0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER CRICKET
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH �`,.,� TRUSS TOP CHORD
0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH _ 2 INCH NAIL LENGTH
* F
NOTE: OR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED -USP HTW20 @ EA. CORNER
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. \,-DOUBLE 2"x4" BLOCKING
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECTION °A -All w/ 1/2" PLYWOOD FLITCH
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. SCALE3/4"-1' 0"
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NOTE:
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SECOND RT16 IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
\ UPLIFT = 10309
TYPICAL RT16 INSTALLATION
4" MIN. EMBEDMENT
SEE SCHEDULE FOR
SIZE AND QUANTITY
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PLOT DATE : 05/28/2010
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SHEET NO.
(1) LAYER UNDERLAYMENT FOR
ROOF PITCH 4:>12 & (2) LAYERS
UNDERLAYMENT FOR ROOF
PITCH 4:<12.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
12 HURRICANE ANCHOR @ EACH
- (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 5/8"OR 1/2" HIGH STRENGTH --� ,� TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
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- = GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @
------ MOISTURE BARRIER
� ABOVE) - -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
INSULATI N BAFFLES-- ROOF COVERING CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
L S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW
TOP PLATE S.P.F. DOUBLE
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
SN1 3/8" MORTAR BETWEEN COURSES USP SPIT '-2"x S.P.F. (OR EQUAL) STUDS 16" O.C. U.N.O. USP SPT24 --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.U.
ELEV. VARIES CONNECTOR f. @ _
5/8" OR 1/2" HIGH _ = 1 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
STRENGTH CEILING ALUMINUM DRIP _ _ = __. _ _ JL _ _ _ __ _-__ L__ _ _ SHEATHING REQ'D. FOR ALL
___, (1) ROW 2x BLOCKING @MID HGT. FOR WALL (1) ROW 2x BLOCKING @MID HGT. FOR WALL
EDGE i� EXTERIOR OR SHEAR WALLS AS -. HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS — HG ( )
BOARD PER CODE (OR 5/8" T. < 8'-6". 2 ROWS 2x BLOCKING @ 3rd PTS
ALUMINUM FASCIA INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > T-6".
GYP. TYPE "X" @GARAGE 1---
2x SUB FASCIA __ SHEATHING W/ 8d COMMON NAILS (a�
W/A HABITABLE ROOM --- - - -- - —INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOUR PLAN
ABOVE W/DRYWALL ji 4" O.C. @ BOUNDARIES, 6" O.C. @
12' N.O.
12' VENTILATED 3/8" MORTAR BETWEEN EDGES, AND 12" O.C. @ FIELD
CEILING & 8" 70.0 WALLS BLOCK WITH 3/8" _ @
8x4 x16 NOMINAL
@ SOFFIT SLAB & BLOCK USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/— USP SPT22 CONNECTOR
�- -----�----- ----=- 5/8„° x 10” "J" BOLT @ 24" O.C. W/
8"x8"X16" KNOCK -OUT MORTAR BETWEEN T 2"°x3/16" PLATE WASHER (TYP.) 2"°x3!16" PLATE WASHER (TYP.)
COURSES CUT TO (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
INSULATION PER BLOCK W/ 1#5 CONT. "
(ALT: 1/2"x12" TI-rEN HD @ 24 Zx P,T. BOTTOM PLATE
CHART ON FLOOR SLOPE. �`' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR
FILLED SOLID W/GROUT _�- .L _ _ , �I_ _ _ -__ O.C. OR 5/8"x10' WEDGE ANCHOR -
--- — 6x6W1.4xW1.4 6x6W1.4xW1.4
PLAN II 24 O.C.) 2
1x2 P.T. HORIZONTAL ELEV_ -0'-4 1/2" ____-.JL-,_ ___ A.F.F. @ 24 O.C.) 2 ; WWF OR FIBERMESH WWF OR FIBERMESH
-_
8" C.M.U. TYPICAL
NAILER �l � �' � 3 1/2" MIN. � 31/2" MIN I
\� \ z
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2 #� CONT.
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1/2 GYPSUM WALLBOARD ( U.N.O. MIN.
U.N.O. CELL
FOUNDATION PLAN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEP rcC
"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" �SJ3
- - FOR LOCATIONS) SCALE: 3/4 -1'-0" "3,)
1x4 P.T. BASE NAILER —
�- 4"x4" INSPECTION
3 1/4" BASEBOARD PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB m AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER - — -
MUNICIPALITY. TO CUT BLOCK OR POUR 1/2" OR 7!16" OSB MIN. PLYWOOD SHEATHING
CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4" O/C
CONCRETE SLAB W/ 6X6 aw. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
W1.4XW 1.4 WWF OR _ DECO
---NOTE:EXTEND
2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS."'os
1 ROW 2x BLOCKING MID HGT.
DECO FINISH 4" to 6" O @
"FIBERMESH" BELOW GRADE LOAD BEARING OR (2) ROWS OF 2x BLOCKING @
EXTERIOR WALL _ 8" C.M.U. f 2x STUDS @ 16" O/C NOTE: FOR WALL HGT. s 8'-6". (2)
w ` 4 _ _ THIRD POINTS INSULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING «1 PTS
( 3
-= 00 z 1"x P.T. STUD �. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6".
III -III- I I h , I+ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
#5 VERT. IN FILLED CELL 1l'L" GYP. WB (MIN.) @GARAGE
=I D SEE CC/S3 OR c�.i - LAYERS W/ TOTAL THICKNESS 7/8" OVER DEAPPLICABLE.
6 MIL VAPOR MIR - z G/S3 FOR ANCHOR - \ ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SI IF
-I I III- 5/8"X6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24' O/C W/ 2"°X 3/16"
BARRIER I D ; .p 4 I N BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C.
@ 24' O.C. VERT. OR 2x P.T. PLATE
=I I I= (IF NO UP LIFT ON SP SPT22 @ EA. STUD _- W/ 7" EMBEDMENT (MIN. SHEAR
COMP. SOIL. 111_ r - WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ \ 3500#, MIN. TENSION 2600# c
(COMPACTED TO 95% ) SPACE ANCHOR ) -
=1 I I I =III III I I= - (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR \ ' f ZX P.T. PLATE zo"MIN. LAP r
MODIFIED PROCTOR III III III=1 I—I III *USP SPT22 TYP. - SPACED EVENLY _
FIBERMESH l -- � R BOLTS 6' MAX FROM 6 x 6 W1.4 x W1.4
ASTM D1557 N -_ w
2x P.T. PLATE
WEEP SCREED INSTALLED BAR � END OF 2" x PLATE - \ WWF OR FIBERMESH M
3" MIN. CLR. _ w
(2) #5 REBAR CONT. — ASSUMED FINISHED E ° PER MANUF. ' MIN. Fy-4oksi _ - D .
r #3 OR #4 REINFORCING BAR - 1 i
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SCALE: 314" = 1'-0° 53 D " p = ' - - _ _ _ ° . 111 I II I I� II 111 I II I I=III= - --- 2 #5 CONT. -III I I I, I I I I
I --1 1I 1=1 I 1=1 -_ _ _ #5 LAP SPLICE ( )
.�° 11 I -III 11=III-1 I _I -- ___=III= I ON 3"CHAIRS
_ NOTE: h' n III 111-1 11-I 11 I i =I 1 I= I I 1 o D I I -III -I 11=1 11-I I 36" MIN. LAP 8" 1'_4" 8"
*FOR BEARING WALL COMP. SOIL. (COMPACTED TO -I 1 r=rrr=rrr-r -i N=i Ii=i i {- -. (TYP.)
(1) ROW 2x BLOCKING @MID III III III III III 95% MODIFIED PROCTOR ASTMI-1 I I-1 I 1=III-I I I_I I I -III 110
W/ UPLIFT ONLY - _ _ -III--I �I�i I_ �✓---
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16d TOENAILS T & B FOR WALL HGT. > 8'-6' .
FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG
1!2" GYP. WB (MIN.) @GARAGE SIDE IF z
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2x P.T. PLATE--\ 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION.
@ 6" MAX FROM END OF 2 x PLATE
(2)#5 CONT. ON3"-\ 6x6W1.4xW1.4 f 6x6W1.4xW1.4
CHAIRS (TYP.) WWF OR FIBERMESH WWF OR FIBERMESH
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SCALE: 3/4"=1'-0" 53 i� ____� __-- CONT. BEAD SEALANT ..
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EXPANSION JOINT �r -
-3 1/2" VARIES MASONRY WALL AND
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RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND w \
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CONCRETE SLAB M CONCRETE NAILS W 1 1/2' 1l2"GYPSUM WALLBOARD U.N.U. S.G.D, (U.N.O.) M . 8' MASONRY WALL _ _ EXTEND FILL CELLS
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1'-8 (2 STORY) SLAB INFORMATION. SEE SCHEDULE
FOR REINF. INFO. 3" MIN. CLEARANCE -- —
1'4"(1 STORY)/1'-8"(1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N
53 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3
1'8" (2 STORY)
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
4
ADDITIONAL INFORMATION.
GARAGE DOOR SLAB RECESS �,�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
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PLOT DATE: 05/28/2010
VERSION NO.
1 NU5
JOB NO: 10-11.36
SHEET NO.
DOUBLE 2x TOP
PLAT'-
1- - 2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
--(2) 2x HEADER
PER PLAN
VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8"
O.C.TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. 14
12 SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
(TYP) SEE ELEV.
TRUSSES @24 0/C
- -= UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
-- - -z 2x S.P.F. STUDS @ 16" O.C.
s SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
� TRUSSABOVE
CLOSURE WALL W/
STUDS @ 16" O.C. W/
USP SPT24 @ EA. STUD - (2) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 10d NAILS
CRICKET AS REQUIRED -
SINGLE 2x CONI". BASE
PLATE W/ (2) 12d TO \
TRUSS BELOW
BLOCKING (TYP.)
1/2" EXTERIOR GRADE SHEATHING r
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
USP SPT22 @ EA. STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" 0/0 MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. '
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/ -�
STD. 90" HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL --
K/S4 \
SEAT FOR BLOCK IS POURED
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE \
GENERALNOTES
SLOPE FORWARD' -
FOR DRAINAGE:
�I
SEE PLAN FOR FOOTING I
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
DRAIN
WALL CLEAN-OUT A
SCALE: N.T.S. SQ
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED %
BLOCK W/ (I) #5 FOR CONCRETE PLACEMENT /
❑
/,---.----,VENT
OR 2ND FLOOR
1/2" MINIMUM CEMENT FINISH
-
STRAPS
/ -TYPICAL C.M.U. WALL
❑
U
STUDS
JACKS
❑
❑
Id
STANDARD 3" DIA. TEE -
ILI]
EA END
,- - 3/4" FURRING STRIPS
EA END
I
O/C FIELD
-
THREADED 3" DIA. EXTENSION
\
(2)
---
1/2" GYPSUM BOARD
SCREW OFF CAP (3" DIA.) - .,
-
I
-- --- -
(2)
W/ DRYWALL SCREWS
FOR CLEAN-OUT@
(2)
(1) USP LS (A30
8" O.C. OR 4d
—
1 (3)
-
DRYWALL NAILS
MIN. EXTENSION FROM
MAIN SPAN
MOISTURE BARRIER
/
_
EXTERIOR FACE OF BLOCK
N C 13 1)B •C
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_-----MASONRY WALL
UPLIFT CONNECTOR
WALL IS 1 1/2" MAXIMUM
-
Z J J
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EXTENSION FROM EXTERIOR
zH,
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-
FACE OF BLOCK WALL IS 2 1/4"
W/ STD. 9W HOOK IN K.O. BLOCK
-
Aft a
��� O�
DRAIN
WALL CLEAN-OUT A
SCALE: N.T.S. SQ
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED %
BLOCK W/ (I) #5 FOR CONCRETE PLACEMENT /
NOTES:
1'J FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
BLOCK WALL ABOVE.
SCRAP MATERIAL
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) -� RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE SCALE: N.T.S.
`-8x8x16 C.M.U. GARAGE DOOR-----__T—TRACK MOUNTING BRACKET
H GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY_
.,:: •,y GARAGE FLOOR
R, TRAVEL DIRECTION OF
/ GARAGE DOOR _
MOUNTING BASE DETAIL
1�
SCALE: N.T.S.
j
CONCRETE BABOTTOM OF MOUNTING B E
POURED SE FOR
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
P SHED FORWARD THIS DRAWING.
S4 PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
INTERIO
WALL
C
EXT
ERIOF
WALL
7 5/8" 8"
7 5/8" 8"
7 5/8" 8"
----®-
❑
SOLID AREAS ARE
STEEL AND GROUT
-� —DOOR OPENING -
❑11
❑
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n
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STRAPS
❑
❑
U
STUDS
JACKS
❑
❑
❑
❑
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EA END
EA END
EA END
I
O/C FIELD
-
8 STD. 90°HOOK 8"-
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6-0" WIDE (U.N.O.ON
PLAN)
OPENING
— FILLED CELL W/ (1) #5 VERTICAL—
SEE FDN. PLAN FOR LOCATION
(2)
---
(2)
-.
-
-
I
-- --- -
(2)
- -- '--III
(2)
(2)
(1) USP LS (A30
9'-16'
(3)
1 (3)
(2)(3)
Ir
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MAIN SPAN
NOTES:
1'J FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
BLOCK WALL ABOVE.
SCRAP MATERIAL
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) -� RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
2x6 MOUNTING BASE SCALE: N.T.S.
`-8x8x16 C.M.U. GARAGE DOOR-----__T—TRACK MOUNTING BRACKET
H GARAGE DOOR ROLLER GARAGE DOOR TRACK
CONNECTION ASSEMBLY_
.,:: •,y GARAGE FLOOR
R, TRAVEL DIRECTION OF
/ GARAGE DOOR _
MOUNTING BASE DETAIL
1�
SCALE: N.T.S.
j
CONCRETE BABOTTOM OF MOUNTING B E
POURED SE FOR
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
P SHED FORWARD THIS DRAWING.
S4 PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
INTERIO
WALL
C
EXT
ERIOF
WALL
7 5/8" 8"
7 5/8" 8"
7 5/8" 8"
----®-
❑
SOLID AREAS ARE
STEEL AND GROUT
-� —DOOR OPENING -
❑11
❑
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❑
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1ST COARSE 2ND COARSE v 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT rD
SCALE: N.T.S. SLI
[TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
2x TOP PLATE '-
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
\_ PROVIDE P.A.F. NAILS OR
Lx P.T. PLATE- EQUAL @ 12" Q.C.
SEE A/S3 FOR STAGGERED FROM BOT.
REINF. INFO. PLATE TO CONCRETE
TYPICAL INTERIOR NON-
BEARING WOOD FRAME WALL
SCALE: N.T.S. S4
2x CRIPPLES @ -
16" O.C. W/ (2) 12d
TOENAILS T/B
30LID AREAS ARE
STEEL AND GROUT
ULL 8x8xl6 BLOCK
)OOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J -BOLTS ON 24" CENTERS. ALL J -BOLTS WILL BE IN
FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE
COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
- WALL
a .
DOORSTOP
MOLDING
GARAGE
- - / DOOR
2x6P.
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
COMMON WIRE NAILS @ 4" O/C
2X8 WALL ABOVE
EA END
EA END
EA END
EA END
O/C FIELD
1'-4'
(1)
(2)
(1)
(2)
(1) USP LSTA30
41.9-
(2)
(3)
(2)
(2)
(1) USP LS (A30
9'-16'
(3)
1 (3)
(2)(3)
Ir
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(2) USP I STA30
FLAT STRAPS PER CHART ABOVE
** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2 -ROWS 12d NAILS STAGGERED
@ 12" 0/C EACH FACE OR
3 -ROWS 12d NAILS STAGGERED
�\ @ 12" 0/0 FOR 2"x10" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
S4 INTERIOR HEADER
10d NAILS @ 8" (1) 2x SILL PLATE W/ (2)
O/C TYP. BOX HEADER 12d TOENAILS.
ONLY EXTERIOR HEADERS
DOUBLE 2x
CRIPPLE STUD`- (1) 2x SILL PLATE W/ (2)
TYPICAL (U.N.O.) �� 12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
�\ SILL PLATE W/ MP3 CLIPS
\ EACH SIDE
_'�-2x STUDS TYP.
USP HTT16 TYP. U.N.U. SEE N/:
*" HOLD DOWN CONNECTIONS
Op�00,, NOT REQUIRED @ BEARING
�N/N��.� WALLS NOTED WITHOUT UPLIF
P.T. BOT. PLATE
WALL HEADER DETAIL
6Q�
SCALE: N.T.S. 4
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SPT4
r
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
RECESS
LINTEL
SEE TYPICAL WALL SECTION
12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
`\ DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
=z=- APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
5/8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
2
P
nom_
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SPT22
USP SPT4
� o 0
USP
FASTENED TO TRUSSES WITH 8d
TRANSOM FRAMING
SEE SECTION AA/S1 AND
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RECESS
LINTEL
SEE TYPICAL WALL SECTION
12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
`\ DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
=z=- APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
USP-
nom_
SPT22
1/2" EXTERIOR GRADE SHEATHING
� o 0
USP
FASTENED TO TRUSSES WITH 8d
-
COMMON WIRE NAILS @ 4" O/C
2X8 WALL ABOVE
�
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Q
BLOCKING ( P.)
O/C FIELD
\ i
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Ui w o
(2) 2X4 PT STUDS UNDER HIP
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CARRIER/GIRDER TRUSS
#5 CONT. &
- - -
USP HTA20 @ EA. STUD -
* w
FILLED
•
-
Ir
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MAIN SPAN
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/
_
ROOFTRUSS
N C 13 1)B •C
jib
_-----MASONRY WALL
UPLIFT CONNECTOR
8 X8 X16 K.O. BLOCK W/ 1 115 CUNT. ---_///
(SEE SCHEDULE)
Z J J
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zH,
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-
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-
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Z¢mw'-m
WALL DETAIL
SCALE: N.T.S.
TOP SPLICE
2 ROWS 10d @ 3" O.C. (14
i NAILS TOTAL) EA. SIDE OF
?q.SPLICE STAGGERED
�10d (a? 8" O/C
NOTE: J/
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. S4
F= 2240 LBS
USP
USP SPT4- SPT24] - USP SPT4
I- - (p --
2X TOP PLATE
OVERLAPPING
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P.T. SEE SECTION AA/81
-ATE AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
/ LINTEL
USP SPT
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USP
SPT24-
7.
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USP SPT22
USP SPT4 USP SPT4 J -BOLTS @ 24" O.C.
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10d NAILS @ 4 A 0d NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
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LPLYWOOD
o E SHEATHING
PLYWOOD FASTENED TO TRUSSES
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SPT4
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PLATE
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PLYWOOD
SHEATHING
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WALL BELOW
MAX. (MIN. (2) PER BOTTOM
PLATE)
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PLOT DATE: 05/28/2010
VERSION
NO.
1m05
JOB NO:
10-1136
SHEET NO.
SEE STRUCTURAL
SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4 "T" BLOCKING
TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL
2"x4" OUTLOOKER "L" BRACE
SHEATHING DETAIL 24 O.C. NAILING SCHEDULE FOR - USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" -
TOPCHORD @ SHEATHING DETAIL 2"x4" ATTACHED W/
EA. OUTLOOKER - O.C. (OPTIONAL -SEE
2x4 OUTLOOKER 10d NAILS 4'
OUTLOOKER _ @ 24" O/C O.C. TYPICAL
BLOCKING FOR - -- -- - - -- - ------ ELEVATIONS) BACKNAIL W/ (2) @
FIRST FOUR �, @ 24" O.C. _ --_5EE STRUCTURAL 16d NAILS
45° ± 24" MAX. ` 2X4 CONT"L" BRACE � USP RT16 OR EQUAL NOTES AND NAILING = TOP CORD
ROWS OF TOP CORD BLOCKING - 45°± �j TOP CORD BLOCKING @
TRUSSES @ USP RT16 OR FOR FIRST FOUR / FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB -
EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL 5
SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT EQUAL EA. OF TRUSSES
. OF SHEATHING TYPICAL DOUBLE TOP PLATE @ @
2x8 SYP#2 "L" BRACE TO 2"x4" CROSS BRACE - OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5
TYPICAL @ RIDGE FASTENED AT "L" SHEATHING TYP. 2X4 KICKER 2x4 CROSS BRACE APPROX.
48" O.C. EACH JOINT W/ 3 10d L BRACE TO EXTEND EXTEND LEAST 90% OF APPROX. 8" FROM - SHEATHING TYP.
O \ @ 8'-0" 0/C. _ @ USP 8 FROM RIDGE FASTENED AT �� ��
AT LEAST 90% OF WEB RIDGE FASTENED AT 2x4 T BLOCKING
MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE -- WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) "L" BRACE TO EXTEND �.
EA. END 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD SEE EACH JOINT W/ (2) AT LEAST 90% OF WEB 2x4 BLOCKING @
@ ( STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE
2x6 P.T. - GABLE TRUSS RIDGE FASTENED AT TABLE) - LENGTH (SEE TABLE) 48" O.C. _
\, SILL EACH JOINT W/L 2X6 FRAMED WALL - SEE NAILS @ EA. END 16d NAIL
• 1/2" CDX PLYWOOD OR O 1 Ud /- USP RT3A WITH 8-8d WALL SECTION FOR SPACING GABLE TRUSS "L" BRACE ATTACHED
7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ', 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C.
