HomeMy WebLinkAbout6520 Fort King Rd (4)A
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EAST ELEVATION 1/411 _ 11 011
NORTH ELEVATION 1/411 = 11 011
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, tDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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ROOF FRAMING PLAN 1/411 _ 11 OII
PLATE HEIGHT
TOP OF THE
BLOCK WALL
BLAB KK
WEST ELEVATION 1/411 _ 11 011
SOUTH ELEVATION 1/411 = 11 011
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16' 8"
CONSTRUCTION NOTES:
(1) 24" TALL BLOCK WALL WITH 05 REBAR AT
CORNERS AND SPACED 48" OC WALL IS
POURED SOLID.
(2) SLAB IS 6" THICK WITH 10"XI6" MONO FOOTING
DEMO NOTE:
(1) CUTTING OPENING IN WEST WALL TO
ADD GARAGE DOOR IN WALL.
(2) CUTTING OPENING SOUTH WALL TO
ADD SWING DOOR.
SEE NEW PLANS FOR MORE DETAILS
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AS BUILT $LOCK WALL
GAS TANK STORAGE AREA 1/411 = 11 OII
3,101,
31411
16' 8"
IOs"X15" FIXED GLASS
CONSTRUCTION NOTES:
(1) FRAME WOOD WALL AT TOP OF EXISTING
BLOCK WALL, SEE CUT SECTION DETAIL
(2) WINDOWS SHOWN ARE PLACED ABOVE THE
BLOCK WALL-
(3) NO ELECTRICAL IN BUILDING
16' 8"
PUMi�-*12,071
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-
REVIEW DATE
7Y OF ZEPHyRH Is t
PLANS EXAMINER BLS
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GARAGE FLOOR FLAN 1/411 = 11 011
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PREVAILING CODES,
gDE,NATIGNY�LLS ORDINANCES ECTRIC CODE AND
C?I'Y OF ZEPH
Please be advised this revic ,,;i cf pins suhmitted is a
cursory review to assist the rlon;r ltor in con !,!iancP wit
applicable fire safety cod::. Th',)- review is n;it ir!;c :det
to be a final approval of the
contractor's sole responcibilit; t:a e111..;, ; arc
complete compliurce
local ordinances.
site inspection revea;s areas ^f nc:?
the contractor's sole respond �. ;h
bring those areas in comn!;,:i,;-:ce. Th., .. itv ; � no
responsibility for the contras :;r' s failure io he iI l con,;
�i;arn
with all applicable NFPA Codes and io�: al ordinances.
EMITTED PLANtS 4PIAVE BEEN REVIEWUS lsY ZEPHYR
HILLS
Date; S AL'S E
twviewer;_
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
16, SECTION 160% OF THE FLORIDA BUILDING CODE FOR 120 MPH
(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND 200%
SUPPLEMENTS
T.L. HANSON P.E. LICENSE NO. M654
P.O. BOX 1128, DADE CITY, FL M26
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FIG
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SECURE RAFTEI
(1) SIMPSON H1C
HOLES WITH IOC
ONDURA COI
CLOSURE STI
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
RESIDENTIAL AND 2009 SUPPLEMENTS
T.L. 14AN60N 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
DESIGN OF THIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS
EXISTING SLAB.
LIVE LOADS - 50 P.S.F.
DEAD LOADS - 10 P.B.F.
ROOF,
LIVE LOADS (TRUSS TOP CORP) - 20 P.S.F.
DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F.
DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - T P.S.F.
WIND DESIGN A88UMPTIONS,
WIND SPEED 120 MPH
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR - 1.0
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT t EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT . / - 0.18
COMPONETS t CLADDING POP ROOF • 14.9/40.1 WALL • 25.9/-34.1
OVER HANG - -81.2
CONSTRUCTION TYPE, V
EXISTING SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.S.F. FOUNDATION LOADING
T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
SITE NOR PERFORMING ANY SOIL TESTING
T.L. HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
THE BUILDING LOADS
EXISTING FOUNDATION 4 SLAB - ON- GRADE NOTES
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB
SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
AND TERMITE POISONED SOIL
CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P.S.F.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR
05 REBAR , 30" FOR 06 REBAR 1 35" FOR 01 RE15AR
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT &TEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
EXISTING MASONRY WALLS:
CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO
AND SHALL HAVE MINIMUM F'M OF 1500 P.8.1.
MORTAR SHALL CONFORM TO A&TMC -210 AND. SHALL BE EITHER TYPE M OR 6
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTMA-6I5. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR
30" FOR •6 REBAR AND 35" FOR '1 REBAR.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C06T OF
REPAIRS OR DELAY TO THE CONSTRUCTION
GROUT FOR THE POURED CELLS AND LINTELS SHALL. HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8" PLACED AT B TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
2000 P.S.I. ( WHEN TESTED PER ASTM C-1011 )
PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
SOIL TERMITE TREATMENT=
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDEB, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
SHALL STATE, (PER FBC R320.1)
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS INACGORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICE&
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
SECTION R320.I THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE 16ME
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.1.1)
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.)
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1.2)
BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT ( PER FBC R320.1.3)
A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
BE REQUIRED (PER FBC R320.1.4)
ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. (PER FBC R320.1.5)
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320.1.6)
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
SIDE WALLS (PER FBC R320.1)
AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
PER (FBC R320.8.3.)
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTION&, PAINT AND DECORATIVE
CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFESTATIONS (PER FBC R104)
EXTERIOR WINDOWS 4 DOORS:
ALL EXTERIOR WINDOWS t GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW A66EMBLIEO SHALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
ONDURA RIDGE CAP INSTALL
CC-L-n MAAl11CA,-TII2nCG 9%CL-/-ICI^A",0%V G
CUT THRU 5UILDING SECTION DETAIL.
NOT TO SCALE
PRODCUT CATEGORY
ALUMINUM
M (TYP)
;UCE TOP PLATES
STUDS m 1611 OC
PLYWOOD OR 1/1611 OSB
- PLATES AND 6" OC ON
VER WITH TYVEK HOUSE
IINYL LAP SIDING PER
°ICATIONS
2Xa P.T PLATE SECURED TO TOP OF
EXISTING BLOCK WALL WITH 112"X6"
REDHEAD EXPANSION BOLTS MINIMUM
24" OC
APPROVED PRODCUT LIST
STATE OF FL,
SUB CATEGORY MANUFACTURER APPROVAL
STRUCTURAL COMPONET
HIO
SIMPSON
FL
10456
STRUCTURAL COMPONET
LTT205
SIMPSON
FL
11496
STRUCTURAL COMPONET
LSTA36
SIMPSON
FL
10952
ROOFING
CORRIGATED ROOFING
ONDURA ROOFING
FL
40S1
TALLANT INC
ROOFING
WINDOWS
SOFFIT t FASCIA TRIM
EXTERIOR DOORS
WALL SIDING
EXTERIOR DOORS
030 FELT ATLAS ROOFING FL 11915.1
SINGLE HUNG PGT INDUSTRIES FL 239.4
FL 239,6
SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1
SINGLE SWINGING PLAST PRO FL 4164,1
VINYL LAP CERTAINTEED CORP FL 10421,1
GARAGE OVERHEAD ROLL UP DOOR FL 142.1
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
PLINGN8 AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
I6, SECTION 16M OF THE FLORIDA BUILDING CODE FOR 120 MPH
(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009
SUPPLEMENTS
-4- (it
T.L HANSON P.E. LICENSE NO. 38"4
P.O. BOX 1120, DADE CITY, FL 33526,
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Installing The First Sheet
On A Square Roof.
I . From the corner where the cave and rake meet, nicasure alcing
the cave 48 inches and mark.
2. From the corner of the rake and Fig. 8
the ridge, measure along the ridge
48 inches and mark.
3. Snap a chalk line between the3e
marks for sheet alignment.
4. To establish a drip -edge overhang of
all eave sheets, drive nails into the
corner rafters at either end of the
eave, and stretch a line between
them 1 3/4" out along the length of
the cave. Visually align each sheet gJ X I
of the cave row with this string for
a uniform drip -edge.
5. Starting at the cave/rake corner,
fasten the rake corrugation of the
first sheet of Ondura at each Pullin 60
up the rake (see Fig. 8 nailing pattern). Edges with X's are not
6. Now align the opposite edge of the nailed down until lapped
sheet with the chalk line. Nail in by adjoining sheets.
place (see Fig. 8) along the second
corrugation from the chalk line to allow for the side lap of the
next sheet. If using closure strips, install before nailing eave.
Finishing The First Row
Of Sheets.
You call now install the remainder of the first row.
I . From the first chalk line, mark off successive 44-inch spaces
along the cave. Do the same at the ridge. (The 44-inch distance
allows for a 1-corrugation side lap.)
2. Snap chalk lines between the cave and ridge marks for sheet
alignment.
3. Noting the nailing pattern in Figure 8, install the rest of the cave
row (see sidelap in Fig. 9).
Installing The Second Row
Of Sheets.
Fig. I I
For High Wind Areas -
Increase the number of nails used.
Place nails on every crown with rows 2,C
an center. Edge with X's are not nailed
down until lapped by adjoining sheet.
For Areas of
Extreme Wind -
Increase the number
of nails used. Place
nails on every
crown with rows I Z'
on center. Edge with
X's are not nailed
down until lapped
by adjoining sheet.
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Fig. 10 CAUTION: Be sure to
center endlaps on purlins
and center nails on
endlaps.
7" overlap i. . 1. 1.:. 1. 1. 1. 1. 1. .
1 L 111
3 1/2" !t��
Purlin -
-on Purlin
1 3/4"
overhang
The second row can be installed so that all side -laps tneet lower Installing Ondura Tile On A
sheets in the middle, or so that all side -laps line Lip fi-om row to row up
the slope of the roof to offiet the sidelap of one row frorn the other. New Structure.
To stagger the.sidelaps from row to row, begin the second row
with a sheet cut in half along its length (see Fig. 9). Be sure to cut On new buildings, Ondura riles install over solid decking of a
the sheet in its valley. Since the edge Of this first Sheet Won't line. up tninimum of 1/2" thick exterior grade o.s.b. or plywood (or thicker
with the chalk line of the first row, make a new line half a sheet's as required by Your local building code). Cover this deck with a
distance in front the rake. Now install the remainder of the second minimum 15 pound asphalt roofing felt (or heavier as i required by
row using full sheets and new chalk lines (every 44-) for alignment. your local building code) or ice water shield. Install dr p-edges and
Lap the lower end of the second sheet row 7 inches over the upper gable trim as desired or required. Seal the asphalt felt with roofing
end of the first row. And be sure the center of each lap is over the cement to all areas to be flashed. To check the sqUareness of your
center of the purlin beneath (see Fig. 10), roof visit our website for useful tips.