\•� ATTACHED W/ 10d EA. END BLOCKING -112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE \ 7/16" OSB SHEATHING TYPICAL
GYPSUM WALLBOARD - OSB SHEATHING ATTACHED FIRST 4 ROWS OF ` ATTACHED W/ 10d NAILS
NAILS @ 6" O.C. EDGES GABLE TRUSS O
AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12"
\ 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR GABLE TRUSS WEB
_ -� _ AND 12" Q.C. FIELD END TYP. TOP & `�� O.C. FIELD
r-- 7/16' OSB SHEATHING �� ��
- THROUGH CHORD CORD ATTACHED W/ (2) '16 d TOENAILS ATTACHED W/ 10d NAILS �(2) 16d NAILS BOTTOM ATTACHED (2) 16d NAILS SINGLE L BRACING DETAIL 6
INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48"- ` 2x4 BLOCKING W/ (2) 16-d TOENAILS _ _ _ , 2x4 "T" ON TOP OF PANEL S5
SLOPE OF ADJACENT SCISSOR TRUSS O. SCALE; N.T.S.
2x4 "T" ON TOP OF PANEL BLOCKING, O.C. FOR THE FIRST 4 ROWS - -�I BLOCKING FASTEN WITH
WEEP SCREED ) O.C. FIELD O � '
FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL OF TRUSSES FROM EA. END - - 10dx3" @ 4" O/C DIAPHRAGM - - -
INSTALLED PER MANUF. — NOTCH L BRACE HERE -2x4 "T" ON TOP OF PANEL BLOCKING @
@ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" 48" OIC
MOISTURE BARRIER WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C
5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM �� USP HTA20 OR EQ. U-0" O.C. TYPICAL. - O.C. I— GABLE TRUSS
@ INSTALLED PER MANUF.
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" 2x4 LEDGER MATCH BOTTOM DBL. TOP - TRUSS VERTICAL
PLATE SPLICES W/ 3/16"x2" Q PLATE WASHER MOISTURE BARRIER ( STUD WALL _ r
USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.)
VERT. WEB (24" O/C MAX.) W/7.10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) (2) 2"x8" "L" BRACE
USP SPT24 @EACH STUD FASTENED WITH 3
NOTE: IF EMBEDDED TAPCONS. ( )
STRAP MISSED VERTICAL SECTION SECTION 2 SECTION
16d PER SIDE
WEB; USE -,p
3 SECTION 4
SCISSOR GABLE 11 T11 BRACE 7
MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. 55 SCALE; N.T.S. 55 AS PER HIB 91 SCALE: N.T.S. S5
y 20'-0" MAX 20'-0" MAX
REFER TO SECTION BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING W/(2) 10d
1A ON SHEET S5.1 N SEE STRUCTURAL �� 16d NAILS @ 24" O/C WOOD TRUSSES TOE NAILS @ EACH END @
FOR X -BRACING, AND NOTES AND NAILING - TOP CURD 24" 0/C (TYP)
r TOP CHORD N SCHEDULE FOR BLOCKING FOR
USP HGAM10 W/ (4) ` BLOCKING -0 °0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS
1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ x x _
BOLTS & (4) SDS 1/4" `•- INFORMATION - 1 ' 1/ 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF
x 1 1/2" SCREWS 77 `� WOOD TRUSSES f APPROX. 8" FROM ----- SHEATHING TYP.
J RIDGE FASTENED AT "L" BRACE TO EXTEND
\ 2x4 RAT RUN BRACING 1 j EACH JOINT W/ (2) AT LEAST 90% OF WEB
AT 24" O.C. ON TOP OF 1 1�2 1 1"12 10d & (2)10d TOE LENGTH (SEE TABLE)
BOTT. CHORD FOR 4 NAILS @ EA. END ( 0
- TRUSS SPANS I GABLE TRUSS z
1/2" CUX PLYWOOD OR 7/16" BRACING W/ 3 10d x 3" w
• ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING � � � a
AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED . ) @ _
FIRST (4) ROWS OF �� W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS �� EDGES AND 12" O.C. FIELD USP HGAM10 W/ 4 3/16"xl-3/4"
7
2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. ()- MOISTURE BARRIER
O/C W/ 2 -16d END TYP. TOP & �� �\ JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1
TOENAILS @ EA. END NOTES: BOTTOM ATTACHED - SEE PLAN FOR 1/2" SCREWS BOND BEAM
I) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS - - NECTION
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) i_
MASONRY WALL
CON
f ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUALi ',:a - NOTE:
2x4 T ON TOP OF PANEL -J ;: ARCHITECTURAL FINISH
_ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH �Lx4 BLOCKING W! F
10dx3" @ 4" O/C 2) 2d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
I
EXT. WALL CONN. l 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ! 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
NON - LOAD BEARING LOCATION ® _- __- EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ SECTION � T
;� BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 AS PER SCSI 1-03 SCALE: N.T.S. S5
SrJ S5
._� ADDITIONAL INFORMATION.
SCISSOR TRUSS
2"x4" OUTLOOKER @ 24" I 12
O.C. W/ (2) 10d PER JOINT 6.9 FMAX. %
MINIMUM 2x
OVERLAP TRUSS BRACING
CROSS BRACING x PRE-ENGINEERED -- AT LEAST TWO TRUSS SPACES 6" OVERLAP
(SEE PLAN FOR rWOOD TRUSSES
LOCATIONS) 10dx3" O/C @ 2"x4"
\ TOENAIL 6" O/C RUNNERS
W/ (2) 16d TYPICAL
\ (2) 16d PER NAILS M
JOINT
"X" BRACE SEE DET.
J/55
T CONTINUOUS BOTTON
CHORD BRACING 2X4
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - T-0"
3'-0" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE
- (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
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2x4 T ON TOP OF PANEL -J ;: ARCHITECTURAL FINISH
_ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3 PLY) BLOCKING, FASTEN WITH �Lx4 BLOCKING W! F
10dx3" @ 4" O/C 2) 2d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
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COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ! 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
NON - LOAD BEARING LOCATION ® _- __- EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ SECTION � T
;� BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS S E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L
ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 AS PER SCSI 1-03 SCALE: N.T.S. S5
SrJ S5
._� ADDITIONAL INFORMATION.
SCISSOR TRUSS
2"x4" OUTLOOKER @ 24" I 12
O.C. W/ (2) 10d PER JOINT 6.9 FMAX. %
MINIMUM 2x
OVERLAP TRUSS BRACING
CROSS BRACING x PRE-ENGINEERED -- AT LEAST TWO TRUSS SPACES 6" OVERLAP
(SEE PLAN FOR rWOOD TRUSSES
LOCATIONS) 10dx3" O/C @ 2"x4"
\ TOENAIL 6" O/C RUNNERS
W/ (2) 16d TYPICAL
\ (2) 16d PER NAILS M
JOINT
2X4 BRACING @ 48" O.C. CONTINUOUS
- - TO FIXED LOCATION ATTACHED W/
2-10d @ EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP OR
BOTTOM OF THE BOTTOM CORD)
ALTERNATE NON -DROP
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE MlS5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE:
GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING
BRAE TO EXTEND FULL HEIGHT OF GABLE.
CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 2) 1"CBRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/0. SCISSOR TRUSS
SCALE: N.T.S. 55 SCALE: N.T.S.SCJ 3) SEE 6lS5 FOR MORE INFO.
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
S�
� "L" BRACE W/ 10d @ 4" O.C. 12 3
(SEE SCHEDULE FOR SIZE
AND LOCATION) 6.9I MAX.
6.9 MAX.i �, -
-` � "L" BRACE W/ 10d @ 4" 0/C
5 --_- (SEE SCHEDULE FOR SIZE
S5 AND LOCATION)
S5
GABLE TRUSS
_ -
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"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0'0" - T-0"
3'-0" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE
- (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
2X4 BRACING @ 48" O.C. CONTINUOUS
- - TO FIXED LOCATION ATTACHED W/
2-10d @ EA. TRUSS (NOTE: BRACING
MAY BE PLACED ON EITHER TOP OR
BOTTOM OF THE BOTTOM CORD)
ALTERNATE NON -DROP
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE MlS5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE:
GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING
BRAE TO EXTEND FULL HEIGHT OF GABLE.
CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 2) 1"CBRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/0. SCISSOR TRUSS
SCALE: N.T.S. 55 SCALE: N.T.S.SCJ 3) SEE 6lS5 FOR MORE INFO.
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
S�
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(SEE SCHEDULE FOR SIZE
AND LOCATION) 6.9I MAX.
6.9 MAX.i �, -
-` � "L" BRACE W/ 10d @ 4" 0/C
5 --_- (SEE SCHEDULE FOR SIZE
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2X4LEDGER
-USP LSTA 18
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CONT. BEARING -CONT. BEARING USPHGAIO(TYP.) STUDS@16"O.C• USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL
GABLE END BRACING DETAIL@EACH STUD
GABLE END BRACING DETAIL SCALE: 3/4"=1'-0' MEAN WALL HEIGHT UPT030'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION
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MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION
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PLOT DATE:
05/28/2010
VERSION
NO.
ff Is
0`5
1ML)
JOB NO:
10-1136
SHEET- N0.
112" DRYWALL DOOR JAMB (REFER- 1X4 1/2" DRYWALL UNACCEPTABLE INSTALLTION
1X4 1/2" DRYWALL DOOR JAMB (REFER I X 4 __1-__
DOOR JAMB (REFER P.T. TU SHT. SDW2-K1 TO SHT. SDW2 K1 _ MAX.8"
TO SHT, SD 2 -KI FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLACE W/ (2) 10d @ 6" o.c.— 77
FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4
X4Fff 1 X 4 3/16" 0 X 3" LONG FURRING 1 \� FURRING
3-1/4" LUNG X 3/16"fU FURRING / 3/16"1 X 3-1/2' LONG
TAPCONS TAPCONS STAGGERED \2X8
TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED Cu) 16" O.C. 1X8
BLOCK@ SPACING „ O.C. 2 -ROWS INTO
PER MANUFACTURE 1 DETAIL MASONRY THROUGH 2-ROWN INTO
1-1/2„ DETAIL MASONTHROUGH 3” DETAIL
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
TAPCON @ 16" 1X4 P.T.
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3 1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL
DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TO SHT. SDW2-K1 FOR IF
TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1CONN. DETAILS--
FOR
FOR CONN. DETAILS FOR CONN. DETAILS10d @ 12„ U C. `� 1 X 4
FURRING
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LONG TAPCONS
2x P.T. AS REQ'D .. STAGGERED @.16" O.C. 2X8
2x DETAIL 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/411 DETAIL
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SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4"
WEDGE BOLTS INTO K.O. BLOCK
IRST 2 COURSES
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BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN
FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP
SCALE: N.T.S. SS SCALE: N.T.S.
SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A
EMBEDMENT INTO BLK.) 1/4" MAX
21.0 8..
1 X 4 FURRING -- _ SOLID BLKG. AT TOP BTWN. - - (�--' 1/4" x 3 1/4" TAPCONS UPLIFT CAPACITY = 945 ft FOR 1 STRAP
BLOCK HEADER ARCH BLKG. &BUCK = 1890 #FOR 2 STRAPS
1/2" DRYWALL _v 1 -PLY PRE-ENGINEERED TRUSS
8d NAILS AT 8" O.C. AT BUCK -; = \
- -LEAVE A CUT OUT IN O.S.B. ON THE -USP R716M W/ (8) NA11 NAILS & (6) 4" x 2-4� TAPCONS
2 x 8 45" DIAGONAL 4 10d NAILS INTO r- "'"% ; " ' 6 0 x 1" NAILS D
O INSIDE TO ALLOW FOR INSULATION
��.-�:.�.....•,•-,.:.;:;:,.:�;. (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ O 1 d NAILS 1z I AN
BRACE(S) 2 x 8 BRACE/ BLKG. 0 BE INSTALLED .^; :;'. -; ";':. >, .: (4) 4" X 14' WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#])
7/16" OSB T
ARCH PANEL CUT HOLE IN O.S.B. FOR 2 X 4 #2 SYP SCAB TO SIDE OF
BUILT UP PLWD. BUCK - - —2 x 8 45 DIAGONAL BRACE AT EA.
POLY -CELL IN THIS AREA ` TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
SCRIBE (NOTCH) * C OF ARCH W/ 3 10d NAILS
FACE ()
BACKSIDE TO FIT ARCH _ (4) 10d NAILS INTO 2 x 8 A7 EA. END DOUBLE 2x4 SCAB FOR 2 6 TO 4 -0
CONNECT W/ 8d NAILS BRACE/ BLKG. O.H.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
"
(2) 10d NAILS Cu) 8" O.C.
INSTALL WDW. SCREW ANCHOR-� — ARCH FACES W (4) 10d NAILS THRU USB INTO 2 x 8 PROVIDE TAPCON WITHIN 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TO TRUSS TOP CHORD BOND BEAM OR CAST
INTO ARCH BLKG. PER 4" MIN. OF BRACE
IF TRUSSES USED) W/ (3) #6 X 4/2' WOOD _ IN PLACE BEAM
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. OR MORE BUCK WITHIN INSTALLATION MOF START 0 ARCH � SCREWS @ 16" O.C. MAX. OR IF MASONRY \ �A,OVF PLYWOOD SHEATHING
START OF ARC _ O.C. 12
USE (3) 1/4" X 3 1/2" TAPCONS AT 16" 12 �``-RNNOGT RETROFIT TRUSS DETAIL
�:— H
ARCH DETAIL J 4 MAX. RAD. JACK TRUSS PROVIDED BY
SEE �� _ +
TRUSS COMPANY OR/ -+ + _ _
SCALE: N.T.S. \ PLAN \ \ / . +
SS 2x6 #2 SYP @ 24 O.C. +
BLOCKING AS
ROOF SHEATHING ATTACHED �^ - _ _- REQUIRED
2 x 8 BUCK - CONNECT TO BLOCK SECTION PER NAILING SCHEDULE A-
ALL TRUSS + SOFFIT
TO PORT
_ - _ _-
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN.+ _
EMBEDMENT INTO K. B B (5) -12d NAILS a �t FILL ,st4COURSES
1/4 MAX ) 2'-0" 8" 2X6 TO 2X4 -- '�� \ USP RT3A - 2X4 SYP
EACH TRUSS -_ - SOLID W/GROUT
BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH ."
1 X4 FURRING BLKG. &BUCK PROVIDE 2x CONNECTOR -
CONT.
p v
- -- -- -- �\
—" -- CONT. W/ (3)
8d NAILS @ 8" O.G. AT BUCK 2 x 8 VERT. W/ (2) 10d \\ 12d NAILS
NAILS AT EA. END PROVIDE O MIN. 2 JACK TRUSS PROVIDED BY / SEE LINTEL
PROVIDE 2 x $ DIAG. BRACE BTWN----C��� - SGHED. a.:..
VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE TRUSS COMPANY OR 2x4 \ 4
BRACE EXCEEDS 24" `\ % BUCK - (1) WITHIN 4" #2 SYP @ 24" U.C. \ ENTER SO IT FOR OVERHANGS BETWEEN OVER 1 1/'L"
LEAVE A CUT OUT IN O.S.B. ON T -;\ MIN. OF START OF — - CONTACT ENGINEER OF RECORD FOR
4'-0" MAX SEE PLAN PRECAST LINTEL FURTHER INSTRUCTIONS.
2 x 8 VERT. BRACE(S) -�\ INSIDE TO ALLOW FOR INSULATION ARCH _! • "K
TO BE INSTALLED \ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION
BUILT UP PLWD. BUCK - `— �� IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG OVERHANG1'.' J
7116" USB ARCH PANEL SCREWS @ 16" U.C. MAX. OR IF MASONRY (MAX. T-0 )
SCRIBE (NOTCH) BACKSIDE —
TO FIT ARCH CONNECT W/ r,i - WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" •
START OF ARC O.C.
8d NAILS ``-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) RETROFIT WALL OVERHANG DETAIL (NTS)
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. l
INSTALL WDW, SCREW -- SECTION @ENTRY L SECTION @ROOF EXTENSION M FOR OVERHANGS BETWEEN 3/8"T01,/2"
THRU OSB INTO 2 x 8 l
ANCHOR INTO ARCH BLKG. SCALE: 3/4" = T-0" SS SCALE: 3/4" = V-0" SS NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REGI D. I
PER INSTALLATION DETAILS B -B ARCH DETAIL rK
SCALE: N.T.S. SS
GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC
NOTE: IF RETROFIT FILLED CELL CONDITIONS
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
FOR ADDITIONAL INSTRUCTION.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BUND BEAM.
�
REINFORCING. PROVIDE LOWER
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SEE SHEET D2 AND — DRILL 3N E MIN. HOLE
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL MORE INFO SET BARR IN EPDXY
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR CAP TO PREVENT LEAKAGE
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER
HTT16 W/ (18) - 16d NAILS TO i
COURSES TO PREVENT THE MORTAR FROM BEING' OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION
STUDS & (1) - 5/8" DIA. ALL - #5X6' EMBEDDED INTO
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 BARS CONT. OCCURS THREAD
TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. � z EXISTING BOND BEAM
T "S EPDXIED W/
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0" 5" EMBEDMENT & 3" MIN. �_ o
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER F F <FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) -- EXPANSION STRIP -- EDGE DISTANCE \ '`\
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o NON SHRINK GROUT.
v
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p �. p' P \ �T w a A
REINFORCING AS FOLLOWS: _ - <
:. D a.(FT
fl 1-III-III=III-III=III u- a
�--SEALANT = _ -I - -
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. is s„ ,; ;:.: —III -III -II -I \ I I-
/ I II=III=I II- #5X6' EMBEDDED INTO
* E REINFORCING INTO PLACE. — — - Z
PRESS PANEL �� - 6" MIN. LAP SPLICE W/ P I I I=I I I—I I I- EXISTING FOOTING
,.,',�••'.�.'�;,:`V:�w:r' �_.�'�" \ r•, -- � � 2-#5X6' IN CONC.
* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I—III—I
¢
u .A .:I I I=I I I—I `n N FILLED CELL
SMOOTH. DO NO FURROW. _ �•., I=III=III DRILL 3/4"X6" MIN. HOLE \
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
`�;',,,,;.::.: ;':�'..:.:.::.;:.•. � I II III
FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE �.—� SET BAR IN EPDXY
'';' <`. 6.. MIN. LAP El
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ? ' SPLICE
REMAIN FREE OF MORTAR. SEOE GLASS BLOCK INSTALLATION NOTES, w I \
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • P '
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT \ o °
;4" SAW CUT
D
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE * 16" MIN. COVER EA. WAY
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) (110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) A SECTION
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL
MANUFACTUREITS APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1' 0" SCALE: 3/4" = 1'-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
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AS NOTED
PLOT DATE : 05/28/2010
VERSION NO.
L05
JOB NO: 10-1136
SHEET NO.
NOTE: PENDING BEAM
BEARING LOCATION, THE
*DIAGONAL SPACED SEE -ROOF --PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF
AT 1 ON O.C. MAX PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN COLUMN W/ (2) HTW20
STRAPS JACK TRUSS (AS SHOWN)
-- TRUSSES W/ (2) 12D NAILS EACH I OR GABLE END SEE TRUSS
END TO TRUSS TOP CHORD I LAYOUT
`
2X4 BLOCKING - TYP. I - CLIP EACH TRUSS BLOCKING _ USP JUS46 OR JUS461F 1------------ (SEE ROOF PAN
_--fJr--- BETWEEN TRUSSES / TRUSS (2) 2x8 #2 SYP W/ - , ,� __ _ --------
--- -
SECT. A -A A 7/16" O.S.B. FLITCH BUCKET TO COLUMN i FOR TYPE)
PLATE TOP TRUSS I i -FRAME OUT TO
@ ,� _ --- SUPPORT COLUMN BUILT-UP I BLOCK EDGE
BRG. _ -
A � (2)-2x4's OR 4x4 W/ (2)-10d'" �`�
G.T. i NAILS 8" O.C. EACH PLY i-�-` - --
� ,! I i� @ -SEE DETAIL 4/D1
ADD 2X4 ALONGSIDE I i i (SHOWN AS 4 x 4) FOR BEAM SIZE
TOP CHORD WHEN REQ'D I I EXTERIOR SHEATHING
TO PREVENT PLYWOOD i — (2) USP HTA20's ATTACHED PER NAILING
TYPICAL BLOCK` ' w/(10) -10d x 1 1/2 EA. TO COL. SCHEDULE -- -�
i -I 2x SPF #2
SPAN FROM EXCEEDINGJACK ii ALT: (2) USP MSTAM36 I
MAX 24" SPAN (EITHER RUSSES --HIP AT 16" O.C.
WALL -
SIDE OR BOTH IF REQ'D) G.T '� Y` ` STRAPS CENTERED
CONTINUOUS LATERAL BRACING- �� �'� ��` w/(13) -10d NAILS Ea TO COL. 14
TIE BEAM 'j --j'
NAIL OVER X -BRACE AS, _ �� ---BUILDER FRAME
INSTALL BLKG. AT TRUSS WEBS
US
FOR NAILING �''~-_
X -BRACING - 2x4 SPF OR SYP (2) 12D NAILS AS RRADEQUIRED
w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX
BEAM @ RAISED ENTRY
CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6
SCALE: 1/2" = 1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2" = T-0" SCALE: 1/2" = T-0"
TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSSHIGH ROOF TRUSS @
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. %ENTRY W/ ROOF
1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O.
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB i- SHEATHING ATTACHED
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE
INSTALLED AS THE "TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE -ENG. TRUSS- W/ (4) 10d TOP &
2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (3 )
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH �.
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER -COLLAR TIE �--
HIGH ROOF TRUSS SEEA
° f
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. aC �' @ ENTRY SEE PN
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS / � OVER,
EVERY 3rd � � � �� FOR CONNECTION � / �
RAFTER ROOF SHEATHING- i SEE PLAN FOR— 7 �
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING INFO.
�__ ATTACHED PER i CONNECTION INFO.
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" ^�C �it i --NON-BRG. 2x CLOSURE
O.C. MAXIMUM. _ -2x4 SPF 2 NAILING SCHEDULE } ':= _WALL @ 16" O.C. W/ 2x
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH I TRUSS INTERSECTION. _ -- -- (2) #7X 3-1/2" WOOD �- ! CONT. TOP &BOTTOM
CB--= r �_� SCREW EACH TRUSS �� � � � CHORD NAILED TO TRUSS/
1
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 48" O.C. j �� _ . i � BLOCKING W/ 2 1 NAILS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB @ I 1 --DOUBLE TOP PATE 2x BRG. WALL SEE -�� --�- & EXTERIOR SHEATHING LS
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B '� ATTACHED PER NAILING
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS PLAN FOR MORE INFO.
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) p -2x4 #2 SPF KNEEWALL W/ r SCHEDULE
PRE -ENG. TRUSS _ 1 %' STUDS @ 16" O.C. W/ e
- 2X4 BLOCKING EXTERIOR SHEATHING
2X4 DIAGONAL AT 8'-0" U.C. BETWEEN EA. TRUSS CUNT. ROOF SHEATHING AT TRUSS TOP -
MAX & EACH END ALTERNATE �% ATTACHED PER NAILING
DIRECTION TYP. A
ROOF SHEATHING - -�
CHORD AT ALL HAND FRAMED AREAS TYP. SCHEDULE
/ - ATTACHED PER X _ `-LOW ROOF TRUSSES
DIAGONAL 2x8 #2 SPF RIDGE BEAM ---2x4 #2 SPF BASE PLATE W/ �-
\ NAILING SCHEDULE \ , r W/ 2x4 BLOCKING @
AT 8'-0" USP MTW12 TO BLOCKING _ TOP CHORD 24"
WOOD BELOW SEE 9/D1 FOR @
MAX
TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT -� , , MORE INFO. O.C. W/ (2) 16d END
TO 8FT 2X4 RAFTERS FOR SPANS LESS NAILS EACH END
THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10dI --
COMMON TOENAILS TO RIDE BEAM -2x4 #2 SPF BLOCKING @
2X4 CONT. AT CONC. MASONRY 24" O.C. UNDER ENTRY
T & B CHORD STEEL OR WOOD ROOF W/ USP HD26 W/ (4)
BEARING SUPPORT 16d & (2) 10dx1 2" NAILS @
LOW ROOF ---� EACH END
TRUSSSE
A -A ALTERNATE BLOCKING PAN FORE \
DETAIL @ INTERIOR BEARING MORE INFO. A
3
------- - ----------- ----
WOOD TRUSS SCALE: 1/2" = 1'-0..
L
A PROVIDE BLOCKING AT ALL TRUSS BEARING SECTION ENTRY 'lo SECTION @ ENTRY
SUPPORT WHERE TRUSS DEPTH EXCEEDS
TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 3/4" = 1' 0" SCALE: 3/4" = 1'-0"
SCALE: 1/2"=V-0"
VARIES,
r l ROOF SHEATHING
ATTACHED PER
2x4 #2 SPF BRACING @ NAILING SCHEDULE
16" O.C. W/ (4) 12d /-- COMMON TRUSSES.
TOENAILS TO TOP -- SEE TRUSS PAN
STRUCTURAL SHEATHING PLATE & (2) 12d END - j MIN. (2) 2x4 FOR CONNECTION
ATTACHED PER NAILING NAILS TO TRUSS \ SPF TOP INFORMATION.
SCHEDULE BOTTOM CHORD rPLATE
,�- 4X!VARIES SEE PAN
r _ VARIES W/ FOR WALL LOCATION
ROOF SLOPE
WOOD WALL-\
OR TRUSS. -2X4 CONT. W/ (2) - MIN. 2x4 #2 SPF STUDS @
SEE PAN 16d COMMONS 16" O.C. W/ EXTERIOR
NAILS EACH Y SHEATHING ATTACHED
STUD TYP. T&B 7 PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
TRUSS OR SEE PLAN FOR PLATE BELOW
/ ROOF SYSTEM TOP OF WALL
MIN. 2x4 #2 SYP P.T. PATE
W/ 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE / @ 3" FROM EACH END &
PLAN FOR MORE --/ 16" O.C. MAX.
SHEAR TRANSFER INFO.
EXTERIOR. WALL SECTION 2 ENTRY s
SCALE: 3/4" = 1'-0" SCALE: 3/4" = T-0" lkiil�j
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SCALE :
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(VOTED
PLOT DATE :
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VERSION
NO.
1.0
JOB NO:
10-1136
SHEET NO.
As required by Flonaa Statute :Dos.o4z ana I-lonaa t\aminisirauve t-oae yLs-rz, please Pill the InlvtlnaLIVII cHIU aPPIVVal IILHIIQVIJ vel Llt� uununly
components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your
local product supplier should you not know the product approval number for any of the applicable listed products.
Cates or /Subcatec or
1. EXTERIOR DOORS
Manufacturer
Product Description
Approval Numbers
s
Test Pressures
A.
SWINGING
Plastpro Inc./ Nanya Plastics
Distinction Fiberglass Entry Doors
FL6184-R1
+65.0/-65.0 psf
FL569-R3
CS22
ThermaTrLl
Smooth Star/Fiber-Classic
FL8838-R"l
+55.0/-55.0 psf
H 3
FL104 56
ThermaTru
Smooth Star/Fiber-Classic
FL12441
+47.0/-47.0 psf
B.
SLIDING
Fla. Extruders (Milestone)
Series 1000
FL8409-R2
+45.0/-45.0 psf
C.
SECTIONAL
Clopay Building Products
Residential WindCode Doors W5 (8X7)
FL5675-R'I
+30.01-32.0 psf
LFTA6
FL820-R2
Clopay Building Products
Residential WindCode Doors W5 (16X7)
FL5675-R'1
+30.0/-30.0 psf
FL817-R1
{used in wind speedsover l2on1pi?)
Clopay Building Products
Residential WindCode Doors W6 (8X7)
FL5675-R1
+37.0/-41.0 psf
HETA16
(used in wind speeds over 120nloh)
Clopay Building Products
Residential WindCode Doors W6 (16X7)
FL5675-R'1
+37.0/-37.0 psf
D.
OTH ER
HTA20
FL821-R1
HGUS210-2
FL11468
Truss Hanger
THDH210-2
FL821-R1
HHETA40
FL11473
Embedded Truss Anchor
2.
WINDOWS
HSUR/L410
FL10655
Heavy Skewed U Hanger
D. Fur applications In excess oftho prescriptive requirements,
A.
SINGLE HUNG
Fla. Extruders (Milestone)
Milestone Series 1000 SH Std -Sill
FL9262-R1
+45.0/-45.0 psf
B.
HORIZONTAL SLIDER
Fla. Extruders (Milestone)p
Milestone Series 1000 Horizontal Slider
FL9236 R1
+45.0/-45.0 sf
C.
FIXED
Fla. Extruders (Milestone)
Milestone Series 1000 Fixed
FL9242-R1
+45.1 psf
D.
MULLION
Fla. Extruders (Milestone)
FE5709/57'10/57'11/5712/57'13/5714/5718
FE5700/5701 /5702/5703/5704/5705/5717
FL3136-R3
N/A
E.
OTHER
HUS412
FL10531
Joist Hanger
HUS412
FL821-R1
HUSC410
FL10655
Joist Hanger
3.
PANEL WALL
Joist Hanger
ITT
A.
SIDING
Alside
Coventry Vinyl Siding
FL'12'103
+86.5/-86.5 psf
B.
SOFFITS
Kaycan Ltd.
12"/16" Vented Soffit
FL12199
+70.0/-70.0 psf
C.
OTH ER
LSSU210-2
FL10447
Slopable/Skewable Hanger
LSSH31
FL816-R1
LSSU28
FL10447
Slopable/Skewable Hanger
J
4.
ROOFING PRODUCTS
Strap Tie
LSTA12
FL816-R1
LSTA18
A.
ASPHALT SHINGLES
Certain Teed Corporation
CT20 (and AR), Landmark 30/40 (and AR),
XT25 (and AR), XT30 (and AR)
FL5444-R2
N/A
B.
UNDERLAYMENTS
FL816-R1
LSTA36
FL10852
Strap Tie
C.
ROOFING FASTENERS
LTS'l2
FL10456
Twist Strap
LTV1/12
D.
ROOF VENTILATORS
Southeastern Metal
Weather Vent
FL11024
N/A
LTS18
FL10456
Florida Metal Products, Inc
Vent RV10
FL2075-R3
N/A
E.
ROOFING TILES
LTVV20
FL821
LTT19
FL11496
F.
ROOF TILE ADHESIVE
FL822-R1
LTT20B
FL11496
_
Tension Tie
G.
OTHER
LUS26
FL10655
Joist Hanger
JUS26
FL821-R1
LUS414
FL10655
Joist Hanger
g
_
JUS414
FL821-R1
5.
SHUTTERS
Masonry Beam Hanger
NFM35X1178U
FL578-R2
META22
A.
STORM PANELS
Metal Tech, Inc
Galvanized Steel Storm Panels
FL722-R2
+103.0/-103.0 psf
Medium Girder Tiedown
MUGT-15
Alufab
Galvanized Stool Storm Panels
FL4804-R1
+104.0/-104.0 psf
KST248
FL822-R1
MST60
FL10852
Strap Tie
KST260
6.
STRUCTURAL
FL11473
Strap Tie. for Masonry
MT312
COMPONENTS
Twist Strap _
MTW12
FL820-R2�
MTS16
A.
WOOD CONNECTORS/
Simpson Strong -Tie
FL820-R2
see chart
FL10456Twist
_
Strap
ANCHORS
USP Structural Conn.
MTS20
see chart
_
Twist Strap
B.
TRUSS PLATES
MiTek Industries, Inc.
Truss Plates
FL2197-R3
N/A
C.
ENGINEERED LUMBER
Boise Eng. Wood Prod.
Versa -Lam SP
FL1644-R2
N/A
PA51
FL11476
Boise Eng. Wood Prod.
Wood I -Joists ALLJOIST
FL1645-R2
N/A
D.
MATERIAL
FECP Corp. (Cast -Crete)
High Strength Concrete Lintels
FL158-R3
N/A
Stud Plate Tie
SPT24
Wekiwa CP
Pre -cast and Pre -Stressed Lintels
FL1418-R2
N/A
SPT4
FL821-R1
Lott's CP
Lintel
FL12045
N/A
ET
Commercial CP
Precast & Prestressed Engineered Conc. Lintels
FL1774-R2
N/A
HD Titen
FL2355-R3
Powers Steel, Inc.
Power Box Lintels
FL6264-R 1
N/A
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of
these products, the following information must be available to the inspector on the johsite; 1) copy of the product approval, 2) the
performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers
installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated
during inspection.
APPLICANT SIGNATURE
DATE
Simpson & USP Cross Over chart with
Product Approval Numbers
Florida
Simpson Produc
Number
A34
Florida Product
Approval
Number
0 6
FL1 44
Product Description
o
Framing Anchor
USP Product
Number
MP34
Florida Product
Approval
Number
FL822-R1
ABU44
FL10849
Adjustable Post Base
PAU44
FL569-R3
CS22
FL10852
Coil Strap Tie
RS300
FL822-R1
H 3
FL104 56
Hurricane Tie
the johsite at all tinlos during inslu latiun.
EVALUATION SUBJECT:
H10
FL10456
Hurricane Tie
RT -16
FL565-R3
H2.5
FL10456
Hurricane Tie
RT7
FL565-R3
H6
FL10456
Hurricane Tie
LFTA6
FL820-R2
HCP2
FL10447
Hip Corner Plate Connector
HHCP2
FL817-R1
HDQ8-SDS3
FL10441
Holddown
UPHD8
FL817-R1
HETA16
FL11473
Embedded Truss Anchor
HTA16
FL821-R1
HETA20
FL11473
Embedded Truss Anchor
HTA20
FL821-R1
HGUS210-2
FL11468
Truss Hanger
THDH210-2
FL821-R1
HHETA40
FL11473
Embedded Truss Anchor
(soffits).
110 mph (49 ods) in Exposure B. and !foes not exceed 90
HSUR/L410
FL10655
Heavy Skewed U Hanger
D. Fur applications In excess oftho prescriptive requirements,
Kaycan PVC Siding is hotizonuil and vortical lap siding and
HTS16
FL10456
Heavy Truss Strap
HTW16
FL820-R2
HTS20
FL10456
Heavy Truss Strap
HT\N20
FL820-R2
HTT16
FL11496
HD/Tension Tie
HTT16
FL821-R1
HTT22
FL11496
HD/Tension Tie
HTT22
FL821-R1
HUS410
FL10531
Joist Hanger
HUS410
FL821-R1
HUS412
FL10531
Joist Hanger
HUS412
FL821-R1
HUSC410
FL10655
Joist Hanger
HUSC412
FL10655
Joist Hanger
ITT
FL10667
TF I -Joist Hanger
THO
FL815-R1
IUT
FL10531
I -Joist Hanger
THF
FL815-R1
LGT2
FL11470
Light Girder Tiedown
LUGT2
FL817-R1
LSSU210-2
FL10447
Slopable/Skewable Hanger
LSSH31
FL816-R1
LSSU28
FL10447
Slopable/Skewable Hanger
J
LSTA12
FL10852
Strap Tie
LSTA12
FL816-R1
LSTA18
FL10852
Strap Tie
LSTA18
FL816-R1
LSTA30
FL10852
Strap Tie
LSTA30
FL816-R1
LSTA36
FL10852
Strap Tie
LSTA36
FL816-R1
LTS'l2
FL10456
Twist Strap
LTV1/12
FL820-R2
LTS16
FL10456
Twist Strap
LTV1/16
FL820-R2
LTS18
FL10456
Twist Strap
LTV1118
FL820-R2
LTS20
FL10456
Twist Strap
LTVV20
FL821
LTT19
FL11496
Tension Tie
LTS19
FL822-R1
LTT20B
FL11496
_
Tension Tie
LTS20B
FL822-R1
LUS26
FL10655
Joist Hanger
JUS26
FL821-R1
LUS414
FL10655
Joist Hanger
g
_
JUS414
FL821-R1
MBHA3.56/11.88
FL10866
Masonry Beam Hanger
NFM35X1178U
FL578-R2
META22
FL11473
Embedded Truss Anchor
HTA24-18
FL859-R1
MGT
FL11470
Medium Girder Tiedown
MUGT-15
FL11910
MST48
FL10852
Strap Tie
KST248
FL822-R1
MST60
FL10852
Strap Tie
KST260
FL822-R1
MSTAM36
FL11473
Strap Tie. for Masonry
MT312
FL10456
Twist Strap _
MTW12
FL820-R2�
MTS16
FL10456
Twist Strap _
MTW16
FL820-R2
MT318
FL10456Twist
_
Strap
MTW-18
FL820-R2
MTS20
FL10456
_
Twist Strap
- MTW20
FL820-R2
MT330
FL10456
Twist Strap
MT1N30
FL820-R2
Tension TieNITS27B
FL822-R1
PA51
FL11476
Foundation Strap
TA51
FL816-R1
SPI
FL10456
Stud Plate Tie
SPT22
FL817-R1
SP2
FL10456
Stud Plate Tie
SPT24
FL817-R1
SP4
FL10456
Stud Plate Tie
SPT4
FL821-R1
U24
FL10655
Face Mount Joist Hanger
ET
FL11506
w
Epoxy
HD Titen
FL2355-R3
Titen Anchor
y ---- a 'o p -
717.846.3747
HR Engineering, Inc_
1418 E, Market St_.;; Suite B
York, PA 1y403
21 January 2009
Nick Thompson, Product Manager- Siding�8( T'vlefals
As,ociated Materials, LLT-'
3773 State Road
Cuyahoga Falls, Ohio 44223
RE Florida Evaluation, Coventry Vinyl :tiding,-FBC 2007
DituNlr- `thorilpson;
- The following associated Materials vinyl siding product: Coventry has been tested and
analyzed in conformance `.nidi ASTNI L) 3679-05 as required by Florida Building Code
-2007. paragraphs 1404.9 and 1 1(15.13, plus Florida P.esidnivial Code 2.007, paragraph
703.11 Structural testing, to AM4 D 5206, as required by ASTM D 3679, was done at
Architectural Testing, Inc. and is reported in 77945.01.109-40 and 87537-01-109-40.
Testing was done for Alsido, Inc., which is owned by Associated Materials, f.I-C.
Coveul y vinyl siding is pruduced in 5 configurations, Double 5", Double 5" Dutchlop,
Double, 4", Double 4" Dutchlap, and 'triple 3"; all with if thickness of 0.0.12"
strengtlnynjng feature of this product is that it has a "rolled edge nail hemi", which roans a
U
1 utile thickness at dee nal/ huin crd
E gggc.
I have perfdrtned a canbhilltivn of rational and comparative analytes on this product,
which inctudes the inandatory rctluir'emcnts of Annex A1.2.1 in ASTM D 3679
InstallUI ou: must be over a/H" wiinimunn nailable sheathing or rk'' ininimuin plywood.
lnstallaElr fasteners In ist be roofing nails with 3/0" diameter head, 1/8" diah7eter shank,
and a. ntiniatum length of i /u"_ The alloy{able, design `.vied pressures for all: a
LonflkuralrUtiS including Double 5", Double 5' Duwehiap, Double -. , .Double <l"
Durrhlttp,; and Triple 3" are +/ 113 psf for 3" sled ,pacing, T/-115.3 psf for 12' stud
spaclf)A int]- t-86.5 psf for lo"' sold spacing. In order to achieve these, pressures, all
.d
studs niusi have nails in tlnpm and 111 1larils must belt studs.
The abwe iaru6 can Icotnpared directly to the rrquired wind loads in Chapter to of
the Florida Building Code. I trust that this informatic n is suffieient for the project need;.
If there are any questions about this Teport, or if anything additional is requited please
advise me.
Sincerely yours;
r )_ -
Allen N. Rp(f ves, P.E.
Structural En,ginecr ANP:anr
Florida License Nu. 19359 4 <`c.: 09010005
117-646-3747 -
HR' Engineering, Inc'.
'14-18 E. Market St., Suite B
York, PA 17403
Ted F9errnan, P.E.. A,dnlinisuatorr
Florida. Building Coda Csntliuissjvp
'red Bean a1 and Associates, LL,C.
925 41St Sheet, Suite I0-1
Nliand Beal h, Florida 33140
RE: Certification of Indel')endeuee.
Il 14t. Iierrrlan;
Installing soffit and fascia
Please note: Although vinyl soffirs, aro Inanufachacd with the some exacting
standards as all vinyl products; JV Inhibitors are not added to the vinyl formulation
us soffits one not expuwd to direct sunlight. For this reason, vertical or horizontal
installation of soffits on walls Is not recommended and cannot be guaranteed.
Installing trim - Option A
When fascia is applied without exposed nailing.
With open cave' Secure r -channel to lire exiQiIQr of Iia fascia with the lop Icy
resting againot the bottom of the Word. Secure F•channel on wall, level with the
F -channel on the fascia
With closed eave: Use if J -channel in place of [tie F -channel at the wall. 'secure all
channels every 12" cn center, in cenker of nail slots.
Installing trim - Option Q
When soffil only is applied, or when fascia panel l3 sucuiud to underside
of wood fascia.
With Craft eave. Secure F-chanoul to the wall and to To if
of he fascia board,
level with each other. Cut out back of channel to fit around rapers, if needed.
With closed cove: Substitute J -channels for the F -channels,
Secure all Channels in elle center of rho nail clots, 12" on center.
Installing soffit
1- Measure the distance between the inside of the inside and outside Dims Allow
114" per side for expansion and Cut the parols to In gt, Inset panels into trims.
For eaves over 113" in width, you will need to install intermediate nailing supports
to keep the l uIGl u(n "aJ iuJ
2.Inteflock panels as you would vertical siding. Closed soffit can be secured every
12" on renter.
3. When fascia panel is not being applied, use ad F -channel or J -channel al corners
of the ovoill to properly finish the installation.
4. When solfils meet at a center, tne)Cl)t Can either be diagonal (Intel or square
(both illustrated) Both methods are made with J -channel or H-channol.
aluminSmY'� . "'
Isrta ..
-5
•
I 45111 ,.reel - ,
Option A
I n9ua
t35W
t
it-dlJnnci %Ur will'.. y
Option B
dA:11
I .3•
R
M _ y.-
�t _
Diagonal trim esu
M",i %moi
F'
lv
1 1'r
v)
f
Straight vim use
Jchmmds )trchanrrci
�1 , �✓ fir%
KAYCAN'"
ICC -ES Evaluation Report ESR -1495
Reissued November 1, 2006
This report is subject to ro-examination in two yoara,.
wwwAcc-es.cu l 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council"
DIVISION: 07 -THERMAL AND MOISTURE PROTECTION
4.0 INSTALLATION
Section: 07480- Siding
4.1 General:
REPORT HOLDER:
Installation of [tie aiding, including the panels, omens, starter
Uoubla •t i-11 Hur zuiisl Dutch Lap
strips, trim and other accessory item.*, shall be In accordance
KAYCAN LTD.
with lire manufacturer's published installatlon Instructions, he
-
ONE MEMORIAL DRIVE
a licable code and this report. In that event of a conflict
PP p
R CHFORD, VERMONT 05476
between life manufacturer's published installation instructions
(802) 848-7010
and this report, this report shall govern. A copy of the
www-Kaycan-con
manufaclurel's published installation instructions shall be on
"Al
the johsite at all tinlos during inslu latiun.