NOTE. For instruction on installing nhe ridge and other CA U110N.- Avoid installation when the material temperature is
installation tips, turn to page 7. below 35 OF.
Fig. 1 96'
Estimating
Ondura Sheets 21'
96 ft. length X IT 26.18 sheets.
,iTinches width/sheet Round up to 26.25 sheets per row.
21 ft. slope length 3.5 rows.
6 ft. per sheet row
F26.25 sheets/row X 3.5 rows/slope X 2 slopes = 183.7 sheets;
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184 sheets required.
Fig. 2
Estimating 15.5'
Ondura Tiles
40 ft. ridge length X 12" 10.9 tiles. Round up to 11.
44 inches width/sheet I I tiles per row.
15.5 ft. slope length 12.95 rows.
14 in. per tile row Round up to 13 rows.
1E, tiles per row, 13 rows X 2 slopes = 280 tiles needed for job.
Fig. 3
Now X7-, 7'ry
Re -roofing over roofing X.
09dura special order roofing panel
old metal deck
Roofing
felt
Re -roofing over Minimum 1 /Tplywood or i- boards
old metal deck
Ondura special order roofing panel
Old metal roofing
Storage At The Job Site. While stored at the job site,
Ondura sheets or tiles should remain wrapped in their plastic shipping
covers. Left outside and uncovered, damage can result from rainwater
trapped between sheets or tiles. Unwrap stacks as needed during
installation. Don't allow stacked sheets or tiles to get wet while stored.
Cutting Ondura Sheets And Tiles
Use a utility knife with a sharp blade to
cut in the valleys (See Fig. 4) parallel to the
corrugations using another sheet as a straghr
edge. For cuts across the corrugation use a
circular saw with a carbide -tipped blade
inserted in reverse. For a smooth cutting
surface, place a I" x 4- board
-along the cut line and slide your Scors in valley with A . lity knife,
saw along the board. Wear eye then flex sheet back and forth
protection when cutting. for a clean -edge break.
Drive Nails Correctly.
i CAUTION: Use only genuine Ondura nails for installing sheets and
tiles (tiles at eave and ridge only) (See Fig. 6). Other types of nails may
not provide sufficient
hold-down strength. Fig 5
Drive Ondura nails
only through the top of
corrugations. And drive Correct Incorrect /'In..,,.ct
perpendicular into -
ptirlins ... not at an angle, so the rubber washer is snugly in contact
with tile sheet (See Fig. 5). Don't overdrive or under -drive nails.
Slight hand pressure on a nailed down corrugation should not sepa-
rate sheet from washer contact.
a directly over old Fig. 6 1/16- diameter
supports to provide uniform support Ondura nails are available in a diamond head -
galvanized finish; or in a variety of 1/9'thick X 5/8- O.D.
painted finishes to match sheet EPDM rubber washer
colors. In highly corrosive environ-
Installing Ondura Sheets On ments, such as saltwater areas or In .136'diameter ring shank ------- 111- 3-
the vicinity of fertilizer storage, we
recommend using stainless steel nails. Rigid insulation up to
A New Structure. 1 1/2 inches thick can be put beneath Ondura by using 4'nails.
Use only genuine Ondura nails.
Oil new buildings, Ondura sheets install either over pLirlins Look for the distinctive nail head pattern.
(See Fig. 9) or over solid decking covered by roofing felt or ice water
shield (See Fig. 3). Over decking, simply follow these same instruc-
tions making sure decking is secure before nailing down sheets. Pulling Nails From Sheets.
We strongly recommend installing Ondura over solid decking for
all residential applications and buildings with interior ceilings. TO pull a nail from a shect, use a daw harnmer Fig.
and a 1 1/2" wood dowel or pipe. (This tech- 7
nique minimizes the chance of damaging the
I
Re -Roofing With Ondura Sheets. sheet.) Put, the dowel or pipe in the valley next
to the crown with the nail to be pulled. Then
Ondura works well as a new roof over an old asphalt shingle roof use the dowel or pipe as a leverage point for
Over roofs with a generally uniform surface, just install sheets using pulling the nail. (See Fig. 7).
nails long enough to penetrate I" into supports of decking beneath. Over
corrugated metal (See Fig. 3) or other irregular roofs, first install nail-
er strips using lumber spaced appropriately for the slope of the roof Repairing Holes.
24" O.C., then Jay Ondura sliects per instructions. Be sure that nailing
strips are properly securely to roof rafters. Repair nail -size holes by either filling with rubberized elasionteric
flashing cement/caulking; or coating the shank of a screw with rubber -
Applying Sheets Or Tiles To ized clastomeric flashing cement/caulking and screwing it into the hole.
For larger holes, carefully pull nails from damaged corrugations, then
Solid Decking Or Purlins. cut a hill -length sheet so that its wide enough to cover the hole, plus 2
corrugations on each side of the hole. Careffilly remove the nails from
Solid decking underlayment must be a minimum of 1/2" o.s.b. or die upper end of the sheet. Lap two corrugations on each side of the
plywood. Ptirlins must be at least I- boards. hole, and slip the sheet tinder the lap of the row above. Nail into place.
Re -Roofing With Ondura Tiles.
OndUra tiles make an ideal re -roof over both shingles (up to two
old roof layers) and metal roofing.
Over shingles, simply nail in place as you would a flew roof after
first removing shingle ridge and hip covers and repairing any rotted
or unstable deck.
Over flat, standing seam metal over a solid deck, simply flatten
the metal seams and proceed as if over shingles. Check local codes
for other dry -in procedures.
Over corrugated or irregular metal roofing, we recommend use of
Ondura sheets instead of tiles.
Drive Shingle Nails And
Ondura Nails Correctiv.
Drive shingle nails through the valleys 4 1/2" from the top edge Installing The Second Row.
of the tile so that the lapping tile covers heads. Drive perpendicular
into roof decking - not at all --. 1. Snap a chalk line (or pull a string line) 14" from the lower edge
angle - so nail head is snugly Fig. 12 Ondura nail of the first row of tiles (See Fig. 15).
in contact with tile. See Fig, 12. 2, Begin the second and all everi-nuiribered rows with a tile cut along
Do nor overdrive or underdrive in crown, a valley with a knife so diat this tile has only six crowns. Doing this
nails. You can also use a roof- staggers side -laps from row to row so there are never four Liles
ing nail gun; however, never thick at any point,
use a staple gun. 3. Place this six -corrugation tile flush with the take edge, butting the
Use only genuine 3" Ondura chalk line snapped on the first row. This will give You an even expo -
nails to drive through corruga- sure alone the roof.
tion crowns at the eave, through
4. Nail this tile in
ridge cap at corrugation crowns,
place and install
and at the lower corners and
Shingle
tile remainder of
center of end lap of each tile
nail in
the second row
to protect against wind lift.
valley.
using full tiles.
See Fig. 13.
5. Continue installing
rows on both sides
Installing The First Tile
of roof until reach -
ing the ridge.
r%
N01 With wq�
Fig. 14 For high wind areas,
R)ofin Felt
z 4 Z
X X X X -X-X-x �,X4�';-�;�-J,
x
/* How I
Ix X,
0 = Shingle nail I
valley under lap
X = Ondura nail in corrugation crown
AwL 175guare nOOT.
valley, alwaysjlash the va&-
yfirst, then workfrom the rake edge to the valley.
1. From the corner where the eave and rake meet, measure along
the eave 48 inches and mark.
MINIM
2. From the corner of the rake and the ridge, measure along
the ridge 48 inches and mark.
FLASHING
3. Snap a chalk line between these marks for tile alignment.
4. Now You call install the first tile with a 1.75" overhang. Starting
at the rake edge of the tile, nail down the first corrugation so that
this edge is aligned with the rake.
5. Place a closure strip between the tile and drip -edge and nail tile
Small Pipeflashing Accessory
in place with barbed roofing nails (4 1/2" from top) and Ondura
nails (through closure at eave). See Fig. 13 nailing pattern.
(1 2-X 12- Flat Center).
Check cave alignment to insure installation is straight.
The sniall pipeflashing accessory can be used fOr cold pipes LIP to 10"
in outside diameter or for hot pipes with a maximum of 6" in outside
Fin-ishing The First Row Of Tiles.
diameter. To install, line up die corrugations of die accessory widi those
of the Oridura sheet so the pipe to be flashed will come through the
1. From tile first chalk line, mark off successive 44-inch spaces
center of the accessory. Cut a 15" x 15" square hole in the Ondura
sheet so the accessory will nest well. Apply two beads of rubberized
along the eave. Do the same at the ridge. This distance allows for
a one corrugation side lap.
elastorrieric flashing cement/caLlIk around the square hole before
2. Snap chalk lines between the eave and ridge marks for tile alignment.
3. Now lap the second tiJe one corrugation over the first, fastening
placing the accessory.
Cold Pipes: Cut a hole in the center area of the accessory to fit the
pipe. Insert the pipe. Slip an Ondura pipe flashing boot with rubber
it as you did the first one.
4. Continue fastening tiles until you are five tiles from the end of the
collar over the pipe, caulk the boot to the flashing accessory and then
fasten it to the accessory with sheet metal screws.
cave row. Lay die last five into position to see if You have a tile valley
flush with the rake, If you do not have a valley flush with the rake,
Hot Pipes: Cut a hole in the center area of the accessory that is
2" bigger all around than tle hot pipe. Install the hot manufac-
shift all five unnailed dies leh or right until you have a Valley flush with
the rake. Fasten these tiles in place Arith closure strips beneath cave edge.
pipe
turer's boot with caulk and sheer'nietal screws. Then install the pipe
manufacturer's storm collar per their inscructions.
Finishing Up: Fig. 16
Cut a full-sized Small
Ondura sheet to a Pipeflashing
sevell-corrugation
Ondura
width. Cut an
opening 20 inches Sheet
deep front the Exploaded view Ondura
0
of molded base Pipeflashing Boot
bottom edge of the pipeflashing Molded Base pipe
sheet and three accessory
in Flashing Accessory
corrugations wide. stallation
Fit the sheet over the Ondura
flashing accessory so Sheet
that it will cover the
top and both side
corrugations. This
sheet should fit
directly over the sheet to which the accessory is applied, be caulked to the
accessory, and its upper end should be under the lap of the next higher
row Of Ondura sheets. Fasten with Ondura nails (see Fig. 16).
Fig. 18
Inside closure
Use elastomeric caulking at all
strip p ant
flashing joints and closure strips.
Deck
Ondura
of
Closure
Ondur
purlins
strips
Nail
Outside closure
strip under flashing
Purlins
Flas ing
Flashing
Fig. 19
Sidewall Sidewall covering
SIdewall
Sidewall covering
Flashing Fastener
Flashing
Ondura
Closure under flashing
Ondura
Deck of purlins
D
tener
purlins
Fig. 20
Sloping rafter Fig. 21
Large Pipeflashing Accessory
(20k20- Flat Center). FINISHING
'File large pipeflashing accessory can be used for cold pipes up to
18 inches in outside diameter or for hot pipes with a maximum of
14 inches in outside diameter. To install, line up the corrugations of
the accessory with those of the Ondura sheet so the pipe to be flashed Handling Hips With Sheets or Tiles.
will come through the center of the accessory. Cut a 23" x 23" square For hips, sheets or riles from either side must meet to support hip cover
hole in the Ondura sheet so the accessory will nest well. Apply two (an Ondura ridge cap). Framing should also be in place beneath and
beads of rubberized elastomeric flashing cement/caulk around the near enough to the upper ends to receive nails securing the hip cover.
square hole before placing the accessory. Snap chalk lines on each side of hip to mark area of hip cover. Then
Cold Pipes: Install the same as the small pipeflashing accessory. cut closure strips in two corrugation pieces and using rubberized elas-
Hot Pipes: Install the same as the small pipefla-shing accessory. tomeric flashing cement/caulking, caulk in place a two corrugation
Finishing Up.- Cut a hill -sized Ondura sheet to a nine -corrugation overlapping pattern (Fig. 30 or 31). InstA hip cover with 7- end laps. To
width. Cut an opening 27 inches deep from the bottom edge of the sheet achieve a tile effect, either buy ridges cut to tile or cut ridges to 19 3/4".
and five corrugations wide. Place the sheet over the flashing accessory so
that it will cover the top and both side corrugations. This sheet should fit
directly over the sheet to which the accessory is applied, be caulked to the Installing The Ridge On A Sheet
accessory, and its upper end should be under the lap of the next higher Or Tile Roof.
row of Ondura sheets. Fasten with Ondura nails (see Fig. 16).
Install all sheets or tiles on both sides of the roof before laying the
Valley Flashings. ridge. At the ridge, the upper ends of sheets or tiles should be no more
than I two inches apart to support the ridge cap (Fig. 22, 27, 28 or 29).
For valleys, install a minimum 24-
wide metal valley flashing. Cut
sheets or tiles at an angle to fit the
valley; then turn over, and on the
undersides along the valley edge,
caulk two corrugation pieces of
closure strip in an overlapping
pattern (Fig. 17). Then put a 1/2-
bead of caulking on the flat side of
the closure StViDs and on the sheet
Don t nail down the upper ends yet. They're Secured with Ondura
nalls when the ridge cap Is nailed in place. Ondura ridge caps are avail-
able in two widths to cover a wide range of building applications.
Place the first ridge cap at the end of the ridge away from the
prevailing wind, allowing it to project out three to six inches from
the ridge end. Insert closure strip, then drive Ondura nails through
ridge piece, closure strip, and every crown of underlying sheets or
tiles. Now cut in three to six inches along the crown of the portion
of ridge. cap projecting out from
ie end. rold clown resulting
between the closure strips. Turn sheets or tiles right side up, careful- flaps for a weather guard.
ly lay in place so caulked closures seat on flashing, and nail in place. Position subsequent ridge
caps with a 7" end lap.
Slope Changes. To achieve a tile effect, cut
ridges into fourths and install
See Fig. 18 and 19 for Ondura installation at a slope change. in the same manner as full
Flashing width should be increased as slope differences increase or sized ridges with a 7" end lap.
whenever water build-up on the lower slope can be substantial.
Sidewall Flashing. 9ndura Sheets As Siding.
As siding, Ondura sheets are installed either vertically over girt framing
See Figs 20 and 21 on how to flash when OndUra roofing meets or horizontally over studs. Short common washered nails can be used
a sidewall. in valleys. Always use 3" nails in side -lap crowns. In both applications,
24 inches is the maximum suggested Support spacing.
Easy Maintenance.
Ondura sheet and tile roofs are easy to maintain. Over a period
of years, weathering will age your Ondura's roof coating. So you'll
want to give your Ondura roof new life by repainting. First, sweep
dirt and loose debris off vour roof. Then either brush or svrav with
acrylic latex or another top quality 100% acrylic latex exterior paint. Planning For Ventilation.
Caution: Do not steam clean or use pressurized cleaning equip-
ment oil Ondura roofing. All roofing requires ventilation. It's a false economy to ury to
conserve heat in an uninsulated building by closing off ventilation
openings. That's because poor ventilation can cause severe, conderisa-
Ondura Tile Rake Trim. tion problems and dripping, which in turn can cause deteirioration
of roof framing and covering materials.
Bring rocifing felt I" to 1 1/2" over the edge of the rake board. Snap See Figs. 24-28, for suggestions oil how to take advantage of
a chalkline 4" from the top of the rake board. Cut one -corrugation Ondura's corrugated design and Ridgeline Ridge Vents and Ondura
lengths from an Ondura tile. Make certain to cut in a straight line in Ventilated Closure Strips to assist ventilation.
the valley. Starting at the eave/rake corner, lay first tile, not securing NOTE: The flexibility of Ondura sheets and tiles may lead to
take edge. Nail the side portion of the one -corrugation strip under misalignment or "spreading" if care is not taken to keep sheet and
the rake edge of the tile, securing at bot corners w ere strip all ti e ciles at nominal width (48") during insta ation.
meet. Nail the other
side portion of strip at Fig. 23 Walking On Ondura Sheets.
each corner to the rake
board, aligning with Ondura Installation of roofing materials can be dangerous. The reladve amount
the chalk line. Finish tile of danger is increased by the height from the grousid, increasing
pitches of
installing first row of the roof slope, inclement weather conditions or other factors. %Ve strongly
ide. Continue installing recommend anyone installing Ondura or working oil a roolf in any
rake edge trim with first manner take all precautions possible to insure their personiAl safety.
tile on each row. Make When walking on nailed -down Ondura sheets wear soft -soled shoes
certain to use genuine Fascia A and walk oil Lop of purlins only, placing feet across corrugations.
Ondura nails wherever Ondura is more pliable in hot weather; less pliable in cold weather.
nail head is exposed I Pc. corrugation Always use care in walking on Ondura or any other roof.
(See Fig. 23 & 25).
Fig. 24 Ordure ridge cap
Ridgeline ridge vent
Solid closure stri
Ondura
Air ridge
closure strip
!Use tventedR
at the save
Wood or metal rake trim
Ondura
'-�:'!-Purlin
End
rafter
Air Rake
Fig. 25 Ondura Fascia
Air
Screened or
Fig. 26 slotted opening
_J
Fig. 27 Standard ridges cap installation
Minimum F Maximum 7'
7-
Solid Ondura sheet
closure
strip Ridge cap
cap
Solid Ondura
closure
strip
Felt
Plywood
Put a nail through ridge cap
Fig. 28 at every corrugation crown.
Ridges cap at gable end.
Fold down
flaps on and
Fig. 29 of ridge cap.
Fig. 30 1
Finished hip
installation
Fig. 31
-:7
Hip ridge,
cap
-7
2-Corrugation pieces of
solid closure strip
'Accessories Pipeflashing And Boots.
Available it)
two sizes to acce
mageline Ki geO Vent.
Ridgeline is the ideal product for
achieving balanced air flow throughout
the attic area, which helps eliminate
moisture, reduce energy costs and increase
roof life. What's more, the Ridgeline vent
is practically invisible once installed.
Note: When installing Ridgeline Ridge
Vent under Ondura Ridges, you must
a wide range of
hot or cold pipes.
The pipeflashings
install easily with
one of Ondura's
new thermoplastic
pipe boots. The
small size measures
12" x 12- flat center.
use Ondura Narrow Ridge Caps (79' x 12 1/2-), and Ondura 4- nails.
The large measures
20" x 20- flat center.
Ridge Caps.
Now available in two widths.
Narrow Ridge Caps, ideal tbr residential
use, measure 79" long x 12 1/2" wide.
For farm or commercial use, wider
Washered
Ondura ridge caps measure 79' long x
19" wide. Both widths are made from
Nails.
stainless steel nails are required.
Fire Rating.
Ondura special order shects arc available with a class "C" lire raung.
For additional tips, such as installing Ondura
ventilation system. _T Care roo1r.-C-Minnney flashing, and
additional helpful illustrations, see our website at:
Ondura Skylights For Use With Sheets. www.tallantinc.com or call: 1-800-777-7663.
Ondura Lranslucenr-whire fiberglass skylights are not recommended for No statement in this literature should be construed as a
residential applications, but are an excellent source of natural lighting for warranty claim. For an Ondura warranty, please contact the
agricultural and commercial structures. Ondura skylights are manufactured
with the same dimensions and corrugations as the Ondura roofing sheets. customer service department at the address listed below.
Nail holes must be pre -drilled 1/8" larger than the nail to allow for weather-
ing exparision/contraction. Follow the suggested Ondura sheet nailing pat-
tern. \yAicrever one skylight panel laps with another, we recommend use of
a clear mastic such as silicone sealant, and the use of grornmet fasteners at
,side laps between purlins. Wherever a skylight panel laps with a regular Meets EPA recycled -content recommendations Under the
Ondura sheet, we recommend the use of rubberized elastomeric flashing k%,,omprchensivc Procurement Guidelines.) ondura
cernent/call1k. is listed as a recommended product on the Environmental
Protection AgcnLy website.
THE NEW WAVE IN ROOFING
OFIC North America Inc. phone: 800.777.7663 email: info@ondura.com
4900 Ondura Drive
Fredericksburg, VA 22407 International: +540.898.7000 web: www.tallantinc.corn
fax: 540.898.4991
0 20 10 011d,jrs is a egiste,ed trademaik of OFIC North America Im.
rhe same material as Ondura sheets and
cover 6 feet of ridge or hip will, a 7" They're galvanized or painted to triatch sheet colors,
overlap (Also available in Ridge tile.) ring shariked, and come with a large EPDM rubber
washer assembled, 3' standard length. 4" length is
Lightweight and easy to install. Use alone or with Ridgeline Ridge Vents. available for use over rigid insulation. III high corrosion
conditions near salt water or in fertilizer applications,
Glosur -Strips.