EVALUATION SUBJECT:
Solid sheathing and a water -resistive barrier shall be
provided behind the siding, as required by the applicable
KAYCAN PVC SIDING
code,
Ovcon Park I3cvc1
Tho allowoblo wind loads aro as noted in the proscflplk9
1.0 EVALUATION SCOPE
requirements of the applicable coda. Sue Suction 4.2 fur
Conlpllance with the following cycles:
applications In excess of the p!escriptive requirements or
Platinum Series D-4
whale the 3pplicahle codo rloos not provide P esor!p,ive
u 20UU International Building, Ccdeo (I BC)
requirements.
■ 2006 international Rusidantial Colla' (IRC)
4.2 Wind Rosfstace:
m 1097 Uniform Building Code'"' (UBC)
Duclgn wind pressures must be determiner/ in accordance
12'-0'
with Chapter 16 of the IBC. SBC, UBC or BNBC or Section
• BOCA' Nallonal Building Codc/lg99 (BNBC)
301.2.1.1 of the IRC. In areas whose the basic wind speed (:1-
• 1999 Standard Building Codo° (SBC)
second gust do not exceed 100 mph (45 ods) [80 milos par
12 0"
hour (36 or/8) (fastest mile) under the UBCI, and the bmldi:,y
Properties evaluated:
height is less than or equal to 40 feet (12 192 min) in
T-3 Horizontal _
Exposure C areas, Installation must comply with the
• Exterior veneer
prescriptive requirements of IBC Section 1405.13 BiiOC
• Wind resistance
Section 1400.3.3, SBC Section 1403.9 or UBC Section -1105,
17enb1d 10"
as opplir-able.
2.0 USES
In jurisdictions enforcing the IRC, h tallaten much comply
Kaycan PVC Siding to used as an extoller veneer and as
with the prescrip]ivn requirements of IRC Scrtion 8703.4 for
closure material on the underside of oxterior rootcaves
areas where the basic wind speed (3 -second gust) islessthan
(soffits).
110 mph (49 ods) in Exposure B. and !foes not exceed 90
Quadruple 111-11 PcrforaP,d Sollit
mph (40 mM,) in Exposuro C or 85 mph (37 m/s) in Exposure
3.0 DESCRIPTION
D. Fur applications In excess oftho prescriptive requirements,
Kaycan PVC Siding is hotizonuil and vortical lap siding and
thu doslgn must be in accordance with IRC Section
so I s olunufacturcd front tlgid polyvinyl chloride (PVC)
8301.2.1.1.
� �i
co running to the toquitenwnte of As rtvl D 3079. *rho siding
For uppliculiuns in excess of the prescriptive requ:remerts,
Is u�ud as an exterior wall Covering uver solid sheathing antl
the Kaycan PVC Siding has on allowable negative wired lead
us soli!. Thu siding flan a plain- or woocbyrain texture and is
of 70 pat (3352 Pa) (44 psf (2107 Pa) under tho UBC] when
uvtnlabla In various coeurs with matching trio!, conrols, and
attached to a codo-cornplying, minimum (10
starter ships. The parrots are a minimum of 0.040 inch (I frim)
nim), structural -rated OSB sheathing. The silting shall be
thick. Lengths range from -10 to 12.5 feet (3048 to 3810 ern).
attached with 1'/r -inch -long (38 mm), % inr-h-diameler.hhad
Panels are formed with an upper edge having hili] slots and a
(10 mm), '1g, Inch-dlafineler-shank (3 film), corrosion -resistant
!ower edgo that hooks Into the tipper edge oflhe lower course.
roofing nails spaced 6 inches (152 mm) on cantor. Tho
The siding is produced in difforent profilos as described in
structural sheathing and framing to which the siding is
Table 1 of this report.
attached are outside the scope of this report.
r(e Flr 1 tiF�. 1 I. J y. /r-' - y r nifmmn1vF J fly rt I. our- Thy, ru b, amum,c! y.
I e711 1 , fid "'r," - A - j--- A- -v i,ay by lcCt 1 nu, S< at.m..
err y/ h,.,-nrl , n,w h vi, ir'a r,- „s ru <u,Yp l,, ...... IL3r,enr,,n
Capyrlgh!:S zoos �Pugu 1 ul2
Fax 717.846.-Q35i-
22 January 2009
In confrarnauce with Role 91" =72.110. F.A,C, "Criteria fine Certification of
Independence", 1 offer the fultowirl& I am it regicstered professional engineom in the suite.
Of Florida with llcalise uunlber 19.154. [work in a two pr.r.;on consultini; 3lruc;tlu81
gitTe,ting firin. "HR Engineerbig, h)c.' of which I ant the majority owner,
In my work perfilrtning a,n evaluatiQlt, I du nut have, nor will I acquire. 1 iuuain;Ial
interest in any company manufacturing or distf ibuting products for which (hr, fcpolrt.s are
being issued.
in my work pH11olining an evaluation, I do not have, nor will I flcquile. I filnlackil
interest in any other /shiny involved in the approval process of the product.
I trust that this is aJfftolout for the Florida l uildmg CUOU C 011THIssion's requircrue ifs. if
thclre nie any,yuestions obout this Certification of indepQndcnce, or if anything additional
is requited, please advise file.
Sincerely Your,:
ffR F.ngineerig5" Inc.
UC� 4..
Allen NP Reaves, P -R.
Chief I?ogineer
ANRV arlr
Cc: ASioelated \17CerGlls, L•LC
090/0005
Installing soffit and fascia
Installing fascia
1. Install an undersill trim at the top of the fascia board.
2. Meoeure distance from the bottom of the F -channel to the top of the undofsill trine,
and then subtracl TIC for dealuuce. Cul panel to width.
3. Perforate the cut edge using cusp lock punch approximately every 8", ensuring the
"tab, faro outward.
4, Hook the log of the fascia panel over the F channel, and snap the tabs into the
urider sill brim. If soffit is not belr',g installed, hook the fascia directly over the
fascia board.
An ittemative to snap -lock punch attachment is to glide the top of the fascia behind
metal drip edge.
Overlapping fascia
1. Overlap fascia by culling the bottnrn edge of the underlaying panel, !eaving
a 1 112" tab to be inserted into overlapping panel.
2.Ovcrlap 3/4" (halt lhu dislarrw of To, notch).
Capping fascia
to maku cooler caps, cul a piece of vinyl fascia that is 5 112" long.
1. Mark the vertical centerline on (ho back of Iho piece.
2. Cut a 90' section of the bottom flange from the center, (caving a
45 alvle on either sde
3. Use a hand 6earner or Metal straightedge to fold fascla piece
along vertical centerline to make a right-angled Corner.
4. Using a snap -lock punch, make
labs last below the to ed<a of the
01',dcrlir dorm
cut inda
n
seal
minus 111'
112, Fcha-I
Fascia inslallalion
i &'4'vS�nrltrp.
I"
notch
Fascia overlapping
corner cap, making sore that tabs
I�
LENGTH
I t1 �
t�� ✓ d'Ylg t q - ,
face outward. Install corner cap by
t;D,V
Uoubla •t i-11 Hur zuiisl Dutch Lap
12'- G"
•
locking the bottom over file existing
r1A
r 1
�
Q it r
F -channel and snapping the top
1
snap-fo k punch
D -e v ;
� en calI
"Al
edge into the undersill trim
ch J
eaJaL
1 I tin
Nc puri
rx,4ar�r jr"++4f§
Ovcon Park I3cvc1
Double 4.5 inch Horizontal
12'- 0'
corner cap, making sore that tabs
I�
LENGTH
I t1 �
t�� ✓ d'Ylg t q - ,
face outward. Install corner cap by
D.4 Avana
Uoubla •t i-11 Hur zuiisl Dutch Lap
12'- G"
•
locking the bottom over file existing
12'. G"
U-5 Cmdesaa
Q it r
F -channel and snapping the top
Double 5 Inch Horizootal Dutch Lap
Certification of Independence for Evaluation
D -e v ;
� en calI
Faacla capping
edge into the undersill trim
tilt ' rtv
Double 4.5 inch Horizontat
Nc puri
rx,4ar�r jr"++4f§
Ovcon Park I3cvc1
F� 4j t �
KAYCAAf "
ESR -1405 1 Moot 1,141dolyAccepted and rtustod
Wind rosistance of tho soffit panels is outside the scope of
tills report.
5.0 CONDITIONS OF USE
Tho Kaycan PVC s tiling described in this report complies with,
or is a suilable alternative to what is specified In, those codes
listed in Section 1.0 of this report, subject to the following
conditions:
5.1 'lire siding is limited to installations on buildings of Type
V -B (IBC), Type 5B (BNBC), Type VI (SBC), and Type
V -N (UBC) construction, and to construction permitted
by the IRO, as applicable.
5.2 'rho oxtetior walls shall be braccul or sheathed to resist
racking loads with approved materials In accordance
with of he applicahlo rode.
5.3 The siding shall be installed only on extoller walls over
solid sheathing capablo of resisting design wind
prossurus built positive and negative, The sheathing
shall be covered with a water -resistive bmrler, as
mqubed by the applicable codo.
Paye 2 of 2
5.4 The siding is manufactured in Foulard, Vermont, under
a quality control program with inspections by
Architectural Tooting Inc. (AA -676).
0.0 EVIDENCE SUBMITTED
6.1 Manufacturers published Installation instructions.
6.2 Data in accordance with the ICC -ES Evaluation
GUldeline for Vinyl siding (AC37), dated October 2008,
6.3 Ouality documentation in accordance with tho
Acceptance Criteria for Quality Documentation (AC IU).
7.0 IDENTIFICATION
The Kaycan PVC Siding described in this report shall be
Identified by a sciurp bearing the Kayran Ltd, name and/or
tradornark, the product typo, lire statement "Conforms to
AS rM specification L)3679," the statomcnt"Confurrns to IJB(,
Standard 14.2', the name of tho inspection agency
(Architect -nal Testing, )nc.), and the evaluation report number
(ESR -1,195).
TABLE 1-KAYCAN PVC 51DING
MODEL
PROFILE - -
LENGTH
Dowd & Balla,
S!nnle I Inch Vediall
10' - 0"
D.4 Avana
Uoubla •t i-11 Hur zuiisl Dutch Lap
12'- G"
U-4 Marquis
Double 4lnch Hu, zuntul
12'. G"
U-5 Cmdesaa
Double 5 inch Harizontul
D 5 Elegancu
Double 5 Inch Horizootal Dutch Lap
Certification of Independence for Evaluation
D -e v ;
� en calI
Douu e �� Ir ch Vertical
'1
10' - 0"
Lewiston
Double 4.5 inch Horizontat
Nc puri
Single G'/, Inch Horizo,atal
Ovcon Park I3cvc1
Double 4.5 inch Horizontal
12'- 0'
octan Park Cove
Duuble 4.5 inch Horizontal
Platinum Series D-4
Duuule 4 inch Horizontal
12'- 5"
Plaunun, Sories D-4 Dutch Lap
Double 4 111111 HeIr-tal Dutch Lap
-
121-61,
es
Patinum Son -l.'3
Tr'ple 3 inch Honzonwl
12'-0'
Preva
Double'i.5 Inch 1 Inriumtal
12'- 0"
8larra
Double 4.13 Horizontal
12 0"
T-3 Classic
_
Dipla 3 inch Horizontal UuP_h Lap
12'- 0"
T-3 Horizontal _
Triple 3 inch Horizontal
1'?' - 0"
Vented a"
-
Double 41nch Perforated Soul
0
17enb1d 10"
Double,5 inch Perforated Soffit
_CD
Solid 10"
Double 5 ind, Solid Soffit
12' - 0"
Center Vented 12"1: oW 12"
Triple 4 inch Partially Perrofated Soffit
- 12'- e"
Vented 16,
Quadruple 111-11 PcrforaP,d Sollit
Li.
Solid 16'
Quadruple 4 inch Sclld Sort
t2-' • U"
27
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SERVICE, INC.
O
Evatuare • Inform • Proroa
I,- Anedca hwinea/Regran.v Office • 5160 Wnrkfnan Rill Rend • Whinier. CAW601 A
(562) 6920541 phone • (562) 695.1694 fax
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Certification of Independence for Evaluation
>��
(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire,
`-r►'
a financial interest in any company manufacturing or distributing products for which
evaluations are issued.
N
(2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company
n
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.
(3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
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(4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
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SERVICE, INC.
ICC EVALUATION
Evatuare • Inform • Proroa
I,- Anedca hwinea/Regran.v Office • 5160 Wnrkfnan Rill Rend • Whinier. CAW601 A
(562) 6920541 phone • (562) 695.1694 fax
Certification of Independence for Evaluation
ICC Evaluation Service, Inc.
(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire,
`-r►'
a financial interest in any company manufacturing or distributing products for which
evaluations are issued.
(2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company
manufacturing or distributing products it evaluates.
(3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
wmpany manufacturing or distributing products for which reports are being issued,
(4) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
0
other entity involved in the approval process of the product -0
n Nosse - President
IGC Evaluation Service, Inc.
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Bu,lnn„n.,onal place • 5360 W,ran„n M II P.++J. `uh,u., C -14,,n >Noel • (361) 5994513
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•a �t }Nroduof Approval
\II ! Ubtlt: it UCL:ar
L_LI--.-PP. 'al Fico- F .4 +. I.I. it _)__oat h • ?Iyl:,air E:L a Avv'-t;,,, Nt.l
FL d
FL6184-R1
Applica Elon Type
Revision
Cade Version
2007
Applintion Status
Approved
Comments
FL53 U4 R3 If !rlST 51�4_l.ud!
Archived
E,',
Product Manufacturer PlaStpre Inc. / Nanya Plastics Corp.
Add, es/Phone/Enlall 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440)969-9777 Ext 16
renoconnell Clpiastprohlc.com
Authorized Signature Ran O'ronllal
f�plas[Vroinccam
ronoconnoll
technical Representative
Address/Phone/Enlall
Quality ASsurince Rapresantativu
Add,a5s/Phone/Enlall
Category
Exterior Users
-
6184.1_a. Dlstlnctlon Sarlas
Subcategory
Swinging Exleior Door Asse... Elles
Fiberglas, Door
Compliance Method
Evaluation Repent from a Florida Registered Architect
or a Licensed
FL53 U4 R3 If !rlST 51�4_l.ud!
Florida Profcsslonnl Engineer
Verifed By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant- Yes
i,3 Evaluation Report- HarJcupy Received
N/A n
0.31 n Pr033111 .. I/
V
Florlda Engineer or Architect Name who developed
Lyndon F. Schmidt
F M1 R A. EVA_6 &1.1.Jf
1618 l .. F. _ _ ._3___. V._.
Iia E'valuatlon Keport
Craatad by Independent rhird party: Yes
Inmdu,t part culors...
Florida LICehea
PE -43409
Up to 3'0 x G'O Opaque FlUergla5s Single Door with Sidelite
Quality Assurance Entity
National Accreditation and ManiijoHant Institute
Approvad for use in HVHZ: fila
Quality Ascus",a Courts act Explratian Date
12/31/2012
s all.n.l. Instruction.
n t
Validated By
Ryan J. King, D.E.
Approved for use outside IIVIIZ: Yes
Verified By: Lyndon F. Schmidt, P.E. ,13409
+. Validation Checklist - Hurdcepy Received
Created by IHd.Pandant IIn, d Party: Yes
Certificdle or Gldependenc.
FI -G384 ill -CQg CERT OF INDEPENDENCE, put.
ur Ratings, an
Ott t. �' Irl t 6101 2 for Design Prc a
1 r: ScL g 0 Y
Refarenced Standard and Your (of Standard)
staud.nd
11t.U.
product partcul .s. ( "Sae Galardi Nato 3 sheet 1 of
101/1.5. 2
1997
I
`I Install _d Jtlllz 1lt�O
s OXXO The Sidelite V azin5ldelite 9
101/1.5.2/NAFS
2002
5184.3 C. Ulstint loo Series
ASIMFIII86/E1996
2002
(XO or OX) The Sidelite Glazing Installed Utilizing the Lip
ASTM E330
'_IOU-,
Limits of Usc
TAS 201, 202, 203
1994
EIr l=_nce of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Uat. Submitted IV/UJ/2(),)U
Data Validated 10/06/2008
Late P'Honig FBC Approval 10/1r1/2003
Date Approved 12/SU/2003
Summary of Product3
FL 17Fl octet, Nuiiibe, u: Nam.
J
Do,.uipton
-
6184.1_a. Dlstlnctlon Sarlas
Up to 3'U x G U Opaque Singly (X) Inswing or Oc ing
Appr._it fur use outside HVHZ: Yes
Fiberglas, Door
Limits of Use
Installation Instructions
Approved for u.e in HVHZ: Nv
FL53 U4 R3 If !rlST 51�4_l.ud!
Approved fm use outside HVHZ: You
Verifed By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant- Yes
Created by Independent Third Party: Yes
N/A n
0.31 n Pr033111 .. I/
V
Ev Sl at rRe... to
1
Other: Sea ID15f 618-1.1 fur Design Pressure Ratings, nn
9, Y
F M1 R A. EVA_6 &1.1.Jf
1618 l .. F. _ _ ._3___. V._.
additional use IlrnRatlons, In Stallaton instructions and
Craatad by Independent rhird party: Yes
Inmdu,t part culors...
Up to 60 x 6'3 Opaque, Double (XX) Olsw :j m Outswing
I id4.2 b. Distinction Series
Up to 3'0 x G'O Opaque FlUergla5s Single Door with Sidelite
Limits of Use
Snap
r "Inc Sidelite Glazing Installed Utilizing the �
XO 0 OX D
9 J
Approvad for use in HVHZ: fila
Fra _.____._
______._.�._. ______--_—____._-_._.-�_-I
. us
Limltc f
s all.n.l. Instruction.
n t
esu in Ho
App rovad for VHZ: f!
_
FL@104 9j if IN ;T 61942 _Eadf
Approved for use outside IIVIIZ: Yes
Verified By: Lyndon F. Schmidt, P.E. ,13409
impact R-statlt: Yes
Created by IHd.Pandant IIn, d Party: Yes
N A
Ocsl n ire /
0
Evaluation Re Purls
1
ur Ratings, an
Ott t. �' Irl t 6101 2 for Design Prc a
1 r: ScL g 0 Y
1 I nE EVAL G e4.p. p
'l 174 RI 1
t.L. - 1_41
odd ti. ITI n•. 't l ui : i I l' Ilvllen t rt ons n uJ
CrLaud by Inuepnl fruit'Third )'arty Yu,
product partcul .s. ( "Sae Galardi Nato 3 sheet 1 of
Accepted Cnglneering Practice
Drawing No. FI. -6184.2 regarding pratectom." )
I
`I Install _d Jtlllz 1lt�O
s OXXO The Sidelite V azin5ldelite 9
_Idelite
_
_
2002
5184.3 C. Ulstint loo Series
Up to 3'0 x 613 Opaque ribergia55 Single Door with Sidelite
-Snap
Installation Instruct ns
(XO or OX) The Sidelite Glazing Installed Utilizing the Lip
FLG384 Rl 11 IN_. T 134.7 adf
Lite Screw Frame.
Limits of Usc
Installation Instructions
Approved for ux in HVHZ: NO
FLG 1Qj_$INST 6t843.pdf
Approved for use outside HVHZ: Yui
Verified By: Lyndon F. Schmidt, V.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Report.
Other: See IfI'I 6184.3 fol' Ueslgn Pressure Ratings, any
FLG10,I_[; {_AE EVAL 6104.3.Ud1
additionaiu Ili 1R trot. installation instruction, and
Created b Inde endo tt Third Party: 'fes
Y P Y
"Satz General Note 3 sheet 1 of
product particular-,. (-Satz
6134,3 ion Series
Um'wi ng No. FL -6184.3 regarding ,id ehte protection ")
impact Resistant: No
_ __ _.______
__..1_
G134.4 d. Distinction Series
Up to 3'0 x G'0 Opaque Fiberglass Single Door with
t t tII tion In t nCtl IIs
Sld (UXO) the Sidelite Glazing Installed Utilizing the
F1.6184 R1 II lfl ,LRl8.1.8.paf
titles
Snap Fra,ne' _ _.