Available in two styles: Vented and
Solid. Use Ventilated Closure Suips at die
cave to improved airflow beneath the cor-
rugations. Use Solid Closure Strips in all
the valleys, hips and wherever a water-
tight seal is required. Also use Solid
Closure Strips in conjunction with
Ridgeline Ridge Vents for improved
7
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INSTALLATION
INSTRUCTIONS
COIL -AWAY
Series 600 Face Mounted
STANDARD
COiL-.AWAY DOOR
COIL -AWAY••••
WITH H••s�
�►
F I t"Ti I.,
READ COMPLETE INSTRUCTIONS BEFORE INSTALLING DOORS
A sample of the "INSTALLATION DATA" sheet is shown below.
Factory order number on door components must match with factory order number on the "INSTALLATION DATA" sheet.
Each door has individual "INSTALLATION DATA" sheet,
L
Page Dace
• W O R K O R D E R
W.O./Parent. WO ••••.....• • . • ..• • . • • ..••....•.. Plant. . . 17
Raleted BO Lot I. .
Item Number. N.10" s Qty. Start Dt Reg D.
Customer Job. Draaing P. CONFIGURED
Statue . . . FAX: Pty. Type P.O. N .
WALL OPENING : WIDE x HIGH PRDCT, BLAT T GAUGE : WINDLOAD 20
GUIDE TYPE . GUIDE ENTRY '1-YPE DRIVE SIDE DRIVE ND.
BOTTOM BAR TYPE: BEAR MAIL-= VARINI6DOOR MOUNT : WALL MOUNT . _TI BEAR WEATHERSTRIP
«•DOORSSRIBS:••• ,,���"�ABB:/COLOR♦.•• • ♦••••.••a.••••a.a.aaa••..•... ••.... • WtDVBTA•...............................
.....•a.................• ......
�LATION DATA: ---
DOOR SERIES :
WALL OPENING WIDTH WALL O G NB N GUIDE TYPE B REFERENCE HAND DRIVE OPBRATION TYPE
-•---------------------------------------- -----------•--- ---_- -• --• -- -------------- -------__----------------------
INITIAL TOTAL RELEASE DRIVE NO. CURTAIN/BOTTOM .11 T. COUN'raR ALANCE "EIGHT
TURNS___ _TURNS TURN .._..________________ -___-________•-___I
----------•- ---------- -----
GUIDB GUIDE MOUNTING
GAP CONFIG
. . . . . . . Meeeag,.■ . . . . . . . . . . . .
VERIFY THAT THE DOOR INSTALLATION can be accomplished before proceeding:
• Locate the work order "INSTALLATION DATA" sheet inside the door hardware box.
• Does the wall opening match the Opening Width and Height shown
on the "Installation Data" sheet and Figure 1?
• Are the guides you received suitable for the jambs? Compare the guides
type shown on the "Installation Data" sheet wellh Figure 2.
• Can the guides be installed plumb?
• Check the sill for level. If sill is not level, mark the high sill location on the low side jamb.
• The factory order number on the curtain and guides must match,
Header
I• — Opening width
FIGURE
UR 1
STANDARD GUIDES WINDLOAD RATED GUIDES
Masonry Jamb Wood Jamb Steel Jamb
Dimension
Location
Steel
Steel Jamb Wood Jamb BuNdings Masonry Jamb
FIGURE 2
NOTE: When steel jamb does not extend above the opening, use two thru-bolts to
fasten each wall angle above the opening. See Figure 3.
NOTE: Jamb fasteners shown In table below are supplied with doors that have a
specified windload rating. The door installer must provide fasteners for doors that
do not have a specified windload rating.
JAMB
FASTENER
DRILL SIZE
FASTENER SPECIFICATIONS
Steel
3/8" Self -Tap Screw
11/32" Dia.
Steel Iambs 3/16" thick recommended
Concrete
Filled Block
3/8" Expansion Soft
318" Die.
Drift holes at least 3" from lamb
corner per Instruction 307390-0001
Unfilled Block
3/8' Thru Bolt
7/18" Dia.
Install 3" O.D. steel washer
on opposite side of wall
Wood
3/8" Lag Screw
1/4
" Dia. Drill hole 3" deep
STEP 1 INSTALL GUIDE ASSEMBLIES '
• Locate the guide assemblies such that "S" dimension exists between the guides
as shown in Figure 2. 're "'
• The "S" dimension is shown on the "Installation Data" sheet.
• Both guides MUST be on a level line and both guides MUST be plumb. FIGURE 4
• The "S" dimension must be held within 1/8" over the entire height of guides.
• Doors that do not have a specified windload rating may be plug welded to steel
jambs or attached with fasteners provided by the installer. See chart above. - -
MASONRY JAMBS
Hold "Z" guide against wall and drill mounting holes through the slots using drill -
size shown below. Install jarnb fasteners on one guide. Recheck "S" distance and
level, and continue with Installation. o -
STEEL BUILDING -Screw Attachment Option
Hold "E" guide wall angle against steel jamb and drill holes through the slots using collar
drill size shown below. Install all jamb fasteners on one guide. Recheck "S" distance
and level, and continue with installation.
STEEL JAMBS -Weld Attachment Option for Doors with Specific Windload Rating FIGURE 5
Hold one "E" guide against steel jamb and tack weld In place using electrodes E6010 or
E6011 and recheck "S" distance before proceeding. Fillet weld both sides of guide wall _
angle to steel jamb. Fillet size to be equal to the angle thickness and 2" long and spaced
at 12" O.C. Figure 4 shows guide and jamb cross section with addtional welding details.
STEP 2 ASSEMBLE DRIVE AND TENSION HEADPLATES - For Standard Coil -Away without hood: _
• Install bearing assemblies on both headplates In shaft hole farthest from the wall. 0
• Install bearing on OUTSIDE of tension headplate which has Tension Headplate
Labels on it. See Figure 6. Right hand drive shown, left hand opposite. --
• Install bearing on OUTSIDE of of drive headplate. See Figure 5.
For Coil -Away with hood: FIGURE 6
• For wall openings less than 11'-0" x 11'-0" install the bearing assembly on the
OUTSIDE of the drive headplate in the hole near the wall. - -
• For wall openings over 11'-0" x 11'-0" install the bearing assembly on the
OUTSIDE of drive headplate In the hole farthest from the wall. See Figure 7.
• Bolt the tension stop to the tension headplate as shown in Figures 8 and 9.
set
collar
0
FIGURE 7
TENSION END BRACK�j
BOLT, ROUND HEAD
STOP TENSION • NECK 3/9" x 1-1/4"
LOCKWASHER 3/9° i
0
NUT, HEX 3/a FIGURE 8
i
a t Gr a lush I It- T t1AHt-itL A55EM131LY DRIVE AND
TENSION ENDS
Right Hand Drive shown in Figure 10; Left Hand Drive is opposite.
Look for an "R" for Right Hand Drive and "L" for Left Hand
Drive stamped on the end of a shaft. Note that the push-up
barrel with thru shaft turns at both ends; tension end has "M"
size hole for pin and drive end is not stamped or keyed.
STEP 6 INSTALLATION OF CURTAIN: See Figure 12.
• The Sling Method is recommended because rolling the curtain
onto the barrel assembly on the floor can cause curtain damage.
• Suspend the curtain below the barrel on two or more slings or
ropes rated for the weight of the curtain shown on the "Installation
Data" sheet.
• Center the curtain between the headplate brackets with pinned tension
wheel against tension headplate.
• Fasten the top slat to sling/rope and rotate the barrel to bring the top
slat into place for attachment to the rings or to the pipe.
• Attach top slat to the pipe with #10 tek-•screws at 24" on centers with
washer under head of the screws.
• Attach top slat to rings with 3/8" round head Torx screws and washers
under head of the screws. See Figure 13.
• DO NOT strip screw threads.
• Coil the curtain completely on the barrel.
7Rapidlyg curtain could result in death or serious injury. Usend locking pliers on both guides to keep curtain in theuntil spring tension is applied to the barrel assembly.
STEP 7 COMPLETE CURTAIN INSTALLATION FI
• Place locking pliers on L.H & RH guides about 3 inches below
the top of the guides.
• Create enough slack in the slings or ropes so the curtain can
be lowered into the guides and rest on the locking pliers.
• Thread the bottom bar onto the bottom slat, and crimp the
curl on the bottom bar inside the notch at each end of the slat
• Feed the bottom bar and curtain into the guides to rest on the
locking pliers.
STEP 8 LOCK THE DRIVE by one of the options below:
• Clamp locking pliers on the drive shaft with the end of the
pliers against the wall.
• Install sprocket and key on drive shaft and clamp locking
pliers on sprocket with the end of the pliers against the wall.
STEP 9 INSTALL CURTAIN STOPS on the bottom bar
so they are under the headplates. See Figure 14.
STEP 10 Attach the tension headplate label on tension heaciple
when labels are in the hardware box. Verify Initial turns on the
Door Installation Data sheet.
Tension wheel is under high spring tension and could spin
rapidly which could result in death or serious injury. Door
must be open when adjusting spring tension. Use two winding
bars 112" diameter steel rod, 2 to 3 feet long.
BARREL A_S_SEMBj y
TENSION END
DRIVE END
BEARING •^
KEYWAY
jZ WELD
J
Io ATING SHAFT
RIGID
VITH PINHOLE FIGURE 10 SHAFT
1R KEYWAY
_ DRIVE
Counterbalance damage could allow curtain to close------
.—
rapidly which could result in death or serious injury. A _
right hand drive headplate must be used with right hand
barrel assembly to prevent damage; left hand drive head- PIN
plate and left hand barrel must also match.
I TENSION ,TENSION WHEEL
ENb SHAFT
STEP 4 BARREL AND HEADPLATE BRACKETS FIGURE 11
• Slide drive bracket onto the barrel drive shaft and slide the
tension bracket onto the barrel tension shaft.
• Install a set collar on drive shaft on outside of drive headplate. See Figures 5 and 7.
• No set collar is required on tension shaft because the tension wheel must rest against tension headplate bracket.
• Secure tension wheel to tension shaft using a pin as shown in Figure 11. The pin must fully engage the tension wheel
which is against the tension headplate bracket. See Figures 6 and 9.
The use of electric operator during installation of the door could result in death or serious injury. Do not connect power
to electric operator until door Installation is complete including hood and covers.
CAUTION: Use proper lifting equipment and correct lifting procedure to avoid injury.
STEP 5 LIFT HEADPLATE BRACKETS AND BARREL AND BOLT THEM TO GUIDE WALL ANGLES
• Use hex bolts and nuts to fasten headplate brackets to the OUTSIDE of the guide wall angle.
• Bolt heads must be on the inside of the guide wall angle.
• Headplate brackets must be square to the wall.
• Secure the barrel and curtain between the brackets with the tension wheel against the tension bracket.
IF CURTAIN IS WRAPPED ON BARREL., SKIP TO STEP 7. CURTAINS UP TO 12' X 12' ARE NORMALLY WRAPPED.
ROPE
FIGURE 12
GURE 13
STEP 11 APPLY INITIAL TURNS —Right hand drive shown, left
hand opposite.
• Wind Tension Wheel in the direction shown in Figure 15.
Apply the Initial Turns shown on the tension headplate decal
and on the "Installation Data" sheet.
• Refer to Figure 6. Insert tension pin through hole in the flange of
standard headplate bracket and into hole into tension wheel. Note:
If headroom is limited above the standard headplate, insert tension
pin into tension wheel and allow wheel to rotate until pin resets
against the headplate flange.
• Refer to Figure 9. Insert tension pin into hole in tension wheel
and allow wheel to rotate until the pin is against tension stop.
STEP 12
• Remove drive shaft lock procedure installed In Step 8.
• Remove slings or ropes.
• Remove the locking pliers from the guides.
• Complete drive shaft installation per Figure 16.
STEP 13
• Clear the opening below the door.
• Close and open the door five (5) times and evaluate the
tension adjustment.
• A rolling door should snap into the head and barely tend to
rise off the floor. It will also fall through the middle of its height.
• Large doors may require a 35 Ibs, pull to raise with hand chain.
A chain pull of up to 35 lbs. is permissible.
NOTE: Instruct customers to use both hands to control
both hand chains during the closing operation.
STEP 14 ADJUST TENSION WITH DOOR IN FULLY OPEN POSITION
• Use two winding bars to adjust tension one notch at a time to increase
or decrease torque as required.
• Use locking pliers on guides during adjustment process.
STEP 15 FINAL CHECK to be completed before installing the hood.
• Verify through entire travel of the door that the endlocks or windlocks
on the end of the curtain are not rubbing the headplate brackets.
Operate door several times to check for problems.
• Check that the bottom bar is level in full down and full up positions and
that curtain Is not binding against back of guide.
• If curtain is level at bottom and not level at top, put shims between curtain
and barrel on the low side.
• The guides may be lubricated with a paste wax or silicone spray.
DO NOT USE GREASE.
• Verify good mechanical connection and tightness of fasteners,
e.g., guides headplates, set screws and roller chain link.
STEP 16 HOOD INSTALLATION
• If hood supports are provided, snap a line across top of headplate brackets on
the wall. Measure length of hood sections and locate hood support so the hood
splice will fall on center of support.
• Attach hood to hood bands on headplate brackets (and to supports If provided)
by drilling a 7/32" hole through hood and blind. Then secure with 1/4" dia. x 3/8"
long self -tapping screws (four per bracket and four per support). See Figure 17.
STEP 17 PRODUCT SAFETY INSTRUCT11ONS
The door installer has the following responsibilities:
• Find labels in hardware box.
• Attach Product Safety Label 301603 as directed on label.
• Attach Hand Chain Safety Label 308126 to wall at eye level adjacent to hand chain,
when applicable.
• Demonstrate to the door user the correct way to control the closing speed of the
rolling door with crank, hand chain or push-up operation; show that two hands
should be used to control the hand chain.
• Inform the door user about the following requirements from ANSI Z535.4: "Product
safety labels should be periodically Inspected and cleaned by the product user as
necessary to maintain good legibility." The product user should order replacement
safety labels from the door manufacturteir as required to maintain legibility.
• Electric operators must be installed on Ilhe door in accordance with the instructions
from the manufacturer of the operator.
• Doors with sensing edge must have Safety Label 607873 attached to the bottom bar
and at eye level on the drive side guide or jamb.
Sensing Edge can
AWARNING fall without indication
which could cause
death or serious injury.
Test operation daily. enRe7s
STEP 18 LINTEL INSTALLATION
• If lintel baffle is required, install baffle using 1 /4" fasteners suitable for type of
wall material (wood, masonry, steel). Install per Figure 18 with brush aligned
with centerline of coiled curtain.
STEP 19 CHAINKEEPER
• Attach to wall or door guide assembly. Instruct door users to wrap hand chain
as shown in Figure 19.
FIGURE 16
rl�Ynlr 10
AWARNING
rk
MOVING door could
result In death or
serious injury
Do NOT close door
until doorway Is clear
INSTRUCTIONSSAFETY
1. Control the closing
speed of crank, hand
chain or push-up
operated doora.
2. Do NOT stand or walk
under door while door
Is moving.
3. Keep doorway clear
and In full view while
operating door.
4. Do NOT allow children
to operate door.
5. Unlock door before
opening door.
6. Motor operated doors
with sensing edge
should be tested
frequently.
7. Doors that do not open
or close must be re-
paired by B trained
door system technician.
Place lebel at a readable
height on door drive akin
guide orIwnb.
Do NOT remove, cover, or
palnl over label.
Product user should kEpecl
lhIs label periodically for
Iegibill y, and should order ■
replacement label hum the
door manulacturer as needed.
craw
t
C
u
i M
Qo
I �n
�N
i RI,
J U��
G U.
m
D
in 0 r
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
A:k Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT Evaluation Report C10040.04.09
CertainTeed Corporation FL12483
803 Belden Road Date of Issuance: 04/28/2009
Jackson, MI 49203
SCOPE:
This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations
governing the use of construction materials in the State of Florida. The documentation submitted
has been ct described
e reviewed
Rhenrt Nieminen,
been designed to complyw h the 2007 Florida Building duct under the Florida Building
ng Code.
Code
The product
sections noted herein.
DESCRIPTION: CertainTeed Vytec Vinyl Siding Systems
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated"
may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then
it shall be done in its entirety.
INSPECTION: pon or tsst, a copy distribut distributors this and shall be avuation Reprt shall be ailable I ble for inspection provideat then job is teuat by
the manufacturer
request of the Building Official.
This Evaluation Report consists of pages 1 through 3, plus a 2-page Appendix.
Prepared by:
i* c
C ; The facsimile seal appearing was authorized
'-P% , r pt.,; rrty by Robert Nleminen, P.E. on 04/28/2009
9. 9 �.
+y�.a.,"et v ,C! r_ This does not serve as an electronically signed
.r�yt$^ A, „^`.'' document. Signed, sealed hardcopies have been
Robert 3.M. Nieminen, P.E. ',J�MON� �r;:•'X' transmitted to the Product Approval Administrator and
Florida Registration No. 59166, Florida DCA ANE1983 to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does It intend to acquire or will it
acquire, a financial interest in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company
manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in
the approval process of the product.
PANEL WALLS - SIDING EVALUATION:
1. SCOPE:
Product Category: Panel Walls
Sub -Category: Siding
Compliance Statement: Vytec Vinyl Siding Systems, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the Florida Building Code through testing In
accordance with the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section property Standard Year
1404.9, 1405.13 Specification ASTM D3679 2005
3.
4.
REFERENCES:
Examination
Reference
Date
Entity
ATI(TST1558) ASTM D5206
01-37056.01
04/14/2000
ATI(TST1558) ASTM D5206
01-45281.01
05/23/2003
ATI(TST1558) ASTM D3679
VSI Certification
Current
RADCO (TST1987) ASTM D5206
RAD-2095
09/01/1998
RADCO (TST1987) ASTM D5206
RAD-2251
05/01/1999
RADCO (TST1987) ASTM D5206
RAD-2366
11/01/1999
RADCO (TST1987) ASTM D5206
RAD-2660
11/01/2000
ATI (QUA 1844) Quality Control
ATI QA Program
04/24/2009
PRODUCT DESCRIPTION:
This Evaluation Report covers rigid polyvinyl
chloride (PVC) siding produced by CertainTeed Corporation
In a variety of profiles and surface textures
/ colors. This evaluation
is limited to the specific product
trade names referenced in this report subject to the Installation
Requirements and Limitations /
Conditions of Use herein.
Brand
Vytec
Product
Accord 8
Profiles
Sin le 8
Thickness
0.045"
Accord Premium
D4.5 D4.5DL
0.042"
Accord Premium Plus
D4.5 D4.5DL D4.5DL
0.044"
Accord Standard
D4 D4DL D4.5DL
0.040"
Board & Batten
Sin le 6.25
0.044"
Eminence
134.5 D4.5DL
0.046"
Nantucket
D4 D4DL D4.5DL D5
0.040"
Prestige
D4.5 D4.5DL D5DL
0.044"
Proside
Bevel 8
0.045"
Proside
D4 D4.5 D4.SDL
0.042"
S. LIMITATIONS:
5.1 This evaluation report is not for use in HVHZ.
5.2 Vinyl Siding is limited to Type V construction
5.3 Limitations relating to wind load resistance are outlined In Appendix 1.
5.3.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 11/2" long (min. 3/4-inch
penetration) x 0.125" shank diameter x minimum 3/8" head diameter galvanized roofing nails.
5.3.2 Unless otherwise noted nails shall engage the stud framing members.
Exterior Research and Design, LLC. Evaluation Report C10040.04.09
Certificate of Authorization #9503 FL12483
Date of Issuance: 04/28/2009
Page 2 of 3
5.3.3 Use of the wind load performance worksheets is limited to wall height less than or equal to 30
feet on Category II, enclosed buildings. For buildings having conditions in excess of these
parameters, a qualified design professional shall determine design pressures in accordance with
FBC Chapter 16 on a project -specific basis for comparison to wind load resistance data In
accordance with ASTM D 5206' and Annex Al of D 3679".
5.4 All products in the wall assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 98-72.
6. INSTALLATION:
CertainTeed vinyl siding systems shall be installed in accordance with ASTM D 4756 "' and
recommendations of the Vinyl Siding Institute1v, subject to the Limitations / Conditions of Use noted in
section 5.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 96-72 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
Architectural Testing (QUA1844)
(717)764-7700
4'VIN4V.riI Cht�5t.C(7t11�V�i_
- THE TWO -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
D5206-96(2002)e 1, Standard Test Method for W ridlood Resistance of Rigid Poly(Virryl Chloride) (PVC) Siding, 0 ASTM,
D3679-05. Standard Specification for Rigid Pofy(Vmyl Chloride) (PVC) Siding, 0 ASTM.
D4756-06, Standard Proake for installation of Rigid Pofy(Viny(Chloride) (PVC) Siding and Soft, 0 ASTM.