Limit: of U
Instructions
Approved for use in IIVIIZ: NO
FL610- R1 11 1NSr G18:{.4:adf
Approved for use outside HVHZ: Yes
Approved
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent TH rd Party: Yes
ss r . NIA
Dae, n Pre u /
g
Evaluate on Rep.,t.
other: see 1Plsi of anY
reRatings,
8 t. i for Design Pressure�
9
FLG184 Rl F,E E VAL'134.4,df
_
^ Installation and
adddwnal u I �tatlon5, a .[a tat u
flit Party:Yes
' Created Independent third
Cre a
Y
I, parhndars. ('•See General Note 3 sheet 1 0l
Im act Resistant : No
n
Drawing y No, PL -63U4.4 regarding sidallte protectivn*") YWY
_
Design Pressure: f) A
9
6134.5
:. Ul.. tinction Series
Up to 3'0 x 6'3 Opaque Fiberglass Single Door with
additional use limitations, Instillation Instructions and
ELOIl3}_KI AC EVAL 8838 4.odf
sldelites (OXO) The Sldellte Glazing Installed Utilizing the
_--`-_
___-_-
LIP L to Screw Frame. -_-_--_
Limit. of Usc
Installation Instructions
Approved foruse in IIVHZ: No
FL6184 Rl If j,ga U4 S.odf
Appr._it fur use outside HVHZ: Yes
Val hed By: Lyndon F. SChnlldt, P.E. 43409
Ingo. et Resistant: Yes
Created by Independent Third Party: Yes
Design Precsm c: fl/A
Eval, lion Reports
Other: See INST 6184.5 for Design Pluo'Ulo- Ratings, any
FL6184 R) AF_EVAL 613-4.5.10
additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
pr educt pdrtjc HI r . (^ "See Genual Note 3 sheet 1 of
111 Industrial Drive
Drawing No FL 6134.5 regarding Sidelite p otectict. -)
Edgerton, OH 43517
Via Evaluation Report
(•119) 298-1740
6184.6 f Dlst net an
Up to 60 x 6'3 Opaque, Double (XX) Olsw :j m Outswing
__
Fiberglass Door
Limits of Use
Installation Instruction,
Approvad for use in HVHZ: fila
FL6I UA. 1(2 II 'NST 6114.E:Udf
Approvad for use outside HVHZ: Yes
Verified By: Lyndon F. sch, dt, P.E. 43409
Impact Resistant: Yes
Created by independent Third Party' Yes
Desi n Pi essure:N/A
9
E valuation Reports
P
�I n Pressure Ratings, an
If 6184 G for De,
other: See I 9 , Y
9
r f t
T518•i R1 EVAL ,1a4 p , df
F AE
- ns and
additional u e Ilan t bans Installation instructions
('- Independent Jent 7111rd Party;Yes
_l sated b Y P
roduc- aril alar
p P
Referenced Standard and Year (of Standard)
.. -_.... -.. . _. _
61'14.7
__ ..... ._.___,-.,.
y . Uistrnction Series
-- ._-------'-.--_.------
- Double Door wltil
6 0 x 5'8 opaque Fiber glass Do
Up tog
Accepted Cnglneering Practice
2007
I
`I Install _d Jtlllz 1lt�O
s OXXO The Sidelite V azin5ldelite 9
ASTM E1300
2002
Frame _ _I
J ,,.
Limits of U.e
-Snap
Installation Instruct ns
Approved for use In HVHZ: Na
FLG384 Rl 11 IN_. T 134.7 adf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Tf h I Party: Ye=
Created by Independer t i 1 y
Design Pressure: N/A
Evaluation Reports
Other, See It ST 6184.7 for Design Pr assure Ratings, any
EL6IU4 Ki AE EVAL 5184-_7 adf
addl[l0 nal use llmhations, installatlorl Instructions and
Created by Independent Third Patty: Yes
product pa mculars. (r'See G=_neral Note 3 sheet 1 oI
mnfguratmns up to 3'4 In height)
Dmwiny No. FL -6184.7 regarding sideliLe pr.tertlon` 1)
Installation Instructions
-
__ __
_._._.711--l-I
_—__. - __ _ -
6134,3 ion Series
Up to G'u x G'O Opaque Fiberglass Double Door with
impact Resistant: No
SIdolltcs (OXXO) The SWelih Glazing h1.5talled thin zing Lhe
__..1_
Llp Lite Scrow Frame.
- —_-
_.
Limits of Us.
t t tII tion In t nCtl IIs
Approved for ... in HVHZ: No
F1.6184 R1 II lfl ,LRl8.1.8.paf
Approved far use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact RuSi5tall l Yes
Created by Independent ThIYd Patty Yes
Dcslgn Pressure: fl/A
Evaluation Reports
Other: See INST 6104.6 for Design Pressure Rating5, any
FLG384 Rl AlrEVAI- 6184.8.odf
addi donut use lindta Lions, In5tallatihn instructlono and
Created by Independent Third Party: Yes
product particulars. ("r5ee General Note 3 sheet 1 of
Installation Instructions
Drawl ng No. FI -6184.3 regarding shchle, protection" -I)
fLG tis 8838 �l.udf
r33@1iL3L1�Z
eJck n
•-AAI.......
giup rrmcnt ofCar „uty AH.xir
Flurkl, nnunng Code -fax
codes and st�ndb,da
56_t,.,nmd Oak _acxc d
r,r,hee, rhrNa32399-2100
d 50)4-1,324. Fax rasp) 41 6JJ:
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star: a ra•L I P,le Wrc I PGC mann t E -IS slta Map brks a-ach I
✓6J�I�I ProducI Approval
).>`EIt:
UCL,Ilerlo 1._)g i, I1-reJscraeon i riot reps I SI..,, t^rderyeI
;•i 4Vlx l: ,Ler
6si
A4"-, ,Fava rl at4u -Cid, ,I„,, :L•.11,sr-E �tlaAvPIi,,Uun LwtaJ
FL d
FL -8838 R1
Application Type
Revision
Code Version
2007
Application SLaLus
Approved
Comments
UCL,Ilerlo 1._)g i, I1-reJscraeon i riot reps I SI..,, t^rderyeI
Archived
6si
Product Planufacturcr
Tire ... a -T.0 Corpul.G.0
Address/Phone/Finail
111 Industrial Drive
Weddell W. Raney
Edgerton, OH 43517
Via Evaluation Report
(•119) 298-1740
Design Prc s PIA
9
sjaspersvn@tttechnvlogi=_s.us
Authorized Signature
Steve Jaspers-
Quality Assurance Entity
5ja5Per5on69ttt=_chnolo9ies.us
'a Clinical Representative
Address/Phone/Email
Quality Assurance Representative
Addrass/Phone/Email
Category
ExteriorDoors
Description^
Subcategory
Swinging 'exterior Door Assemblies
On[Saving lnsulated Opaque Fiberglass Doors with and
Compliance Method
Evaluation Report from a Florida Registered Architect
or a Licensed
UCL,Ilerlo 1._)g i, I1-reJscraeon i riot reps I SI..,, t^rderyeI
Florida Professional Engineer
conflguiatlons up to 60 In height)
Limits of Use
R?. Evaluation Report - Hardwpy Received
Approved for use in HVHZ: Yes
Florida Englneer or Architect flame who developed
Weddell W. Raney
'Verified By: Wendell W. Haney, P.E, 541 50
Via Evaluation Report
Created UY Iode e de t Third Party:Yes
Design Prc s PIA
9
Florida License
PE -5.1158
_ d4-00.04. df
FLU03a KI AL E Q �..-_...— P _
Quality Assurance Entity
national Accreditation and Management hutltute
product particulars, (Note - ASTM E1300.02 utilized for
Quality Ar.E-111ce Contract Exaltation Data
12/31/2011
101/I.S.2 1997
Validated By
L.F. Schmidt, P.E.
id' Smooth'ntar
0030.2 U.'FlberClass /
Fi r lass Doors with and
In-, Ing Insulated U a ue be
9 P q 9
-'+”, Validation Checklist - Hardcopy Received
without Sidclitas - (X, XO cur O;<, OXO, XX and OXXO
Certificate of Indepelide,ree
FI 8338 Rl COI CERT OF INDEPENDENCE. Put
Limits of Use
Referenced Standard and Year (of Standard)
.standard
13WL
A 1 for use outside HVHZ: Yes
II
Accepted Cnglneering Practice
2007
treated b Independent Third Party: Yes
YY
ASTM E1300
2002
Other: as )NST 8078.2 for Desi n Pressure Rutin am
9 g, 1
ASTM E1300
2004
- H. of
FLC83U KI AE 'VA I
-5..,_(g1.!__L._.
At; 2UZ
1994
Equlvalence of Product Standards
CerdBed By
Sections ham the Code
Product Approval Method Method 1 Option D
Date Submitted uG/24/2Uu3
Data validated 07/12/2003
Date Pending FBC Approval 07/18/2003
Date Approved 09/15/2001
9ununaly of Products
FL it
Model, NunlUer or Nanta _.._.-
Description^
UU38.1_ _
a.' FiberClassic" / "Smooth5t I
On[Saving lnsulated Opaque Fiberglass Doors with and
,�.'�" [F" .NL^. �4�47uuQLai uiLrrlrmiif7,u�.,..ktJ?
Florida Professional Engineer
without 3 dollies - (X, XO ul OX, OXO, XX and OXXO
UCL,Ilerlo 1._)g i, I1-reJscraeon i riot reps I SI..,, t^rderyeI
stas&ra^csi Fvdicatensi
conflguiatlons up to 60 In height)
Limits of Use
Installation Instructions__
Approved for use in HVHZ: Yes
FL8833 RI II IN51i3U 1_U.1.Udf
Approved for use outside HVHZ: Yes
'Verified By: Wendell W. Haney, P.E, 541 50
- -
Iv LH ut t PIG
Created UY Iode e de t Third Party:Yes
Design Prc s PIA
9
Evaluation Reports
' I ore Rahn s an
Other; as INsr 8036 1 for Design Press Ratings, y
_ d4-00.04. df
FLU03a KI AL E Q �..-_...— P _
uddill.nal u.0 lin itat any, installation Instructions and
FL3838 Rl Al] EVAL d&9_8,ldl
product particulars, (Note - ASTM E1300.02 utilized for
Created by Independent Third Patty: Yes
areas inside the HVHZ
101/I.S.2 1997
CC .... manl i
TAS 202 1994
id' Smooth'ntar
0030.2 U.'FlberClass /
Fi r lass Doors with and
In-, Ing Insulated U a ue be
9 P q 9
UL
without Sidclitas - (X, XO cur O;<, OXO, XX and OXXO
Product Manufacturer
confi '
configurations u
g P to 60 In height)
)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yea
FLci t1';O R1 II )NST 8833.2.p t
I
A 1 for use outside HVHZ: Yes
II
VerifieY Y , d B : Wendell W. HaneyP.E. 54156
lin <t ft utast. Plo
P
treated b Independent Third Party: Yes
YY
Design Prc s c: N A
Evaluation Rc arts
p
1
Other: as )NST 8078.2 for Desi n Pressure Rutin am
9 g, 1
t tl AE Er -E84-00 J4. df
FLasJU i � E_
additional use Inlilatiuns, installation In.tructi ons and
- H. of
FLC83U KI AE 'VA I
-5..,_(g1.!__L._.
product particulars. (Nate - ASTt4 E1300-02 utilized for
__
Created by Independent Third Party: Yes
areas inside the HVHZ
ASTTI E330
-- ----c
--.------
. 'FE -Classic' /"SnoollSta"
9 Insulated Opaque Fiberglass Doors With and8838.3
Outswin
Authorized Signature
Scott Hamilton
lvl[hout Sldelites - (X, XO or UX, OXO, XX and OXXO
199.1
shamiltom;ydopay.com
mnfguratmns up to 3'4 In height)
Unfit. of Uso
Installation Instructions
Approved for use in HVHZ: Yes
1;'_11038Rl fI INST 8838 3 adf
Approved for use outside HVHZ: Yes
Verified By: Wendell W. Haney, P.E. 54158
impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: rl A
Evaluation ReP ort.
' n Pressure Rutin s am
Other. 5e=_ INST 8330.3 for Dealg regs, /
gin- df
FL883C R.1 AE _. E3400 -04.p
additional use IiHHIatlOH5, In stall a[loll Instructions and
FL8838 Rl AE EVAL 8833.3.adf
proddct particulars. (Note - ASTM E1300-02 utilized far
Created by Independent Third Party: Yes
areas Inside the ----- __-J
-1
-. _.
_. — —I
8838.4 d. FiberClassic' / SnwathSGi r'
Inswing lnsulated Opaq ie Flbarglass Hon's with and
Milestone Series 1000 511 Alnnlnum Non•frnpact Window
without Sldelites - (X, XU or OX, OXO, XX and OXXO
with St l- ill
t S
anfiy.11H.ns up Lo 8 0 III height)
Limits of Usc
Installation Instructions
para
Approved for use in HVHZ: Yes
fLG tis 8838 �l.udf
r33@1iL3L1�Z
Approved for use outside HVHZ: Yes
Verified by: Wendell W, Haney, P.E. 5415U
Im act Resistant : No
n
Created b independent Third Party: Yes
Y V ✓
Design Pressure: f) A
9
Evaluation Reports
V
Other: See )NST 0838.4 fol Des q t Pressure Ratings, any
FL8 3N P, t AE EO-E84-00-04.ndf
additional use limitations, Instillation Instructions and
ELOIl3}_KI AC EVAL 8838 4.odf
ruduct aI tCUldrs, Nate - ASTIM E1300 -U2 utilized fol
P P (
Created by hldep?ndent Ill Party: Yes
areas Inside the HVHZ) _,_..___.-_— -_
—..._.____._—__._-.,._.___.-_-_._..- I
duck Ncxt
_
�6L'1 r11r JICIh?1V=I(� w7l 1Vft d;fl!^.- t F(_r f 111;'-�.
^T .. I„ i_ .?=its
= ;t • 3.... .dL.w.-...:'E::::k
lFrt'.'r::..;
Exterior Doors
t - ,."-all :-
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c•r
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t '
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IIf�t1ElwLu�lf4�lr
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Compllance Method
mm,,. -.m atnr. „IM -1111
g l
T
.,f�lll ....,.-_..,,ati'. u �r,.tlYr
-
,�.'�" [F" .NL^. �4�47uuQLai uiLrrlrmiif7,u�.,..ktJ?
Florida Professional Engineer
�_�avdc„)v1::.,.H:i!i(ciao%.1:ru',1)Jn.,i,W4bLry,tr6il
UCL,Ilerlo 1._)g i, I1-reJscraeon i riot reps I SI..,, t^rderyeI
stas&ra^csi Fvdicatensi
rat S•taif( Li glut Map tl,, ':ua:J,I
,a4I-Product Approval
USER: FGU1.U,r
o:, t^- )urge • .cat: AFacts E .uGwtu
Florida License
14UdL6LAVaUaiit7 .PJ:1•lv_L_,,C'I,. -r,h --1 aloe
L,L>ApVhcation Dela
National Accreditation and Management Institute
FL S
FL12441
Valldatcd By
Application Type
new
.i?' Validation Checklist -Hardcopy Received
Code Version
2UU7
Rufaranced Standard and Year (of 5tandard)
Application Status
Approved
101/I.S.2 1997
CC .... manl i
TAS 202 1994
Cod. Version
Archived
UL
Application Status
Product Manufacturer
Tnarnn-Tru Comm -Liam
Comments
Address/Phone/Email
113 Industrial Drive
Archived
c"i"i
Edgerton, ON 43517
Product Manufacturer
Clupuy Building Products Company
(419) 29a-17.10
Address/Phone/Ern ail
8565 Duke Blvd.
s)aspersonCltttecilnologles.us
Authorized Signature
Vlvhm Wright
ANSI/DASMA 108
2002
rokw("nvbidgconsuitents Poen
TechnicalRepresentative
Address/Phone/Entad
Quality Assurance Representative
Address/Phone/Email
category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compllance Method
Evaluation Report from a Florida Registered Architect or a Lkensed
ii IV` „ 7
erar—
Florida Professional Engineer
1� J .ItL I. af!I
p Evaluation Report - Hardcopy Received
Florida En gir eer or Architect Name who developed
Lyndon F. Schmidt, P.E.
the Evaluatlon Report
o:, t^- )urge • .cat: AFacts E .uGwtu
Florida License
PE -43409
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2011
Valldatcd By
Ryan J. King, P.E.
PE -63286
.i?' Validation Checklist -Hardcopy Received
Corh(icate of Independence
FL12441 R9 COI CERTIFICATE OF IfIUEPENUENCS. p(_df
Rufaranced Standard and Year (of 5tandard)
S.tRmfard Year
05/21/2023
101/I.S.2 1997
Revision
TAS 202 1994
Frinivolwae or Product Standards
Certified by
Sections from the Code
ILEIIIIL^x 1 tdK IT1I'TL 11"i I::t
r3 tr rl 1 t rr
�+
Exterior' Doors
I(�I�'AI��1�� mm �1.tt
9 I t a
2 1 rjI_i
I) at)
it `$
x
Sectional Exterior Door Assemblies
,�.Y r 1
l �^
Y I r �[!1 . (
��,
ii IV` „ 7
erar—
Evaluation Report from a Florida Registered Architect
1� J .ItL I. af!I
!'> 1 alt E `:' tm)k'_ 'ru_ n_minn I"ir"r ! J4[.:i )rg111'%'t,r,
Florida Professional Engineer
n y , /„;, .:lr,.
;da,.e, xrLe).xJ.. ?,m J
ECIS Fe�t,a Los a, : U_crcy,U_-Lur 1 Iluc Tlu,, -
o:, t^- )urge • .cat: AFacts E .uGwtu
:: 1 -nt: M,t 1 rats.',, l•I:p I L k:, s:ldl '
,la
Scott Hamilton
Steal Pan min. 25 a. 510 le -Car u to 9'U"' wide
( g ) 9 ( P )
Approval
WIN DCODEiL W6 Garage Door
__ _._..._ __ 6RST
.................._. _. _.
1V13USER: eouc 1_1
PE -63286
Installation Instructions
rrlo,iGMA ,P,JLM ,'Axl:.._� , A^:1., I:•.1 '+ AvOicatall DtWdl
Intertak Testing Services NA Inc,- ETL/Warnork Hersey
FL U
FL5675-R2
05/21/2023
Application Type
Revision
Gary Phlehler
Cod. Version
2007
','l? Validation Checklist - Hardcopy Received
Application Status
Approved
F"1675 ft2 CU( _C rtiflkTOy,4-t1(-,.I,Ld}lt,Rd.,1{,r..,of,
Comments
f 112441 RO II Ifi _T 12441=..adf
Cory Pfuehl,r•gdr
Archived
c"i"i
F1_5675 R2 COI State fit..eu Ind,;tegitdojtSv....R.f..F:Lilililljg,!lg)1LLt'1-:
Product Manufacturer
Clupuy Building Products Company
ScattHarni lon"Pf f
Address/Phone/Ern ail
8565 Duke Blvd.
Standard
,Xce:
Masan, OH 45040
ANSI/DASMA 108
2002
(513)770-6062
ASTTI E330
2002
mw•esterfi eldtoclo pa y.ctim
TAS 2U1
Authorized Signature
Scott Hamilton
TAS 202
199.1
shamiltom;ydopay.com
TAS 203
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Exterior' Doors
Approved for use In HVHZ: No
Subcategory
Sectional Exterior Door Assemblies
Verified By: Mark Westerfield FL PE 4U495
Compliance Method
Evaluation Report from a Florida Registered Architect
or a Licensed
Evaluation Reports
Florida Professional Engineer
ELa67j, R) AF CBPC 081027-!'..adf
impact -resistant glazing are Imparct-resistant (large missile
P": Conkli tion Report - Hardcopy Received
rnpact)
,.__. _ _,_� ---.--
Florida Engineer or Architect Name who developed
Scott Hamilton
Steal Pan min. 25 a. 510 le -Car u to 9'U"' wide
( g ) 9 ( P )
the Evaluation Report
WIN DCODEiL W6 Garage Door
__ _._..._ __ 6RST
.................._. _. _.
Florida License
PE -63286
Installation Instructions
Quality As' m'ance Entity
Intertak Testing Services NA Inc,- ETL/Warnork Hersey
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
05/21/2023
Created by Independent Third Party: No
Validated By
Gary Phlehler
Other, The glazing available for this product meets the
EL5675 R2 AE 'BPC On1U277_A,prjf
','l? Validation Checklist - Hardcopy Received
Crewed-lty Independent Third Party Plo
Certificate or Independence
F"1675 ft2 CU( _C rtiflkTOy,4-t1(-,.I,Ld}lt,Rd.,1{,r..,of,
Villdalton _ Footy
f 112441 RO II Ifi _T 12441=..adf
Cory Pfuehl,r•gdr
.,..,, ... __. , .._ --11 _. .___"
5675.53 053 W6-16 PAN -2F153: 73, 75
F1_5675 R2 COI State fit..eu Ind,;tegitdojtSv....R.f..F:Lilililljg,!lg)1LLt'1-:
84A, 94, •i2, 48, 42B, 48B, 4RST
W NDLODEID We Garage Do., with Op -tonal Impact-
ScattHarni lon"Pf f
8_5Isla L Life,
Rel-uKed Standard and Year (of Standard)
Standard
,Xce:
l'. K 39 A-RaVl -
_.;_]L.L 3 . _e>xl191Lpdf
ANSI/DASMA 108
2002
-t
Im act Resistant: '!es
Imp
ASTTI E330
2002
Evaluauou R. arts
P
TAS 2U1
1994
resstant glazing are Import- resistant (large missile
TAS 202
199.1
Validated By
TAS 203
1994
Equivalence of Product Standards
Certifled By
Sections from the Code
Prndurt Approval f4ethod Method 1 Option D
Date Submitted 07/01/2009
Date Validated 07/02/2009
Date Pending FBC Approval 07/09/2009
Dote Applova,d 0 8/1112 0 0 9 .�.....
5675.24 11,31,511.
24 W.09 PAN -2F151: 84A, 94, Steel Pan (lith. 25 go.) Single -Car (up to 9'0" wide)
.3, 7 1500, 190, 76, 76V, 4RST, WINDCODEC� W5 Garage Dour
RST, 6RSF, 2RST, 48, 42, -- -
55 488 42B 555
Limits of Use Installation Inslructic-
I Approved for use in HVHZ: No fL5675 R2 II 502110-Raol4.ndY
App, for u outside HVHZ: Yes Verified B : Mark Westerfield FL PE •104'15
PP Y
Created 1
Impact Resistant: NIA tented b Inde a ideal T I rJ Party, No
/ P Y
P Y
Des it Pressure: 130 PSF/-32 PSF Evaluation Re tie to
1 /
0 P
rA la In s avarlabl f I^product _ __ 'e CBPC 081027-A.uJ(
Other: Al OPTIONAL L z e or this15675 R2 :.