"Complete information on the Vinyl Siding Institute can be found at Nueva .yir.ylsislui:9i'8
Exterior Research and Design, LLC.
Certificate of Authorization #9S03
Evaluation Report C10040.04.09
FL12483
Date of Issuance: 04/28/2009
Page 3 of 3
FLORIDA WIND ZONE COMPLIANCE WORKSHEET, h < 30 ft. Category 11, enclosed
F8C Section 1404.9, 1405,13, ASTM D3679-OS
VYTEC
Wind Speed (mph) 3-second gust
a
ill
e
Product
Profile
Max. Nall
Spacing
NallEngage
Design
Pressure
(psf)
90
100
110
I
120
130
140
ISO
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Accord 8
Single 8
16" o.c
Studs
80
OK
OK
OK
OK
OK
OK
OK
End
Zone S
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
NOOK
WC
OK
OK
OK
OK
OK
OKOK
OK
OK
OK
OK
OK
OKInterior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Accord
Premium
p4.5, D4SDL
Ib" o.c
Scuds
78
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
NO
NO
D
OK
OK
OK
OK
OK
OK
OK
e
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
04.5, D4.5DL
16" o.c
Studs
144
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
OK
D
Accord
Premium Plus
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
C
InteriorOK
Zone 4
OK
OK
OK
OK
OK
OK
NO
D
D5DL
16" o.c.
Studs
70
OK
OK
OK
OK
OK
OK
OK
B
End
OK
OK
OK
OK
OK
OK
NO
C
Zone 5
OK
OK
OK
OK
OK
NO
NO
D
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
B
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Accord
Standard
D4, D4DL
D4.SDL
16" o.c.
Studs
80
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
NO
D
OSB,
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO
B
C
Interior
Zone 4
OK
OK
OK
OK
OK
NO
NO
D
Board & Batten
Single 6.25
16" o.c.
Plywood
andfor Studs
56
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
NO
NO
NO..
C
OK
OK
OK
NO "%
NO'.NO
NO
D
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Eminence
D4.5, D4.SDL
16" o.c.
Studs
128
OK
OK
OK
OK
OK
OK
OK
B
End
OK
OK
OK
OK
OK
OK
OK
C
Zone 5
OK
OK
OK
OK
OK
OK
OK
D
EXTERIOR RESEARCH DESIGN, I.I.C.
ER C10040.04.09-1
CertainTeed - FL12483
FLORIDA WIND ZONE COMPLIANCE WORKSHEET, h < 30 ft, Category 11, enclosed
FBC Section 1404.9, 1405.13, ASTM D3679-05
VYTEC
Wind Speed (mph) 3-second gust
QQ
N
Product
Profile
Max. Nail
Spacing
P g
Nail Engage
Design
Pressure
(Psn
90
100
110
120
130
140
ISO
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Nantucket
D4,D4DL
D4.SDL, DS
16" o.c.
Studs
80
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
OK
NO
D
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
04.5, D4.SDL
16" o.c.
Studs
144
OK
OK
OK
OK
OK
0K
OK
8
End
Zone 5
OK
OK
OK
OK
OK
CK
OK
C
OK
OK
OK
OK
OK
OIK
OK
D
Prestige
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
NO
D
D5DL
16" o.c.
Studs
70
OK
OK
OK
OK
OK
OK
OK
End
OK
OK
OK
OK
OK
OK
NO
ED
Zone 5
OK
OK
OK
OK
OK
NO
NOOK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
04, D4.5, D4SDL
16" o.c
Studs
78
OK
OK
OK
OK
OK
OK
OK
B
End
Zone S
OK
OK
OK
OK
OK
OK
OK
C
OK
OK
OK
OK
OK
NO
NO
D
Proside
OK
OK
OK
OK
OK
OK
OK
B
OK
OK
OK
OK
OK
OK
OK
C
Interior
Zone 4
OK
OK
OK
OK
OK
OK
OK
D
Bevel 8
W o.c.
Studs
80
OK
OK
OK
OK
OK
OK
OK
B
ZoneEnd
5
OK
OK
OK
OK
OK
OKOK
C
OK
OK
OK
OK
OK
OK
NO
D
EXTERIOR RESEARCH DESIGN, I.I.C.
= 10% of least horizontal dimension or 40% of height, but not
ss than either 4% of least horizontal dimension or 3 feet_
FD
ER C10040.04.09-1
CertainTeed - FL12483
I-
lu
tu
<*:> NAN YA PLASTICS CORP.
PLASTPRO INC.
I PFACH TPIEE HILL ROAD
LIVINGSTON. NOW JERSEY 07039
DISTINCTION SERIES
INSWING / OUTSWING
OPAQUE FIBERGLASS DOOR
GENERAL NOIE
Hunicano Zone"IHVHZ),
INS product has been ovokialed and K in compliance with the 2007 Florida
BuRcAng Code IFBCI sinucliral requirements excluding the Ifigh velocity
2. Product anchors shall be at listed and spaced as shown on clefolls. Anchor
embedment to boss niolerrial shelf be beyond woll dressing or stucco.
3.
When used in areas requiting wind borne debits protection INS product
complIes With Section 1609.1.2 of the FIC and does not recivilto art Impac I
resisloril coyering, The product meet$ missile lovel"Vand Inc udes Wind
ton* 4 as defined In ASTIA 11996.
4. Fo, 2x stud framing Construction, anchoring at these units sholl be The Some
at that shown for 2x buck masonry construction.
Silo condillons that deviate from the detolls of this drowing require father
engineeft analysis by a licensed engineer or registered architect,
TIULII of colimi'm
Offer is DISCAPTION
Pressures, & slowd notes
Hortionlal crou seclian;
3
4 Yorker cross sections
$ SuCkandfrolneonehod WXbuckIIII1143nniconshiction
6 liforne archorlirig - IX buick construct Ph
7 ornaments -71
1111 of rnalletials & c 7
11,50'MAX OVERA11
FRAMEWIDTH
NAN YA PLASTICS CORP.
PLASTPRO INC.
it PEACH TARN "ILL ACIAD
LiViNOISTON. NEW .1111ASITY 070$0
1751 MAX 1`)VFRAI, r 37,MT'MAY.. OY=R Ml,
FRAME IV DIH IRAME WICT`11
DISTINCTION SERIES T
GLAZED FIBERGLASS DOOR
IINSWING / OUTSWING
Q
aLftERAk N2!JS
I This 0 cclucl has been evOlvolild OTIO S O'compflonce wifh tie 20,17 Avidc Ifuld -fj Code
cxcwing Ih*'I-K9h Velazily WrTica,ite lore" IHVHZ:.
2. ftOdvcl anchor$ shol " as isled ancl spaced OS $hO,Vn 01) Cof0illi. Ancho, embedment to
base TolorlOf INA be beyond war dessing at st.-cco
3 When usec in creris iisclulin; Wind bar,)* debris protcclior it% product Is required to oe
protected Alh o- Iripocl resistant Covering Ihcf cornpit 10111 $0001, 1609.1.2 of fit* 2007
FOC
4 Ftx N Stud framing constriction. anchoring a'lheto unit shoo be the Sulliv Lh Oci Show
lo, 2x buck MOSOr KV CCofiffLOH011.
5 Site conditions Thai oeyiole from the clotoRs cl His dto, Ina risouire lufthei onaineerino
TAIlli Of CONTENTS
SHEET 8 DISCItf."
jEcl 0 evasions. design isLines.
2
3 V1. X -1.
_i�
,ifea a= �
0on,
uI:k end fronit onr�cirl,
choring - IX buck moso�y c
_2H_TFIivn
erioi;l cAmno details & cont; 1
,Oni
JVAS,)MR1
OPENING
2X Ow.
3/4 ull
:;��L
MAME_
V10A. lit,
11L.O.
0 ft.4SION
Im
y A!
PPAIPM:7
:!-,.So"
FULL Lllf
21.00" x 7f.00'
+47.0
-47.0
IN$Wl
3/4 Ulf
211.00"). 63.00"
G1
+47,0
-47.0
-
FULL LITE
21.00" x 79,00"
-
+47.0
-47.0
OUTSWING
3.?4 LITE
21.00 D(I"
:1:4EO
47-0
lrlg� 50"
MASONI1,Y
OPENING
55
& N.TS.
ft JK
ft UFS
W,
FL-6234.1
I
TIPA
Is
I
IS
TIP HEAD& A
JAMP't
HING19 OVA
Nil
A
Ri 1
4 14
2X 50cf:
F
seli NOIE 2
_.�64 , -
LAFCil A DEAPtOIT DV�A
. ......
3TRIXI JAMI
AINOIJAM11
."Cionr; N N;.k C�rlfwclrlrl
NOTES
FRAM'
ii-ir �&-,o corcieto screws anch,.wirr, 2xbuckroquke a minimurl v,cFeemonce, lonias�,,Iry edges. i 1-114'rninuni,,"n eMbedMe'll cp,j 0 4*'cI0Q1VI1t."P 10 voi0ce:11
svpolier 1,10y hove differe,,if Frolger d0oncL
concrete Screws. SuPstliullon of equal concrete sce.� train a different
Of me Conlers ;,.Icy be odiusled to Mairliain the min;nIvn, Edge distance to p)OnorI,,7fn(s, It concrete scieve TOCQ�s(QIS,Int*-V o., kj,�,X. ON CENralit"musl Pe odiustea to maintco
the edge dsionco lomortarloints. O.-f6tionalco,-,ci*efesc:v,.sn)ovbe,'ec-.vfeJ'00113ue off .. envo I is 9/1
T's.
2. s14'iTIv concrete sciewS 0I)Cho.-ing lto:,19 onolforstilrequirs omininium 2 1!2'clooraiicetomoscnrytcFges.-J I : 4
fire,ent svLiplistinioy ha,& d3forenrl e,,jV& ji�lo;iL & �tld curilte- ds!uf-ce isquiternisots. Conciele scrv,, LF!
Suostilutioll of equal COf%:r&I* Screw$ hoo. a di
locallom of the comrs-S MOV be 00juSte.1 �'o rri�lnfOlr. the minimum edge difonce fc, nvoifo,joints. Pcorciele s.�,,e�locafions n.-,tec.' cis 'MAX. ON CENTER"must be adjusted
mclnfzlki 1110 MiniMLIt"Odge diSlOnCC to mortor)oirf,5. additionolconctele $Crew$ �10� be iscruIrec to ensure vieax,mun, oo center dimension it nof is-Coocied.
NAN YA PLASTICS CORP.
PLASTPRO INC.
EACH TREE HILL ROAD
VINGSTION, NEW .111FISEY 07039
74 00"MAX, OVERAU� FRAME WIDTH
DISTINCTION SERIES
GLAZED FIBERGLASS DOORS
it
INSWING OUTSWING
OENERAL NOMS
This Product has been evaluated and 4 In Compliance with the 2007 Florida
building Code (FISC) Structural requirements excluding lhe'lligh velocity
Hurilconis Zono'(HVHZI,
2. Product anchor Shall be as bled and Spaced 03 shown on dololls. Anchor
embedment to = material thall be beyond wall dressing at Stucco.
3. When us of In areas requiring Wind bomer debits protection this product Is
t9quired"10C be protected with an Impact resistant covering that complies
With Section W.1.2 of the 2007 f6C.
4. For 2x slud koming construclion. anchoring of these units share be the so"
at that shown lot 2x buck mosonr constru ti
0
y.
5. Site conciflo 4 that deviate from the details o(this dirowing require further
OnginxIsSilinganotysit by 0 licensed Engineer or registered architect.
FULL Utz
3/4 UT1
30
1
7*00"
FULL UT111
21.60- x 71.00"
+37.5 -37.5
INSWING
X
3/4 Urn!
21,00 x63.00 -
+37.5
-37.5
00"
Gi
74. or
FULL fill
21.00" x 7t.00"
-
+375
37.6
OUTSWING
X
1.00*1
�+ 3 7.'S
-37.5
94 -Sty,
<f> NAN YA PLASTICS CORP.
PLASTPRO INC. 37�30" MAX, 0A
FRAME WIDTH
9 PEACH TREE HILL ROAD 35.75" MAX. 0 A.
LIVINGSTON, NEW JERSEY 07039 PANEL WIDTH
PH: 800-779 0561 FAX: 973-758-4001
3`0" x 6'8" OPAQUE FIBERGLASS DOOR
DISTINCTION SERIES FM I
INSWING / OUTSWING
QIENERAL 0
I , THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE
IFLORt A BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE X
ZONE?
2 PRODUC ANCHORS ShILL BE AS LISTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT 110 BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
3. WHEN USED IN WINO-13ORNE DEBRIS REGIONS THIS PRODUCT
COMPLIES WITH SECTION 1809.1.4 OF THE FLORIDA BUILDING CODE AS
AN IMPACT RESISTANT PRODUCT AND DOES NOT REQUIRE THE USE OF
AN EXTERNAL IMPACT RESISTANT COVERING. THIS PRODUCT DOES NOT
MEET THE REQUIREMENTS FOR ENHANCED PROTECTION OF ESSENTIAL
FACILITIES AS DEFINED IN ASTM 11995.
4, FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS
SRAU BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY'
CONSTRUCTION. X
5 CONDITIONS NOT COVERED BY THIS DRAWING ARE
DOOR
SUBJECT TO FURTHER ENGINEERING ANALYSIS,
TABLE OF CONTENTS
SHEET DESCRIPTION
I TYPICAL ELINAMON, -DUION PRESSURES & GENERAL NOTES
2 HORIZONTAL & VERTICAL CROSS SECTIONS
3 BUCK & FRAME ANCHORING
4 BILL OF MATERIALS & COMPONENTS
ZI
FRAME
DIMENSION
POSITIVE
NEGATIVE 1
INSWING
137�50 62.00
+85,0
1 � �-7.2 1
OUTSWING
3 7.S0" x 80.37
0
__,0_]
-65
Is
Pckb N,T.S.
10m In: AEM 1
NAN YA PLASTICS CORP.
PLASTPRO INC.
19 PEACH TREE HILL ROAD
LIVINrSION, MEW-MASEY07029
w
r- 17,10� 11AX OV11,11L
DISTINCTION SERIES FRAME WIDTH
GLAZED FIBERGLASS DOOR
INSWING OUTSWING
GENERAL NOTES
1. This ptociucl has been evolucled and Sari cornpiorice MIh Me 2007 Florida Building Cocle
(F8CJ structural requ rernents exc uding 0-is "High Yelocity Hi-ritone Zone" IHVHZ),
2. Prodt ct Onchors Short be as listed Cho paced 05 ShOwn On delais. Anchor embedment to
bose'matenol ftll be beyond wall Dressing or stucco
3, When used in areas reqLA(ing Wind borne debris protection INS Product is required to be
protected with on imoo.-I rusiont covering that complies with Section 1609 1 2 of the 9.007
FIC�
4. For 2xslud framing construction. anchoring of these units Shot be themme as Ihol;hown
lot 2x buck mosonry construction.
5. Site cond1lions thol dayloits from the details of this drowng require furtner engiinearring
analysis by a licensed engineer or registered archiled.
TAAUF OF CONTINITS
SHEET I DESCIFtION
L
I yp & of
lo�Ron, dosigi or 2entird no os
Door�a details
3 Hottentot cross Sections
4 yarliod cross so
5 Duck and frame anchoring .2X buck Tit sonrY
nstriction
nents
0
IP
INSWING
37.30" x 82.00" 21.00" x 63,00"
+50.0
-50.0
GI
37.50"x80.50r' 21.00"xi!63.00"
---
+60.0
-60.0
OUTS G
WIN
4'
a.
4
_T
rl�
0
" - FASTENER FOP
HEAD 9, JAMBS
SEE NOTE I
2X
oucx
D 31
"ONRY
OPENING
HINGE OETAII
HINGES (3) LOCATED@ 9.46-,
40,7 1 " AND 71.965" FROM TOP
OF FRAME TO CENTER LINE
OF HINGE,
E!UQK AtICHQRIN
__T
2A
CK ... .....
fill.,
f 7--
DOOR SEE NOTE 3
FRAME
kASONRY -
OPENING
EBME ANCHDRIN
1 3116- TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUL, 2-1,14- CLEARANCE TO ADJACENT TAPCONS
2. 1/4' TAPCONS REQUIRE A MINIMUM 2 -112- CLEARANCE TO MASONRY EDGES AND 4 MINIMUM 3" CLEARANCE TO ADJACENT TAPCONS.
3 WHEN ANCHORING DOOR FRAME UTILIZING A IX BUCK THEN ITEM 15 IS SUBSTITUTED WM4 ITEM 130 (1,141, X 3-3,,'4- ELCO 4NC OR
THE QUANTITY AND SPACING OF ANCHORS DOES NOT CHANGE. SEE NOTE 2�
-00 4'
is I
u
1 It I - -T-
T -7 -208
T
SEE OEIAII
-o
T
D� D
P HE
EA IYPI HEAD
MMONRY MASONRY I
& J'AMBS __T JAMBS 2�)
OPENING SEE NOTE I OPENING
11
ASTRAGAL
ASTRAGAL _T FRAME- SHOWN FOR
2XBUCK- S'1OWN FOR REFERENCE
REFERENCE ONLY
ONLY I-T 4_
Z
2XBUCK SEE NVE 2
SEE OITA SEE NOTE 2 10 10L
lot
it
7,*
- - - - - -
MUCK ANCHORING HINGE JAM$ PRAM ASTRARaLl "M jAM1
Mosonty 2X
NOTES
1. 114" Elea concrete scr" anchoring Z, b.ck require a minimum I *'clearance to masonry edges a 1- 114" �3)
minimum embedment and 0 minimum 4" clearance to adjacent Concrete $Crows, Substitution Of equal
concrete screws from a different supplier may hove different edge distance and center distance
requirements. Concrete screw locations of the comers end at ostrogal locations may be adjusted to maintain
the minimum edge distance to morforJoints. if concrete screw locations noted as "MAX. ON CENTER" must be
adjuitecto maintain the minimum edge distance to morfor)oinfs, additional concrete screws may be
required to ensure the maximum on center dimension is not exceeded.
DETAIL 2
2. 114" ITW concrete screws anchoring from* and/or sill require a minimum 2- I/Z'clearonce to rnosonry edges. a
1- 114" minimum embedment and 0 minimum 3" clearance to adjacent concrete screws. Substitution of equal SEE NOTE 3
concrete screINS from a different supplier may have different edge distance and center distance F SEE NOTE 2 �0)
requirements. Concrete screw locations of the corners and at astragal locations may be a jus Is o m nt
the minimum edge distance to morlarjoints. If concrete screw locations noted as "MAX. ON CEWER" mus I be
N d t dt at aln
31 1 FY
9125108
POLL N.T.S. ; adjusted to maintain the minimum edge distance to morlor joints, additional concrete screws maybe t _fZ
i required to ensure the maximum on center dimension 4 not exceeded.
JIM W. JR I UT.S.
LFS 3+ 3116"IrW concrete screws anchoring frame ondlorsillrequire a minimum 2-518"clsairance to masonry edges,
SEE NOTE 3CN�/ b3 _0t-JK
a i-114"minimurn embedment and a minimum 2-1/4'ciooronce to adjacent concrete screws unless otherwise v. LFS
noted by concrete screw manufacturer, DETAIL I DETAIL I
InfwIng configi.,ralion Oulfwftconfigualion
oil
u
V
912108 1
N.T.S.
my: AL Im
is
R, W R W Building Consultants, Inc.
BConsulting aud Engineering Set vices foi- the Building Industry
P-0 Box 230 Varrico. FL 33595 PhoheS13.659,9197 Faclimilc813,754.9989
Floride Board of Professional Engineers ('cr(ificirte ot"Atilhorization N
Product Evaluation Report
Report No.: FL-4760� I
Date: Septeluber 30, 2008
Product Category: Exterior Doors
Product sub-categof,3: Swinging Exterior Door Assemblies
PiodLIC( Nellie: Distinction Series Fiberglass Door Inswing/Clutswhig
Manufacturer: Nan Ya Plastics Col-poration
Plastpro file.
9 Peach Tree Hill Road
Livinyston, NJ 07039
Plione: 800.779.0561 Facsintile: 973.758.4001
Scope: ['his is a Product Evaluation report issired by R W Building Cousultssnts� life. and Lyndon F.
Schniidt, P,E. (Systern ID # 1998) for Narlya Plastics Corporatictil., Plastpro Inc. based oil Rult
Chapter No. 9B-72.070, Method ld ofthe State ofFlojida Product Approval, Department of'
Corriniunity Affairs-Floricla Building Conlrnisqion.
RW Building Consultants and Lyiidon F. Schinidt, P.E. do not have nor. will acquire financial
interest in tile Company manufacturing or distributing the product or- in any othei- eiitit), involv,ed
in the BFprOVal PFOCess of the product nanted herein.