9 9 F
n nJ nt Third Party: iso
meet the wind load re ulrement> of the FBC. Two types of Created b Inde e .
q /F Y P Y
Opt. , 1.32 n are ovailable: 1 Opt. h, action Mulded Lexan
P g 9 r () P )
Frame & Gla -ling that DOES sleet the Large missile Pnpact
ec Cyclic Pressure requirements for Wind-borne Debris
Reglons (INEDR) or (2) Opt. Frame & Glazing that DOES
NOT meet the InPaC[ resl.tant requirement for WBD
R. The
product w/o 91azIn9 DOES Comply with tile
Impact resstant
f A F
ner ____ n[ for WDDR re 3009 1 DC .
4 ( )
---.---------
5r75..25 -_ ---' 025 WS -16 PAN -2F153: 84A, 9.1, Steel Pau (min. 25 ga.) Doublo-Car (17' to 16'01'wide)
73 '/u 1500 190 70 76V 4RST WINDCODE(> 5Y5 Gara a oar
J U
9
435E 5R5T 6R5F 2R5T 40 42
_._._ 55, 43B, 42E, 55S _ _-__......
Limits of Use Installation Initnrctlons
Approved for Lt.. in IIVHZ: No F15675_F;1,_1I-1Qfk5L.3-REY 11,pstf
Approved for Use outside HVHZ: Yes Verified By: (•lark Wo,burfleld FL PE 48495
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: +30 PSF/-30 PSF Evaluation Repo, is
Othcr, All oPTIUNAL giazings available for this product FL5675 R2 AE CEP�OD 1027-A.udt
FBC. wind load r= Jlrenwnts of In= r6 . Two t -.sof Created b' Independent Third Pa •
meet the r nd I rt No
q /P / /
Opt. glazing are available: (1) Opt. Injection Molded Lexan
Frame G Glazing that DOES meet the Large Missile Impact
e, Cyclic Pressure requirements for V✓ind-borne Debris
r-
Re lops YlDDK or 2 Opt. . Frame & Statin that DOES
9
( ) P 9
"IS[ nt requirement for WBDR. The
NOT tire at ,lie in pact n(.S a
product W/o glazing DOES comply with the Impact resistant
requirement for WBDR (ref 1609.1.4 FBC).
__......... .....___-_ 7 7_ i I. 25 Old.) Sint -C3r u t to ^._^.
U 1 W6-09 PAN-2FI53. 3 75 Steel an fit a 90" wide
567 x.51 5 ( 1 ) J ( 1 )
04A, 94, 42, 40, 42B, 46B, 4RST, WINDCOD'EC) WO Garage Door with Optional Impact.
Resistant Lites
6RST
Limits of use
Instellntinn Instructions
Approved for use In HVHZ: No
FL5675 R_ I. 30.348-A-iEY1� PdI
Approved for u oul.ide HVHZ: Yes
Verified By: Mark Westerfield FL PE 4U495
Impact Resistant: Yes
L aced by Independent nand Party: Na
Design Pressure: +3U PSF/-42 PSF
Evaluation Reports
Other: Solid doors (nu glazing) or doors with optional
ELa67j, R) AF CBPC 081027-!'..adf
impact -resistant glazing are Imparct-resistant (large missile
Created by Independent Third Party: Nu
rnpact)
,.__. _ _,_� ---.--
FLl?441 RO If INST t7M1Af.l.ndf
u H W6.09 PAN -2F153: 7J 75
5675.52 5�
Steal Pan min. 25 a. 510 le -Car u to 9'U"' wide
( g ) 9 ( P )
__
04A, y}, 41, •i 3, 428, 488, 4RST,
WIN DCODEiL W6 Garage Door
__ _._..._ __ 6RST
.................._. _. _.
____ .-_,__.........,-_.._-..._..-...,.________'_
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL -5i'75 F2 II 101343-B-Ravl2.pdf
Approved for use outside HVHZ: Yes
Verified By: Mark Westerfield FL PE 43,195
Impact Resistant- No
Created by Independent Third Party: No
Design Pressure: 133 PSF/-42 PSF
Evaluation Rep.: is
Other, The glazing available for this product meets the
EL5675 R2 AE 'BPC On1U277_A,prjf
wind )vad requirements of the bulldmg code but DOLS flOT
Crewed-lty Independent Third Party Plo
meet the impact res stunt requirement for vdndborne
_________ _
Installation Instructions
debris regions.
f 112441 RO II Ifi _T 12441=..adf
------------_ _... ..._
.,..,, ... __. , .._ --11 _. .___"
5675.53 053 W6-16 PAN -2F153: 73, 75
Steel Pan (nil I Z5 ga) D.ubl C r (9'2" to 16'2” wide)
84A, 94, •i2, 48, 42B, 48B, 4RST
W NDLODEID We Garage Do., with Op -tonal Impact-
6RST
8_5Isla L Life,
' -,,
Li nuts of Use
Installation Instructions
A vad (o, a in IIVIIZ: NoO1
para
l'. K 39 A-RaVl -
_.;_]L.L 3 . _e>xl191Lpdf
A roved for use ou/sfde H VHZ: Ye_s
PP
Verified B : Mark W= rf eld F PE 40495
Y _ste i_ L
-t
Im act Resistant: '!es
Imp
T'
Created b Independent Third Party: No
I e e dent d
P Y
Desi n Pies r37 PSF 41 PSF
9
Evaluauou R. arts
P
Other: Sold doors nu la<in or doors with optional
( 9 9) V
FL5675 _R2 AE CBPC 070630�A.pJ(
resstant glazing are Import- resistant (large missile
Created by Independent Third Party: NOImpact
impact)
Validated By
567554
054 W6-16 VAN -217153: 73, 75,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2” vdda)
Quality Assm-mtce Contract Expiration Date
84A, 94, 42, 48, 42B, 48B, 4RST,
WINDCODE60 W6 Gdrdgu Dour
Design Pressure: x45/•45
6RST
Other: 1) H-LC45 53x8.3 (KCI CAR 279.125) 2)
Limt%of Use
Installation Instructions
Approved for u.e in HVHZ: No
1`1_5675A4 11 301559-B•K?v3Q- h9rt.Udt
A pprovied for use, outside HVHZ: You
Verified By: Mark Westerfield FL PE 48495
Impact Resistant: its
Created by Independent Third Party: No
Design Pressure: +37 PSF/-41 PSF
Evaluation Reports
Other: The glazing available far this product meets the
FL5G75 R2 AE_GgPC_Q9e63o _A,pdf
wind load req irements of the building code bud BOFS NOr
Created by Independent Third Party: flu
meet the Impact reolstant requirement for vandborne
FLl?441 RO If INST t7M1Af.l.ndf
debns reuions.
V=_rifled By: Lyndon f. Schmidt, P.E. 43409
Product App ruval Method Method 1 Option D
Date Submltt.d 04/17/2009
Date Validated 07/0a/2009
Date Pending FBC Approval 07/15/2009
Data Approved 08711/2009
Fl a
ubeor Name
I Model, Hmr
Description
12441.1
__._.__.____ --------
a, "Fl q,clauie, •Smooth5tar",
________.._-_.-_-____—_
TO X 0'8 Opaque Fliiuglass Single Door with Tran Wel
rovd�USLIt FULI<Uu
Lr,
"ClassicCraft" or "ClassicCraft
(D/X) - Inswing or Outswing
FL R
Rustic" Scrles
Application type
Limits of Use
Installation Iast, -times �T
Approved for use in HVHZ: Na
FLl?441 RO If INST t7M1Af.l.ndf
Approved for use outside HVHZ: Yes
V=_rifled By: Lyndon f. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Thi,'d Patty: Yes
Design Pressure: N/A
Evaluation Reports
Other: See fins! 12441.1 for Design Pressure Ratings,
FL12441 KO AE EVLAL 12441.1.odf
any addlfloral use limitations, blstallation instructions and
Created by Independent Third Party: Yes
product particulars.
_recited b Independent Third Part :
Created Y P Y
___ _,__ .,.--
.._. _.-_. _.-__-_. ___ __._..___
____._ _ -------- - - -1 __
12441.2 "FlberClassld', -SmaothStar',
3'01 X G'8 OpueaqFlb?r9ass 51ny1_ Door with Sldall[es and
[I�,�-asslcrraft" or "ClasSR-Craft
Transom (O/OXO) - Inswing or Outswing
stic_Series
Limits of US.
_________ _
Installation Instructions
Approved for use in I1VdZ: fdo
f 112441 RO II Ifi _T 12441=..adf
Approved for use outside HVHZ: Yes
Varilied By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
created by Independent Third Party: Yes
DeSlyn Pr.ssur.: N/A
Evaluation Repel is
Other: See INST 12441.2 for Design Pressure Ratings,
FL12441 RO AC EVAL-1-1441.-I fAf
any additional use lindtatlmrs, Installation Instructions and
Created by Indepandont Third Party: Yes
product particulars.
Verified By: Robert ). Alnoruso, P.E. FL PE No. 49752
laackt
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FL R
F1.9262 -RI
Application type
Affirmation
Code Version
2UU7
Application Status
Approved
Comments
Impact Rosfstanl: ria
Archived
NIP
Product Manufacturer
Florida Extruders International, Inc.
Address/Phone/Email
2540 Jewett Lane
Vol(lad by: Robert J. Arnoruso P.E. FL PE No. 49752
Sanford, FL 32771
_recited b Independent Third Part :
Created Y P Y
(407) 323-3300 Ext 334
Evaluation Reports
)hokec flon(laextnRler O.com
Authoilzod Signature
Rebart Amoruso
)hukd0flariduext uJers.Cunl
ram.", :a.peC4fluriduaxtruders......
TuiI1HICal Rep o!w.HtatNo
Robot t. J. Anlulu,.
Address/Phone/Emal1
2540 Jewett Lane
Certification Agency Certificato
Shafting, FL 32820
FL9262_R3_C_CAC_27Jr14,1(�7 [I,kg
(407) 323-33UU
Quality Assurance Contract Expiration Date
raa-r ;c.pu 011crld4uxhrlder::.ccrn
Quollly As urauw Reprasuu Lativo
Kirby O.,Aeen
Add less/Phane/Elnall
2540 Jewett Eine
FL9262_Rl_H_SH_FLEX20300 Nvu_hvdAnpact_LLslallDnOs.pdY
Sanford, 1-1_32 771
Verified By: Robert ). Alnoruso, P.E. FL PE No. 49752
(407)323-330
Created by Independent Third Party:
ramorLiso. pei_-floridaextruders.wm
Category
Win dawn
Subcategory
Single Hung
Cnmpliaoce Method
CunFlCatICH Mark or LLting
Certification Agency
Keystone Certifications, Inc.
Validated By
Approved for use in HVHZ: filo
Approved
Referenced Standard and Year (of Standard) Sit m..li,d ye.a
AAMA/l^JUMA/C5A 101/1.5.2/A,1410 2.005
Equi-kolh i of Prudu(L Stuudards
Certified By
iacI atflrw that there are no changes in the now Florida
Building Edge'nhlch affect my PruducL(u) and my product(d)
are In cornpllance with the new Florida Building Code.
Uocumentation from approved Evaluation or Validation Entity eyes '*NQ F$' N/A
Product Approval Method Method 1
Option A
Date Submitted 05/09/2008
Date Validated 05/09/2003
Data Pending FBC Approval
Date Approved 05/12/2000
______
_ . _.-____-.._.
---_ -_ __...-.____.-________ .-_ --., _ _..__-_............. ...._,.r,
FL It
Flodel, Number or Name
Description
92-2.1
Milesbane series 1000 SH
Milestone Senec 1000 Stl Aluminum Non [m act Window
n
]CISH, is , Lou [ t --_I 3_a_L Start I LL T-1-,-% I
`cGGt LYl.l✓I LI_otl a iMacav0KL,tda,- ch :• hillr."r"n1,t
with 111 -5111
Limits of Uso
Certification Agency Col tificat.
Approved for u.. in HVHZ: No
ELil Rl C CAC 279.123CAlt,adf
Approved for use outside IIVIIZ: Yes
Quality A.-Hor ce Contract Expiration Data
Impact Rosfstanl: ria
Approved
Desi n Pressure: F55 -55
9
I .tellat Instruction.
OUnr: r 3 H•LCSS 53xCAR _AR 279-127 2
rL92GZ Rl II 1l_FLE)XZQIQpjljo.,_!Ill,litt_j!)st4!LE�wA,.p-Jf
MILESTONE Series 1000 Nun- m act Resls[ant Aluminum
lLE I P
Vol(lad by: Robert J. Arnoruso P.E. FL PE No. 49752
Single Hun Windows have not been evaluated for use In
e d e
9 g
_recited b Independent Third Part :
Created Y P Y
High Velocity Hurricane Zones (Uroward and Dade
Evaluation Reports
Counties).
Created by Independent Third Party:
_
)hukd0flariduext uJers.Cunl
92G2.? Mdestone Series 100 J SH
�-
Milestone 5erle5 IUUU SH Aluminum Noll-hn act Window
P
Archived£
v,it1, Std -5111
__._..__..._____-____.__1-.
___._._._...____�
Limits of Use
Certification Agency Certificato
Approved for Lae in IIVIIZ: filo
FL9262_R3_C_CAC_27Jr14,1(�7 [I,kg
App, r d nor use on tsida IIVIIZ: Yes
Quality Assurance Contract Expiration Date
Int pct R -P tont: No
1a
(407) 323-3300 Ext 334
Design Pressure: 1,45/-15
installation instructions
Othm: 1) H-LC55 53x84 (KCI CAR 279.124) 2)
FL9262_Rl_H_SH_FLEX20300 Nvu_hvdAnpact_LLslallDnOs.pdY
MILESTONE Series 1000 Plot) Impact Reshtunt Alurnlnurn
Verified By: Robert ). Alnoruso, P.E. FL PE No. 49752
Single Hung Windows have not LOCH evaluated for use in
Created by Independent Third Party:
High Velocity Hu ,,dare Zeues (Bruwald :old Dade
Evaluation Reports
Countles)Y_
Created by Independent Third Party:
9262.3 ._�W_I htrlastune Sarins 1000 5H.__._.._._ ����_
MilestUne Serie., 1000 SH Alurulnum Non-Inlpatt Window -
--___ _.___._ �._I_
with Std -5111 at, I II -5111 with IG Glazing
—
Limits of UseCertification
Agency Certificate
Approved for use in HVHZ: filo
Approved
F_9-_',512 RS_C CAC I19- 5C
Approved for use outside HVHZ,: Yes
Quality Assm-mtce Contract Expiration Date
Impact Resistant: filo
,I& Validation Checklist - Hardcopy Received
Design Pressure: x45/•45
Installation Instruction.
Other: 1) H-LC45 53x8.3 (KCI CAR 279.125) 2)
FL9202 Rl U_,5 l_FLE,{24194_))QI]1U1Pact_]1i'tG)lDwU1Pdf.
MILESTONE Sures IUUU fion-hl pact Resistant Altllninuerl
Vvrltlad by, Ito Bert J. hnoruso, P.E. FL PE No 49/52
Sinitic, HunO Windows have not been evaluated for use In
Created by Independent Thlyd Party
High Velocity Hurricane Zones (Uroward and Dade
Evaluation Report.
Counties).
Crnatud by finopdnd.nt'rhhd Party:
r-_- _.____,_,-__. ____
92,52.4 _ `w Milestone Series 1000 SII
Milestone Series 1000 511 Alnnlnum Non•frnpact Window
Certification Agency Ce t f oto
with St l- ill
t S
Li ... it, of Use
Ccrtificat;,,. Agenry Certificate
Approved for use In HVHZ: NO
PL9262_R1_r_CAC
Approved for nso out.ido IIVIIZ: Yes
_279-157CAR.pdf
Quality Assurance Contract Expiration Data
Impact Resistant: [10
O 0"
li 1) FW HC773X37 (KCI CAR 279.151) 2)
Design Pressure: +45/-45
Installation Instructions
Dun.,: 1) H-LC451 53x72 (KCI CAR 279-157) 2)
EL92r2 - K1 ... IL..SkI_ELEiSZ l U Pl,o,il 1p.34t_d0:twJl2Ylg,i.a
MILESTONE Serle^- 1000 Non -lin act liesl-.tant Alurnlnurn
P
V If - - P
er led B : Robart J. Alnoruso P.E. FL E No. 47752
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Created by hldepandent third Party:
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FL 4
FL8409-R2
Application Type
Revision
Code Version
2007
Application Status
Approved
Cmrilllel Ls
FL x
Archived
bus
Product Manufacturer
Florida Extruders Altarnatlmla[, Inc.
Add1e55/P1one/Enlad
2540 Jewett Lana
2007
15anford, rL 32771
Application Status
(4U7) 323-33UU EXt 334
Al ori iuwn Nm,•1,3 pact Yluldows
)hukd0flariduext uJers.Cunl
AuLharl2ed SIgHatum
]in Hake
Archived£
)hoke(ptlorldaextruders.ccm
Technical Representativa
)lin hake
Addras5/Phonu/Ercall
2540 ).watt Lane
Address/Phone/Enlall
Sanford, FL 32771
FL92i2_Rl ]I_F_FL'E-X20100_N-Impact_ F_ Installflwgs.Pdf
(407) 323-3300 Ext 334
Santa, J, FL 32771
'huIKe tRddaextruders. rn
6 ca
J D
Quality Assurat Ce Representative
Bab Jones
Address/Phono/tInall
2540 Jewett Laro
jhuke(,pfloridaextrudera,cvm
Sanford, FL 32771
Authorized Signature
(407)323.3300 Ext 334
f4llcsta11u Series 1000 RectumJ alar & Shaped Cosigner Fixed
bjonulNfiarideextr,iders.com
Category
Extenlor Doors
Subcategory
SIIding Exb:rlor Door Assemblies
Compliance Moihod
Cut tific tion Mark on Llsthlg
Certification Agency
Koystare Certifications, Inc:
Validated By
Steven PL Unch, PE
Installation Instructions
,I& Validation Checklist - Hardcopy Received
Referencod Stundard and Year (or Standard)
Standard Year
V r'fi r
e I ed 8 Robe t J. Amoroso,P.E. FL PE filo. 49752
Y
AAMA/WDMA/C5A 101/1,5.2/A440 2U05
Created by Independent Thud Parry:
ANSI/AAMA/NWWDA 101/I.S.2 1997
Equivalence of Product Standards
Certified By
Product Approval Method Method 3 Upton A
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Application Type
Affirmation
Evaluation Re oriv
P
Cade Version
2007
9242.1 Milestone Series 1000 Flied
Application Status
Approved
Al ori iuwn Nm,•1,3 pact Yluldows
Conlllle'A5
Certification Agency Certificate
A ovcd for use in HVH N
App,.,,d v
Archived£
A roved for use outside IIVIIZ: Yes
VP
tali Assurance Contract Expiation Date
Q lY P
Product Manufacturer
Florida Extruders hltanretlonal, Inc.
Uesiyll Pressure: +45/-45
Address/Phone/Enlall
2540 Jewett Lana
FL92i2_Rl ]I_F_FL'E-X20100_N-Impact_ F_ Installflwgs.Pdf
Milestone Sir 1000 Rectangular G Shaped Designer
Santa, J, FL 32771
Fixed Auminurn flon-Lnipact Windows have not been
Created by Independent Third Party:
(407) 323-3300 Ext 334
Evaluation Reports
(Brovrard and Dade Counties).
jhuke(,pfloridaextrudera,cvm
-----
. �.
Authorized Signature
Robert Arnoruso
f4llcsta11u Series 1000 RectumJ alar & Shaped Cosigner Fixed
Evaluation Repo, is
ru nor usa.pe•jlflor ida.xtr udel s.conr
Limits of Use
Tuchnlcal Representative
Robert). Alnorusa
F )•[! R t
9 ( ?74.19LCA df
._L.._._._..I_S,_ •>).C.r q
AddreF,ollhone/Email
2540 Jewett Lane
impact Resistant: NO
Q'
Snaford, FL 3202U
Installation Instructions
Other: 3) FW
Other: 73x37 (KCI CAR 279-192) 2)
(407)323.3300
Milestone Series IUUU Keetall uiar & Shaped Designer
9 P 9
V r'fi r
e I ed 8 Robe t J. Amoroso,P.E. FL PE filo. 49752
Y
ra H-ra..pe L3flariduextruders.conl
Created by Independent Thud Parry:
Quality Assurance Representative
Kirby Ceteen
(Broward and Dade Counties).
Add, Cu✓Phmte/Email
2540 Jewett Lane
U /
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9242.4 Series 1000 Fixed
Sanford, PL 32771
Alwnlnw0 Nan-h.p act Vlinmv
ds
(4U/)323.33UU
Certification Agency Ce t f oto
Approved for use in HVIIZ: No
ramoruso.puCafloridaextruders.com
Approved for use outside HVHZ: Yes
Category
Windows
1
Subcategory
Fixed
O 0"
li 1) FW HC773X37 (KCI CAR 279.151) 2)
CumPlianc0 Method
Col tillCation Plank or Llsting
Verified 0y Robert J. Amoroso, P.E. FL PE r1 o. 49752
Certification Agency
Kayctone COrlificotlous, Inc.
Validated By
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S.2/1,440
Equivalence of PI.dHLL SLrndaids
Certified By
Y..r
2005
a I affirm that there are no changes in the new Florida
Bulldin9 Cole whlch intact my product(s) and my product(s)
are In compliance with the new Florida Bulldin9 Code.
Uocumentation from apprvved Evaluation or Validation Entity Co yu, ONO $t N/A
Product Approval Method f4ethod 1
Optive n
Data Submitted 0S/19/2UUU
Data Valldatcd O5/19/20013
Date Petting FEC APProvul
Date Approved 05/22/2003
Summar/ of Products
Ga to Paye'T-T__ ___ _.__ _.; Page 1 / 2 11 0
FL N
I Model, Number or Name
Description
92421
MIl.stune -ernes IUUU Fixed
Milestone Series 1000 Rectangular e, Sha Cd Dosl. ner Fixed
n 9
8409.1
Milestone Series 1000 Slicing
Aluminum Non-Inl act Windows
P
_
Limits of Use-m_•-_.._.._._.._._._.__.._....�..__.._7._
Certification Agency Certificate
A aced to us , t HV Z: No
PPi r c l H
192.12 R1 C CAC 279-147CAR.0 df
F _
A vad for use outside fI VHZ: Yes
Piro
tali Assurance Contract Ex [ration Date
quiddity P
[impact Resistant-. No
Approved for use outside IIVIIZ: Yes
Desi n Pressure: 170 -70
9 /
Installation Instructions
Other. FW-HC7V 73x73 KCI CAR 279.147 2
1
p R1 II_F_FLEX20 00 NonIrn aR_F_InstallDw s. dr
13 1 _
Ptileston Solids -( Fi shaped Designer
o �e e. IOU(J Rectangularfc
V •rifi - B : Robert 1. Amoroso P.E. FL PF fin. 49752
cd y
Fixed Almilnum tion -Impact Windows have not been
Created by Independent Third Party:
evaluate for use in HI h Velocity Hurricane Zones
d y Y
Evaluation Re oriv
P
Broward and Dade Counties).
) ___
Indopendent
Created b• Indendent Third Party:
V
9242.1 Milestone Series 1000 Flied
Di -).stone Series 1000 Rectae alar &Sha ed Desi ner Fixed
U p 9
F u40Q._ 2 AF_Pr2duct F.vaivatlon Report No. 1455 FEI
Al ori iuwn Nm,•1,3 pact Yluldows
Limits of Use
Certification Agency Certificate
A ovcd for use in HVH N
App,.,,d v
' 9-
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FL924_ Rl C _A_ _J. 15)_AIt. dt
P
A roved for use outside IIVIIZ: Yes
VP
tali Assurance Contract Expiation Date
Q lY P
Impact Resistant• rlo
Limits of Use
Uesiyll Pressure: +45/-45
In.tallation Instructions
Other: 1) FW-HC45r 73x37 (KCI CAR 279.150) 2)
FL92i2_Rl ]I_F_FL'E-X20100_N-Impact_ F_ Installflwgs.Pdf
Milestone Sir 1000 Rectangular G Shaped Designer
Verified By: Rouen '. Amoroso, P.E. FL PE No. 49752
Fixed Auminurn flon-Lnipact Windows have not been
Created by Independent Third Party:
evaluated for use In High Velocity Hurricane Zones
Evaluation Reports
(Brovrard and Dade Counties).
Created by Independent I hod Party:
-----
. �.
/
_
9242.3 Pilcaou Sihs 1000 Fixed
f4llcsta11u Series 1000 RectumJ alar & Shaped Cosigner Fixed
Evaluation Repo, is
Aluminum rlon•Im act Windows
Limits of Use
Car tihcitliun Agency Certi}icnte ^--��-----_..._... _
No
A ved far use in HVHZ- N
Piro
F )•[! R t
9 ( ?74.19LCA df
._L.._._._..I_S,_ •>).C.r q
Approved for use outsldo HVHZ: Yes
PP
Quality Assurance Contract Expiration Date
impact Resistant: NO
Q'
Daslgn Pres. no: +35/-35
Installation Instructions
Other: 3) FW
Other: 73x37 (KCI CAR 279-192) 2)
F -L92 -4_R1 II F F_EX2Ulou rlvnlmlza �li]ltallDwgs.pdf
Milestone Series IUUU Keetall uiar & Shaped Designer
9 P 9
V r'fi r
e I ed 8 Robe t J. Amoroso,P.E. FL PE filo. 49752
Y
Fixed lJuenin'4m flan-Iriact Windows have not n
p been
Created by Independent Thud Parry:
evaluated for use In High 1 Iv ItY Hurricane tones
Evluation Re arts
(Broward and Dade Counties).
Created by Independent Third Party:
____ __
U /
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9242.4 Series 1000 Fixed
_ _ __. _._.____-.--_
fII.,tol. Series 1000 Rectangular &Sha ed Designer Fixed
g P 9
Alwnlnw0 Nan-h.p act Vlinmv
ds
Limit of Use
Certification Agency Ce t f oto
Approved for use in HVIIZ: No
FL9242 r r CAC 279-ULC613d2df
Approved for use outside HVHZ: Yes
Quality Assurance Contt'a" Expiration Date
Impact Resistant: filo
1
Designn Pe..ar; l70 -7U
Italsfion last. tie,
O 0"
li 1) FW HC773X37 (KCI CAR 279.151) 2)
FL9242Rl_l[ F FLEXZOl00_ t..Lml rt F InrtlRDwls.IiJ[
Milestone Series 1000 Rectangular &Shaped Designer
Verified 0y Robert J. Amoroso, P.E. FL PE r1 o. 49752
Date Submitted 07/00/2009
Date Validated 07/00/2009
Date Pending FUC Approval 07/14/2009
Date Approved 08/11%2009
SummrIv or irramr-
___.__- .__
.. _ _
-._ -_._._ -_ _.--- .------ .___ ___-__.--.
FL -C
Model, N. -B., ai Na e
D tl n
8409.1
Milestone Series 1000 Slicing
MlIeltono 'Series 1000 sliding Gla55 Alurl )num Non-hnpact
Glass Door
Doors 5W-3111 and HI 3111
Limits of Use -._.._.._._._._-Cur
tifiwtion Agency Cortificatu ---____
g Y
Approved for use in IIVIIZ: No
PL8409 R2 _C CAC_ [y-•124_C_A,Fl..a f
Approved for use outside IIVIIZ: Yes
Quality Assurance Conhact Expiration Data
I ... pact Resistant: NO
11/29/2010
Design Pressure: 1 40/-40
Installation Instructions
Other: SGU-C4U 19Ux96 XXXX (KCl CAR 279-424)
FLU409 R2 -I S oiles1000_ NUOhrlpac( fLLX?4114-.11-12:Vtlf
Vul-Mcd By: Robert J. Amoruco, PE FL PE No. 497.52
p
Created by Independent Third Party! Yes
i�
Evaluation Rcplar L.
F u40Q._ 2 AF_Pr2duct F.vaivatlon Report No. 1455 FEI
FLd4U9 80 wPE, pLclt
Created by Independent Third Party: Yes
-
8.109.2 Milestone Series IUUU Slidin 9
_....__-.,..-,-_._.._c__'_'_c_.___.__
Milestone Sene. 1001 Slidin GIa55 Aluminum Non-Im act
9
Gras Donr
Doors Std -Sill and Hi -Sill
Limits of Use
Certification Agency Certificate
A vad (or us ,n HVHZ: N
App, e v
FLd .U9 k2 L CAC 279-425CAR.adF
Approved for rue outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/07/2011
Design Pressure: +45/-45
Installation Instructions
Other: SGU-045 143x96 XXO (KCI CAR 279-425)
F1!14U9 R2 It SeOdG51000 Plonlm Lpact FLEX24110-11-_12.ad
U
Verified By: Robert J. Amoroso, PE FL PE Flo. 49752
/
Created by hidepoirti Third Party: Yes
Evaluation Repo, is
7D
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P .'_Pa.. .!1i. !: d.__lr:.:..R ::." •^Gni.,con
.,ht o Application Detail
FL k
FL3136-R3
Application Type
AM nna tion
Code Version
2007
Application Status
Approved
Comments
Evaluation Reports
Archived
IN
Product .t p 1onufacturcr
FloridauC_ , x r rico
E t International, Inc.
Address/Phone/Ercall
2540 Jewett Lanc:
Revision
Sanford, FL 32771
Cod. V-1-
(407) 323.3300 EXt 33'1
Validated By
jiloke(Dflor Idaextruder-com
Authorized Signature
Robert Au,Qous0
Continents
rdnloruso.puE`floridoextruders.com
Technical Representative
Robert J. Annoruso
Address/Phone/Ernall
2540 Jewett Lane
Product Manufacturer'
Soarld, FL 32820
Address/Phone/Ercall
(407) 323-3300
2003
ramoruso,pe t_iflor[daoxtruders.cmn
Qmility Assurance Rupoesenative
Lor] Phillips
Add ress/Phone/Ernall
Florida Extruders InPI, Inc.
2005
2540 Jewett Lane
215 274 2350
Sanford, FL 32771
Nick Thompson
(407)323-3300
Panel Walls
phI1Vf1orld-aextruders.com
Category
Windows
Subcategory
Mullions
Compliance Method
Evaluation Report from a Florida Registered Architect or a
R, Allan Snyder
Licensed Florida Professional Engineer
Address/Phone/Enlall
li Evaluation Report -Hardcopy Received
Florida Engineer or Architect Name who
Wayne A. Bieck, Ph.D., P.E.
developed the Evaluation Report
Quality A55ulanco Representative
Florida License
PE 52583
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
Validated By
L.F. Schmidt, P.E.
3Validation Cheddrut - Hardcopy Received
Certificate of Independence
FL3136 R3_CO!_Cvf]_MUhons.pdf
Referenced Standard and Year (of Standard)
Senndard Year
Category
1714.5.5 2004
A51M E1886 2002
Siding
ASTM E1996 2002
Compliance Method
As rht E33o 2002
R613.7
Equivalence of Product Standards
Certlfled By
Sections from the Code
2UU4
RI affirm that there are no changes In the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation front approved Evaluation or Validation Entity r9 yes Na F' N/A
Product Approval Method Method 1
Option U
Date Submitted 05/20/2008
Dale Validated 05/20/2008
Date P.nchng FUC Approval
Date Approved 06/05/2008
Summary of Products
_ ...--,�
Go to Page 1. 4r 0 Ci Page 1 / 2 4 '
FL # Ftodel, Needier or Nnme�~ ___._ Description
31361 Nu. FE5700, Flange Tub. hlunion 1" x 2" x 1/6"
w-___...___-__ _.,.,,_-..._._.-.-.---.__._.._._.._ _—__..___.
Limits of Usc Installation Iustructions
Approved for use in HVIIZ: Na FL3136,-It3,_Il-1}IS)11ULL-Llit.III... FL3136_6-U6,2df
Approved fur use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583
Impact Resistant: nt. fu
U(.ated b Independent ThirdPa
Party:
Utwi n Pr asset o: Pl n
D / Evaluation a
Rc rts
P
Other;
1 Sea Installation
Iln U
nction
/Ua uJn Pressure Drwln ^f r DP 2) Sea Product Evaluation Report FL t r
Ps. AEK I_Q
A 'I
ce
1
..et
J
f
for complete list of Limitation and Conditions of U Created by Independent Third Party:
--------T--
- �FL31xG Is. Flk FE! 1O_ f Ei M
aII
p
lJtev
3136.2 1 9
.__ ...0. FE5701 Flany2 Tube hlullivn 1' x ?' x 3/0 (Front/back) x 1 /8" (side)
......,.__.
limits of Use --}--- -` .,.... _
Iast'H.U.n Instr
uctiwxs
Approved for use In HVHZ: No Ft.3136_R3_lI_Mullion Install F43136_6-06.pdf
Approved for use outside HVHZ; Yes Verified By. Wayne A. Block, P.E. PE - 52503
Impact Resistant• No Cleated by independent Third Party:
Di Pressure: N/A Evaluation Reports
Other: 1) See Installation Instructions/Design Pressure FL313G R3_AE FEIIJO'> Ra/> ER Mullionz.pdf
Drawings for DP. 2) Sae Mullion Product Evaluation Report FI'313G_R3_AE_KCI. QALI nsee.pdf
col complete list of Limitations and Conditions of Use. Created by Independent Third Party:
_...__._____ ..- .__ _
-�r-------—_ __..--
1 3136.3 - -I No. FE57D2, FlangFE5702, Flange Tube Mullion 1" x 2-7/16" x 1/8"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL313"3 II_Hulllon_Iruta_II_FL3.. N--i5-06.pdf
Approved fol' use outside HVHZ: Yea Verified By: Wayne A. Block, P.E. PE - 52583
Impact Resistant: No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
other: 11 See Insbnllatlon Instructions/Design Pressure FL3136_R3_AE FEIIOOL Re/L-ER Mullions.pdf
Drawings for DP. 2) See Mullion Product Evaluation Report FL3136_R3_AE KCI_QALIcE1yee.pdf
For complete list of Limitations and Conditions of Use. Created by Independent Third Party:
-_
3136' No. FE 5703, Flange TuFl 1" X 2-7/18" X 3/8" (front/back) - 1/0" (side)
^-'_-_-___. -
Installation Instructions
Limits of Use
Approved for use fn HVHZ: No FL3136 R3_II_Mulli,n Install FL3136 6-OG.pdf
1 Approved for use outside HVHZ: Yes Verified By Wayne A. Block, P.E. PE - 521,83
Impact Resistant: No Created by Independent Ihlyd Party:
Uesign Pressure: N/A Evaluation Reports
other: 1) Se. Installation Instructions/Design Pressure FL3136_R3_AE FE11002 Rev2 ER Pi ulllons.pcif
Drawings for UP, 2) See hlulll ad Product Evaluatlon Re Port fU13r_R3_AE-KCI_ QALicensee.pdf
far complete list of Llrn¢abons and Conditions of Usc. Created by Independent Third Party:
-- ........ -- _................._...... _. ........
--
13136.5 - ` 1 No. FE5704, Flange Tube Mulllon 1" x ,1" x 1/8"
Li..nit, of Use Installation Instructions __._..r.
Approved fur use in HVHZ: No FL3136 R-311 Mullion _Install -FI -3136, 6-06,pdf
Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PF - 525UJ
Impact Resistant: No Created by Independent Third Party:
Dclgn Pressure: N/A Evaluation Reports
other: 1) See In stallatlon Instructlons/Design Pressure FL3136_R3_AE FE1100-1-_Rgv_:'.-_ER_f4ullions.pdF �'I
Drawings for DP. 2) See Mullion Product Evaluation Report FL3136 R3 AE KCI QAL]censee.pdf
for complete list or Limitations and Conditions of Use. - __ Created by Indepeudenl Third Party:
3136.6 -- - No: FE5%OS,.Flau ge Tube Mullion _ 1" x 4" x 3/8" (frvnt/back) x.1/8(side)
Li ... its of Use Installation Instructions
Approved for use in HVHZ: No FL3136 RS_II hl Ulllon _Install FL3136 6-Oo pdf
Aroved for use outside
pp HVHZ: 'fes Verified By: Wayne A. Block, P.E. PE - 52583
Impact Resistant: Yes Created by Independent Thlrd Party:
Design Pressure: N/A Evaluation Reports
Othor; 1) See In Stellation Instructions/Design Pressure FL3136_R3 AE FEIl0Q2-Rev2-ER MUI11mu.pdr
Drawings for UP. 2) See Mullion Product Evaluation Report FL313(5 _R' AE KCIQALican Sea.pdf
far complete list of Limitations and Conditions of Use. Created by Independent third Party:
3136.7 --IN.. FE5706, External clip -� External dip for 1x tube mullion
--_ _._._-__ - __--_.._._ ---- _ _..._..__.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL3136_R_3_II Mullion Install-
FL3136 6-OG,>Ldf
Approved far use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583
Impact Resistant: Yes Clea Led by Independent Third Party:
Design Pressures: N/A Evaluation Reports
Other: 1) See Installation tnstrudions/Design Pressure FL3136 R3 AE FEI1002-Rev2-ER MUfions.pdT
Drawings for DP. 2) See Mullion Product Evaluation Report FL313G Rs. AE KCI_QAlAcen5ee.ref
for completes list of Limitations and Conditions of Use. Created by Independent Third Party:
... ._.____._.____-__,___...... ..-.--- ------ ___......__. _.
313].8 rho. FE5707, Internal clip Internal clip for lx tube mullion
Limits of Use -_ --� Lzstallation Instructlons ^--�����
Approved for use fn HVHZ: No FL3136 R3 H Mullion Install FL3136 6-06.pdf
Approved ter use outside HVHZ: YesVerified By: Wayne A. Black, P.E. PE_ -_
583
Impact Resistant: Yes Created by Independent Tlllyd Party:
Design Pressure: N/A Evaluation Reports
Other: 1) See Installation Instructions/Design Pressure FL31J(,_R3_AE FL11002- Rgv2- ER,_M U l l lolls.pcif
Drawings far UP. 2) See Mulllon Product Evaluation Report FEJjL ti.It3 AE,_KCl_QALlceisio, p f
for complete list or I-Im ations and Conditions of Use. _ Created by Independent Third Party:
313G.9 ^-.- I No. FES708, External clip External clip for 2x tube mullion
-_
Limit•- of UUInstallation Instructions
Approved far use in HVHZ: No FL3136 _
_,f23II_Mullion_Install_FL3136 6-OG.pdf
r
Approved fouse outside UVFIZ: Yes VeHtled by: Wayne A. Block, P.C. PE - 52563
Tn.pact Resistant: Yes Created by Independent Third Party:
Design Pressure: N/A Evaluation Rcports
Other: 1) See Installation Instructlons/Design Pressure EL3134_3
.RAE_FEII002-Rev2-I F_R_1ltrlllone,pdf
Drawings for DP. 2) See Mullion Product Evaluation Report FL -313G Rs. AE KCI_QALicenzee.pdf
for complete list of Limitations and Conditions of Use. Created by Independent Third Party:
--._..._-_,ecce ....__._
6_11--0-- - I _..__.._..._..-. ---.. .----- _-
3136 10 1110 FE5709, Fin Tube Mulllon 1 x 2" x 1/8" _
Li tris of Use luslatlVatitu, Instructions
Appioved for use in IIVHZ: Fie FL3135_R'i_ll_,Itulllon_Install_FL3)3t 6
ve-UG.fdl
Approd for esu rousido UVUZ: Yes Verified by Wayne A. Block, P.E. PF - S25i)J
Impact Resistant: No Created by Independent Third Party:
Uesign Pr ucsure: N/A Evaluation Reports
other: 1) See Instal latlon Iustructions/Design Pressure FL3136--R3_AE_FEII002-Rev2- ER_fl a l l ions, par
Drawing; for DP. 2)" Mullion Product Evaluation Report FL313G R3 AE KCI QALicensee.pdf
for cumplale Ii,t of Lir utatron r d Cuudltluus of Use. Created by Independent Third Party:
.-.....- -__ __._
3136.11 1No. FE5710, Fin Tube Mullion 1" x 2" x 3/8" (front/back) x 1/6" (side)
Limits of Use Installation Instructions
Approved fur use ill HVHZ: No FL3136 R3 11 Mullion FL3136 6-06.pdf
A p roved fur 1 _ _ _ _
use outside HVIIZ: Yes 1 V /erified : Wayne !a ire A. Block, P.E. P -
Y Y
E 52583
Impact Re
sutant flu
P Cr=a e
. Ld b Independent Third Party:
Y a
Design Vres
ur :N A
J Evaluation Reports
P
Other. 1 Se -
Installation rtstru _ I _
ct ons Desi n Pressure FI3t. '
/ 6 Rs. AE FE.IU02-ee✓
9 _3 Z ER Mullion- xlr
_C -
Drawings, f 1
o DP 2 See Mullion Product educt Evaluation Report PL3t r
3 AE K_I ALlrens
p 36 R df
R
for compieCe fist of Llmi[atlons and Conditions of Use.
Created by Independent Third Party:
3136.12 No. FE5711, Fin Tube Mulllon I" x 2-7/16" x 1/8" T
Limits of Use ^- In t llatioD In t r cti ons
Approved for use in HVHZ: No FL3136_R3_It tiulhon_Instali FI -313.6 F-06.pdf
Approved for lose outside HVHZ: Yes Verified By Wayne A. Block, P.L. PE - 52583
Impact Resistant: No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1) See Installation In Strudlons/Design Pressure FL3136 Rs. AE_FEII002-Ruv2-9R_MUlllvns. pdf
UrawuuJs for UP. L) See Mrillion Product Evaluation Report FIo,3136_R3 AE KCI cLALEcensee.pdf
for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party:
3136.13 No. FE5712, Flu Tube Mullion 1" x 2.7/16" x 3/8" (front/back) x 1/8" (side)
--- - ---__...._ - _... _.._
Limits of Usa Installation Instructions -.
Approved for use in HVHZ: No FL313G Rs. II MUII10r Install FL313r6 ri-UG_. >} d(
Approved fur use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE -52583
Impact Resistant! No Created by independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1) See Installation Instructions/Design Pressure FL3136 R3 AE FEI1002-Re'I2-ER P)ull_lau_pdr
Drawings fur OP, 2) See Mullion Product Evaluation Report FL3136_R3 AE KCIQALlcensee.pdf
for complete Inst of Limitations and Conditions of Use. Created by Independent Third Party:
3136.1.3 rNo. FE5713, Fin Tube Mullion 1" x 4" x 1/8"
._ ------._....__...__ ._...-------,...._...----
Limits of Usc Installation Instructions
Approved for use in HVHZ: No FL"3135 Rs. ]I_ Mullion_ Install FL3136_6-06.pif
Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. PE - 52583
Impact Resistant: No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other. 1) See Installation Instructions/Design Pressure FL3136_R3 AE FEI1002-Re,✓2-ER Mullions.pdf
Drawings for DP. 2) See Mulllon Product Evaluation Report FL3136 R3 AEKrl_QALicen5ee. 1} (If
for complete list of Limitations and Conditions of Use. _..
-_. L_....._.__.._...Created by independent Third Party:
__ .__- _
3136.15 I No. FE 14
57, Fin :t Tube Mullion 1' x 4" 3/8" ^-
Limit^ of Usc Installation Instructions
Approved for use In HVHZ: No FL3136 R3 11 PtuliioI Install FL3135 6-06.pdf
Approved for use outside HVHZ: Yes Verified By: Wayne A, Block, P.E. 52583
Impact Resistant: Yes Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1) See Installation Ili, Pressure FL -3136 R3_AE_FEI[OU2-Rev2-'c R_f4ullione.pvf
Urawln0s fur UP. 2) See Mullion Product Evaluation Report FL3136 Rs. AE_KCl_ ALicensee.pdf
for complete lint of Limitations and Conditions of Use. Createdby Independent Thrid Party:
- _ - -.-.-
I..--.......-.---------.-.....----
. - . g P , _ P .. ...._..
3136.15 _ No. FE571.5, Flange `III/fin dl -Flange e -ill/fun clip 1" x 2" mullion _
Limits of Use Installation Instructions
Approved for use in HVHZ: Np FL3136_R3_II I,juldon_ln.tall_FL3136 6-06.pdf
Approved for use outside HVHZ Yes Verified By: Wayne A. Block, P.E. PE - 52533
Impact Resiatanl-, No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1) See Installation Instructions/Design Pressure FL3136_R3_AE FE11002-Rev2-ER MuIMQn5,pdf
Drawings for UP. 2) Sec Mulllon Product Evaluation Report F1,3136...R3 AE KCI QAL]czn>=cepdf
for complete list of Limitations and Conditions or Use. Created by Independent Tlllyd Party:
- ...__.1._-_
3136_17 _ 1 No. FE5716, Flange 5111/fin clip Flange sill/fin Clip for 1" x 2 7/16" mullion
Limits of Use Installaon Instruction
tis
Approved for use in HVHZ: No FL3136 Rs._I[_hlullgn_lnstali_FL3136_G-06.pdf
Approved for use outside HVHZ: Yes Verified By: Wayne A. Block, P.E. FE - 52583
Impact Resistant: oto Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: 1)See In stallatlon instructions/Design Pressure FL3136_R3_AE_FEII9U2-Rev2-E.(i
or DP. l4ulllons.pdf
Drawings f 2) See Mullion Product Evaluation Report FL3136 Rs. AE KCI QALkensee pyjf
for complete list of Lirnitatluns and Conditions of Use. Created by Independent Third Pan Ly:
--- ......__.ecce _.....__. ___.____._._-...,___..___,,,.._ ...__
3136.16 _ No. FE5717, Flange Tube Mullion 2" x 4" x 3/8" (front/back) x 1/6" (side)
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Robert I'llenlinen
_ dupe:.. rat Mon [. rrr "' g. pfplk_[un Hca ch . Ann Br tin 1
the Evaluation Report
Evaluation Reports
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Florida License
FL #
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Quality Assurance Entity
Application Type
Revision
Quality Assurance Contract Expiration Date
Cod. V-1-
2U07
Validated By
Application Status
Approved
E!.49 5 R3 C CAC _071L)506 RV10 MIAL4I DADE.udf
Continents
Archived
Certificate of Independence
Archiver[
i-5;:
Referenced Standard and Year (of Standard)
Product Manufacturer'
Certain -Feed Corporation -Roofing
Address/Phone/Ercall
PO Box 1100
2003
Cuyahoga Falls, OH 44223
1400 Union Meeting Rd
2004
(330) 922-2389
blue Bell PA 194--
22
2005
nthompson (d)alslde.cnm
215 274 2350
Authorized Signature
Nick Thompson
richard.a.snydertNsaint-gobaln.conl
Panel Walls
Authorized Signature
Richard Snyder
Technical Represen Cative
Nick Thompson
richard.asnyde, (uasairn L-gobain.com
Address/Phone/Ercall
Technical Representative
R, Allan Snyder
Quality Assurance Contract Expiration Date
Address/Phone/Enlall
PO Box 1100
Robert A. Walz, PE
I ithuulPs Cr)ah,lde.cwn
1400 Union I aeting Road
Quality A55ulanco Representative
)ark Plowery
Blue B -_II, PA 19422
Addr=ess/Phone/Ercall
3773 State Road
AI Ian.RSnyder�JSaint-gobain.com
Quality Assurance Representative
Address/Phone/Erna l
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Approved for use in HVHZ: No
,'It Evaluation Report - Hardcopy Received
t�x f} USER: Publc Uscr
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Robert I'llenlinen
_ dupe:.. rat Mon [. rrr "' g. pfplk_[un Hca ch . Ann Br tin 1
the Evaluation Report
Evaluation Reports
FL!?
Florida License
PE -59166
Application Type
Quality Assurance Entity
Underwriters Laboratorles for.
Code Version
Quality Assurance Contract Expiration Date
10/01/2010
Application Status
Validated By
John W. Knezevich, PE
Carnments
E!.49 5 R3 C CAC _071L)506 RV10 MIAL4I DADE.udf
'` `Jalldation Checklist - Hardcopy Received
Archived
Certificate of Independence
FL5144 R2 COI TrinLty_ERD_rertlfica l ton of In!tep,nndence
adf
Referenced Standard and Year (of Standard)
Stanrd-e!
veer
3773 State Read
ASTPI D3161, Class F
2003
Cuyahoga Falls, OH 44223
ASTM D3.162
2004
(330) 922-2389
AS rM D7158, glass H
2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Dale Submitted 07/27/2009
Date Validated
0II/13/2009
Date Pending FBC Approval 08/31/2009
Date Approved 10/13/2009
FL # d
_ Moel, Nmnber or Name
5444.1 Certa]nTeed Asphalt Roofing
Shin I
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9
Limits of Use
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Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Limits of USe
P
Descri tion
3 -tab, laminated, architectural and 4th asphalt roof
Shingles
Installation Inst Irons
F.5,1,14 R2 11_er072709FINAL Asphalt Shingla FL 444-
R_ .PdF
Verltled By: Robert Nleminen, PE PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5444 R2 AE ',PL,I 0@FINAL AsohlLlt_hh�le_ FL5444
R2. out
-Created by Independent Third Party: Yes I
L J [n J
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Impact Resistant: N/A
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Evaluation Reports
FL!?
FL12103
HVHZ. Allowable Design Load for all
Application Type
Ne:
Triple 3” +/- 86.5 PSI` with halls.
Code Version
2007
(905) 793-9462 Ext 235
Application Status
Approved
Authorized signature
Carnments
E!.49 5 R3 C CAC _071L)506 RV10 MIAL4I DADE.udf
alcx.Jovarlovic(1 kpprodu cts.com
Archived
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Address/Phone/Frail
Product Manufacturer
Al5ide
Unainpton, PION -US 09476
Address/Phone/Enlall
3773 State Read
Verltled By. Mlanll Dade BCCO - CER
a[ex.Jovanovlc@kpproducts.corn
Cuyahoga Falls, OH 44223
Alex Jovano'✓I1
Address/Phone/Email
(330) 922-2389
I
----Cr Baled by Independent Third Pnrty:__ -__.____J
Brampton, NODI -US 12345
nthompson (d)alslde.cnm
(416) 553-6018
Authorized Signature
Nick Thompson
Category
Panel Walls
nthompson CJa[side. conn
Sofhls
Technical Represen Cative
Nick Thompson
Evaluation Entity
Address/Phone/Ercall
3773 State Road
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
Cuyahoga Fails, OH 44223
Validated By
Robert A. Walz, PE
I ithuulPs Cr)ah,lde.cwn
`4 Validation Checklist - Hardcopy Rucolved
Quality A55ulanco Representative
)ark Plowery
Referenced Standard and Year (of Standard)
Addr=ess/Phone/Ercall
3773 State Road
ASTM 03679 2005
Cuyahoga Falls, OH 44223
(419) 053-4r, SG
jmowely�baLide.com
Category
Panel Walls
Subcategory
Siding
of New Technolugy
Compliance Method
Evaluation Report From a Florida
Registered Architect or a Licensed
Evaluation Entity
Florida Professional Engineer
Evaluation Report - Hardcopy
flocelved
Ilorlda Engineer or Architect Name who developed
Alan Reeves.
04/15/2014
the Evaluation Report
Validated By
MIa1,11-Dade BCCO - VAL
Florida License
FE -19354
Quality Assurance Fliddy
Architectural Testing, Inc.
Standard
Quality Assurance_ Contract Expiration Date
12/31/2011
TAS 100
Validated By
Steven M. Urich, PE
z� Validation Checklist Hardcopy Received
Certificate of Independence
FI -12103 R0 Wj--IceTt p_f Indep_naelt�t;ip
f
Referenced Standard and Year (LF Standard)
Standard
Year
AS D 3679
2005
Equivalence of Product Standards
Certlfled By
Sections flat,. its Code
Pivduer Approval Method Method 1 Option D
Date Submitted
02/12/2009
Date Validated
02/25/2009
Date Pending FBC Approval
03/01/2009
Date Approved
04/07/2009
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FL12103 RO Ii CoV.n Ln..E,tlf
Approved for use outside 11VUZ:
Yes Verified By: ArdfltCCtllfal Testing, lire
Impact Resistant: N/A
Created by independent Thud Party: Yes
Design Prpaure: N/A
Evaluation Reports
Other: For use as exterior cladding
only. ;lot for use In Fy141o3 RO AE Coyrintrv.adf
HVHZ. Allowable Design Load for all
conflgdrat]ons (Double Created by Independent Third Party: Yes
5", Double 5" Dutchlap, Double 4', Double 4” Dutchlap, and
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Williston, VT 05495
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2007
Application Status
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Approved
PP
Comments
FL #
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Validated By
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Jovanovic Alex
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alcx.Jovarlovic(1 kpprodu cts.com
Technical Representative
Alex Ja,a o'✓ic
Address/Phone/Frail
255 Sunlmerlea Road
Installation Instructions
Unainpton, PION -US 09476
FL20). Ij,3_11 07-1 105-QL.jty[10_NIAMI DADF.pldf
(905) 793-9462 Eat 235
Verltled By. Mlanll Dade BCCO - CER
a[ex.Jovanovlc@kpproducts.corn
Quality Assurance Representative
Alex Jovano'✓I1
Address/Phone/Email
255 Summerlea Road
I
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Brampton, NODI -US 12345
Jeremy Kelsey
(416) 553-6018
CV
alex.jovanovicfy)kpproducts.conp
Category
Panel Walls
Subcategory
Sofhls
Compliance method
Evaluation Report front a Product Evaluatlon Entity
Evaluation Entity
!CC Evaluation Service, Inc.
Quality Assurance Entity
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
12/31/2011
Validated By
Robert A. Walz, PE
j I1 kel5uy'C]il5¢mola L.cur n
`4 Validation Checklist - Hardcopy Rucolved
Certiflcote of Independence
FL! 19;1 Rr� COI !CC _ ertlL.Sgtz_gf_rndeuanden,_:.pdf
Referenced Standard and Year (of Standard)
Standard 1'S,7L
11801 Industry drive
ASTM 03679 2005
Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option C
Data Submitted 02/26/2009
Date Validated U3/02 1111119
Data Pending FBC Approval 03/0572009
Data Approved 04/07,2009
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Approved for use outside HVHZ: Yes
Verified By: IGC Evaluation Service, Inc.
Impact Resistant: N/A
Created by Indeuendent Third Party:
Design Pressure: 1-70/-70
Evaluation Reports
Other: Must be Installed as per tine manufacturers
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Application Type Revision
Code Version 2007
Application Status Approved
Comments
Ardllved f
Product Manufacturer Florida I•tetaI Products Inc.
Address/Phono/Erna]I 6940 Stuart Ave
Jacksonville FL 32254
(904) 783-8400
ciarkbyflamco.conl
Authorized Signature clarkjonee
clarkigtflamco.com
Technical Representative darklones
Address/Phone/Email p o box 6310
Jacksonville, FL 32236
(904) 783-8400
del MNtflamm.com
Quality Assurance Representative clerk juries
Address/Phone/Enlall p o box 6310
Jacksonville, FL 32236
(904)783-8400
clark(g)tlamcn.u.m
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compllance Method Certification Mark or Listing
Certification Agency Willi BCCO - CER
Validated By M]ami-Dade 13CCO - VAL
Referenced Standard and Year (of Standard) Standard Year.
TAS 100 (A) 1995
Equivalence of Product Standards
Certlfled By
Product Approval Method Method 1 Option A
Date Submitted 06/05/2008
Date Validated 06/30/2008
Date Pending FBC Approval 07/U8/2008
Date Approved 09/15/2000
_..___...... ___ _
FL #
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Model, Number or Name,
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2015.1
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Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, N/A
01/31/2009
Design Pressure: N/A
Installation Instructions
Other.
FL2075 R3 11_0,7.1 10.5.06 RVlU MfAPil OADE.ndf
FL #
Verified by: Mimni•Dade ECCU -CER
Validated By
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Evaluation Reports
Code Version
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Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant N/A
03/13/2013
Design Pressure: N/A
Installation Instructions
Other:
FL20). Ij,3_11 07-1 105-QL.jty[10_NIAMI DADF.pldf
Jacksonville, FL 32218
Verltled By. Mlanll Dade BCCO - CER
Created by Independent Third Party:
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Metal Tech, Inc.
Address/Phone/Email
Florida License
FeaLl et1+VF4,r,al Man: > (ria r1i gr A1.:t,ISJlnn :e, .lNjp 4utrp,t
ort > AI>p R 6.. nota l
Hlelcah, FL 33014
FL #
FL11024
Validated By
Appllciltlon Type
rl ow
Steve Pulliam
Code Version
2007
Referenced Standard and Year (of Standard)
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Approved
ASTrl E 330-02 2002
Comments
SSrD 1'2>-99 1999
Archived
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Southeastern Metal, Fify. Co.
Address/Phone/Email
11801 Industry Drive
L
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Jacksonville, FL 32218
(904)696.4682
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jhkelsey"Js-netals.corn
Authorized Signature
Jeremy Kelsey
CV
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To huical Representative
Jeremy Kelsey
7CD
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11801 Industry Dr.
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Gerry Shotsberger
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11801 Industry drive
Jacksonville, FL 33218
(904)69G-4204
gp5llotabergerro]semetels.cam
Category
Reading
Subcategory
Products Introduced as a Result
of New Technolugy
Compliance once Method
Evaluation Report fromn a Product
Ev aluatlon Entity
Evaluation Entity
Miami -Dade BCCO - EVL
Quality Assurance Entity
h11an11•Dade BCCU - QUA
Quality Assurance Contract Expiration Date
04/15/2014
Validated By
MIa1,11-Dade BCCO - VAL
Certificate of Independence
Referenced Standard and Year (of Standard)
Standard
Year
TAS 100
1995
Equivalence of Product Standards
Certified By Approved Evaluatlon Entity
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'4'^' Evaluation Report - Hardcopy Received
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Metal Tech, Inc.
Address/Phone/Email
Florida License
7635 w 2nd Ct
Quality Assurance Entity
Hlelcah, FL 33014
Quality Assurance Contract Expiration Date
(Jus) 9/U-75()7
Validated By
sl eve(glnleta (tech (.corn
Authorized Signature
Steve Pulliam
Certificate, of Independence
Enghleering@rnetaltech.com
Technical Repre5entative
Address/Phone/Email
Quality Assurance ReprQ",inatb✓e
Address/Phone/Eula it
Category
Shutters
Subadugot Y
Stuns Panels
Compliance Method
Evaluation Report from a Florida Registerud Architect or a Licensed
FL722 R? II_Q;,w
4_drarbj-pP if
Florida Professional Fngineer
Verltled By: Robert S. Monscur PE 11955
'4'^' Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert S. Monsour
the Evaluation Report
Other: Not for use In High Velocity Hurricane Zones of the
Florida License
PE -11955
Quality Assurance Entity
National Arcreditatlon and Management InsLILu Le,
Quality Assurance Contract Expiration Date
12/31/2010
Validated By
ORLANDO L. BLANCO, P.E.
il:} Validation Checklist - Hardcopy Received
(l'i. Validation Checklist - Hardcopy Received
Certificate, of Independence
FL722 R2 C01_, 024 cart indinend.pM
Referenced Standard and Year (of Standard)
StIgLard year
ASTM E330, E1996, E1086 2002
ASTrl E 330-02 2002
SSrD 1'2>-99 1999
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Data Submitted 01/27/2009
Date Validated 02/02/2009
Date Pending FBC Approval 03/11/2009
Date Approved 04/07/2009
FL #
.._.___-__-..-..-
722.1
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I Model, Number or Nance
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024 Galy. Steel
---
Descri t -on
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Hurricane Panel
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Limits of Use
Installation instructions _---_._ ---_
Approved for use in HVHZ: No
FL722 R? II_Q;,w
4_drarbj-pP if
Approved for use outside HVHZ: Yes
Verltled By: Robert S. Monscur PE 11955
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Not for use In High Velocity Hurricane Zones of the
FL722 R2_[jF_1)Z:), evaluatlon.udf
Florida Building Code. Maximum Span 140' at 2452 P.S.F.
Cf QdWil by Independent Third Party: Yes
f4ax1 mum.--- . Load 103.02 PS_F_,wiltl d Span of SS"
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FL #
FL4804-R2
Application Type
Revision
Code Vol sign
2U07
Application SLalus
Approved
Continents
I'D Evaluation Report - Hardcopy Received
Arrhlved
t^;>'
Product Manufacturer Alufab Ilurrlcane Shutters Inc
Address/Phone/Email 13000 NW 30 Avenue
Opa Lncko, FL 33U54
(305)GUU-4101 Ext 19
anthony4palufabhurricane.com
Authorized Signature Robert Andrade
anthony(d)a]ufabhuri lcane.com
'rUdlnicil R.piasentallvu Pedro U. Figuuir odu
Address/Phco a/Enlall 6971 West Sunrise Blvd. 104
Plan Lal]ou, FL 33313
En gcotypaol.cont
Quality Assurance Representative
Add ros,/Phone/Email
Category
shutters
Subcategory
Storm Panels
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Approved for use in HVHZ: Yes
Florida Profes5lonal Englneer
Product Approval Methad
I'D Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Pedro Do Flguelredo
the Evaluation Report
ort
Date Submitted
Florida License
PE -52609
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2010
Validated By
[.sus Gonzalez, P.E.
07/III/_008
il:} Validation Checklist - Hardcopy Received
Certificate of Independencu
FL4804R2._,, ()j 09-(132 Cl.p_df
Referenced Standard and Year (of Standard)
Stunda, Year
Uri/09/2009
ASTM E330, E1996, E1086 2002
Equivalence of Product Standards
Certified By
Sections Na n1 t h ,
v Code
Sections from the Code
Description
__.-_.-.._._.._-.__..
'V'✓eather•Volt
_.. .-_-_ ----- __ _
_11021.1
Off -Ridge Static roof vent
__. -__ _�.,-._
Limits of Use
__._
It Instructions
Approved for use in HVHZ: Yes
FI.11024 R0_11_2008 NUA W_ at_her Vert,L
Product Approval Methad
Method 1 Option D
Product Appl'oval Method
Method 1 Option C
Date Submitted
07/09/2000
Date Submitted
04/10/2009
Date Validated
07/17/2008
Date Validated
04/22/201)9
Date Pending FBC Approval
9 pP
07/III/_008
Date Pending FBC Approval
05/18!21109
Date Approved
09/15/2008
Data Approved
Uri/09/2009
FL # Model, Number or Name
--- -.— -� ._ -.ecce
Description
__.-_.-.._._.._-.__..
'V'✓eather•Volt
_.. .-_-_ ----- __ _
_11021.1
Off -Ridge Static roof vent
__. -__ _�.,-._
Limits of Use
__._
It Instructions
Approved for use in HVHZ: Yes
FI.11024 R0_11_2008 NUA W_ at_her Vert,L
Approved for use outside HVHZ: Yes
Verified By: Mlarill-Dade P,000 - EVL
Impact ResistanC N/A
Created by Independent Third Party:
Design Pressure: N/A
Evaluation Reports
other____.____._._____E
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FL # -T--`
4804.1 �_4ga
Model, Number or Name
81 22ga St"=I Storm Panaie
-- --I
Description
Corrugated 22ga and 24go Steel Stone Panels •. _ ----1
Limit of Use
Installation instructions {
Approved for use in HVHZ: No
fldQQ•} R2 II o9-()3lf)YV a.pdf
Approved for use outside HVHZ: Yes
Verified By: Pedro De Flguereldo 52609
Impact Resistant: Yes
Created by Independent Tillyd Party: Yes
Design Pressure: +104/ 104
Evaluation Reports
Oil er: Product to be manufactured, designed and installed
FL480,1 R2 AE 09.032 PER it CI,["
as per drawl lg 09032. ___.__.__.._�_____.��_.____Cr
Bated by Independent Mild Party: Yes--
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