This product has been evaltilued f'ot Use in locations adhering to [lie Florida Building Code (2007
Edition.
-awing NO.: FL-4760.1 prepared by R W Building COnSultillts, Inc. find Sigired Euid sea*d
See Di
h3 Lyndon F. Sclurtidt, P.E. (FL 9 43409) far- specific rise pni-ailletel-s.
Lyndon F. Schmidt. P.E.
1�1_ No. 433409
Sel)teniber 10, 2008
Limitations
1. This Product has beert evaluated and is ill collipliance with the 2007 Florida Building Code (�FBC
s if tic tural reclu i rernents eXC lUd i ng the " H igh Veloc ity I I uIf ica lie zone (14V H Z).
2. Product anellors shall be as listed and spaced as 1,1101iiii oil details, Anchoi enibednient to ba:sc
material shall be beyond iwall dresshig or stucco.
Whet) Used in areas requiiiii -is protection this product costiplies viiih Sectiowl
_L-, wind boine debt
1609- 1.2 of' tile FBC and does not require all i'llpact resistant covering. This product irieets isil
level "D" and includes Wind Zone 4 as defined in ASTM F1996.
4. For 2x Stud fraiiiii)g Construction, anchoring of these LulitS shall be the saine as chat shovi-ii f4i
buck 1111FIS011IN COIIStTLIC(iOII.
-orn the details ofthis diawing iequire further engineering anahsis b\,
Site Conditions Ilia( deviate III
a licensed engineei of regislered architect
6. See Diaw-ing # FL-4760.1 for size and design pressure ratings.
Lvndon F. Schniidt. P.E.
FL No. 43409
Septernbei M, 2008
Supporting Documents
A Drawing
1. Diawing No. FL-4760.1 titled Distinction Series Opaque Fiberglass Door- Inswing'!
Outstiving "Impact" prepiiire(] by R W Building Consultants, Inc. (Florida Boat d of
Professional Engineers Certifica(e ol'Authorization No, 981.33). signed and sealed bN
Lvndon F. Schillidt, P.E.
B 'I est
1. Testing per-
ASM E330-02, ASI'M 1:1886-02andASTNI E1996-02 as peiforivied bN
Jes. Inc.
Testing Evaluation Laboratoi and reported in test report number 2004-07-13 -016,
witnessed by Wendell W. Haney, P.E.
2. Testhig pet- ASTM l.:3_30-02, ASTK,I E 1886-02 and ASTN4 E 1996-02 as perfornied bN
Testing Evaltiatioll Laboratories, hic. and reported in test report number 2004-09-24-029.
witnessed by Wendell W. Haney, P.E.
C Calculations
Anchor analysis for loading conditions. prepared. signed and sealed by Lyndou F. Schtirfidt.
P.E.
D Other
1. Certificate of Participation issui:d by National Accreditation & Managenrent institute. Inc.-
certiftling that Nan Ya Plastic.-; Corporation, Plastpro Inc, is nianufacturing products NN'llihir"
a quality assurance prograin that complies &ith iSOMEC 17020 and Guide 53.
Lyndon F. Schruidt, P.E.
FL No. 43409
Septernber 30, 2008
0
UJ
UJ
C1
t
t
L
t
;
i
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in
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I
I
-_ SOFFIT AIR FLOW TABLE - R V � Building Consultants, Inc. Z " in M
g Z m
AIR FLOW AIR FLOW
SOFFIT TYPE _ SOFFIT TYPE ^ N
` ,7Qy� R Consulting and Engineering Services for the Building Industry O E o
Pp1„0g., r�"e",Rei O1V P wec�f ° rRUNix%�ow 11 o ♦ y
ACK\\\\\\\\ 4 I< P - .R.,ea ®® 6 '. C P.O. Box 230 Valrico, F1. 33595 Phone 813.659.9197 Facsimile 813.754.9989 O
\\\\\\\ N o■NT■RV•o Z Al
""` ri �a ir",ri n NT 3.91 2.71°� ®°♦a®� t25" n ; Florida Board of Professional Engineers Certificate of Authorization No. 9813 1
1�. h
\\\ N
AMERICAN CONSTRUCTION METALS ����\\ ����\\ Ts PULLv■h, a H Utn
1D
m ,
NARROW PULL VENT
\\\\\\\\ \\\\\\\\ d � . e � ° \\a�aa � � i � 4 CIJ � 11N
y[p y fff���--4 rArrGR', 11.74 a.16 h NARROW 11.74 8.16 /o E
\\\\\\\\ \\\\\\\\ p a �� F- -- PATTGRN - ®� \\` r1 a rl l� r Q 11111T
5140 West Clifton Street "`�;;; "„„� dP - _ _
Tampa, Ff. 33634 ��0 11` �I IAYT.RN 3.69 2.fss /° PATT■RN e W
$ �UL
L VENT
WIDG a �ILPLL VENT WIDG 3.69 2.6a%
0 0 0 0 DA 0 Product Evaluation Report Z w� N�
0 0 0 a ��
\\\\\\\ \®®\a®
n rr & "QUAD n \\\\\ \®®®
TRIPLE \ nnnnnn
®®
1.54" ®\ ®\ LOUVER PATTERN IRlU SGALEI 6
\®\\\\ (LOWERS FORMED IN SAME $ O
1.25' DIRECTION AS RIBS) Ill
Report No.: FL 12019.1 R1 �m
ALUMINUM SOFFIT TRIPLE 4 (T4j � --� � _!1 � � � � N
HICKI r<<yy D7' 01$S'
1-4-012(.0115'T0155' F1
I-"I4(.013S'TWCK) \®®®.-..I m Date: March 31. 2009 =N
4".6" OR B" - I o ®® ® 0.380" 3 W UI m
c7V' f. ®®®® VIEW*A_A". xSCAI
GENERAL NOTE_ S PT a
FASCIA Du
(�_ "J"CHANNEL r? ®®gym®®®off LIJ
full V_E_Nr • WIDE PATTERN Product Category: Panel Walls U1
1. ]Ills PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH &I Aluminum �/ Aluminu,,, , "F�--- CHANNEL ®°®\\0\\® 5 d (Leuven formed In same \ (D LL
THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY ♦\ - -
n a Aluminum ®®®\®®\® Irsctlon as ribs) rr\\\ il a m
HURRICANE ZONE'. ����\\ } ®®®®®® 4 po Product sub -category: Soffits ~ d
.33" COVERAGE IREFI-_+ },, g •J
2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON "`\ _ 4 �� v° a� _ -
L \\\\\\\ N COVERAGE IREFI � RIB ISYM) 33" �-' RUNOIII 0�a�
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND \�\\% 01 -- 73" �1 1 S' �` Product Name: "Triple 4" & "Quad 4" Aluminum Soffit
1 WALL DRESSING OR STUCCO. "`
1 \\ �-�
1 3. SITE CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO 015 I.R.
FURTHER ENGINEERING ANALYSIS. �������� zo Ni 40 `� 40 OT' �-0 ° n n a o a ° a ° a� e�°�`°e m` Manufacturer: American Construction Metals
4. WOOD/CMU WALL CONSTRUCTION, BY OTHERS, MUST BE DESIGNED _ , iaRA 400 West A4cNab Road
.\\ N °. 46"
� °°°naaEn
PROPERLY TO RECEIVE LOADS FROM THE SOFFIT AND/OR 7' X 7' \\g3' a a n n U \\\SPA SS Fort Lauderdale, FL 33309
j ` G�
BATTEN STRIPS. ����\\ .33" RIaANDENDOE1Aas ° a ° a ° a ° a ° ° ° \ `mom °` Ph. (954) 970-9999
\\\\\\\\
-
1TCOVERAGE ---- LOUVER PATON °a°a°a°a°n° -
\\\\ \ 4" PITCH - 2 5/B" �WIDTH fOR LOUVERS (LOUVERS FORMED IN SAMETABLE OFCONTENTs \\\\\°RE"'°""R�" °"Oo � Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
SHEET B DESCRIPTION1 D Deal elevations, 8 general notes """` , _.__ % Schmidt, P.E. (System ID #1 1998) for American Construction Metals based on Rule Chapter No.
\\\\\ M
2 Panel dotal - z L rR-)PIE 4=PANEL 0 I o
_ 3 Soltit deloB and design assures - \`` O1Te 1 e D9 2 � -- -. - j ` � z 9B-72.070, Method l d of the State of Florida Product Approval, Department of Community
B�+ N.T.S. - 16.00' COVERAGE
-{ DATE of D1 os Affairs -Florida Building Commission.
4 Sofftdelallanddesignpressures : - .69"(REF( VIEW•A-A'I4xSCAlEI sau N.T.S.
5 Soffit dotal. deslpn pressures and bill of materials QUAD 4_(Q4j ° ' °" UK - 4.00" PITCH -- 2,67' WIDTIIAVAGAaLEFORLOUVERS ` Dwo. NY. JK
G-4-0121o11sTWCK) WAVIM
Bn LfS a PYP.1PLs1 \ ONIL BYI Vs RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
�•L FULL VENT •NARROW VENT PATTERN N
o-'-0"(UI35114CK) FL-12019.1 $ 5 6 (Louvers formed In same direction an ribs) DRAWING 12 interest in the company manufacturing or distributing the product or in any other entity involved
QUAD 4 PANEL FL- 12019.1
� - I in the approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code (2007
Edition).
See Drawing No.: FL 12019.1 prepared by R W Building Consultants, Inc. and signed and sealed
DESIGNFR€SSURE(PS� b Lyndon F. Schmidt P.F. (FL # 43409) for specific use parameters. ff.,1
SINGLE SPAN LEN{drH Y
REM
DESCRIPTION
MATERIAL
1
FASCIA .021 S' THK. AL. 3105 - Hl 4
ALUMINUM
2
"J" CHANNEL .0155- THK. AL. 31 D5 - H24
ALUMINUM
3
" CHANNEL .0155" THK. AL. 3104 - Hl9
F"
ALUMINUM
5
QUAD 4 PANEL .0115 OR .013S' THICK AL. 3105
ALUMINUM
6
TRIPLE 4 PANEL (.0115 OR .0135" THICK) Al. 3105
ALUMINUM
7
# 15 x 1-3/4" TRIM NAIL
S.S.
B
ur GA. X 114- SS STAPLE W/ 7/8" MIN. EMBEDMENT
STEEL
9
2" X 2-BATTEN STRIP SG=.42 OR BETTER
WOOD
10
APA B-C- GROUP I EXT. 15/37' PLYWOOD OR BETTER
WOOD
11
.097" DIA. T-NAIL W/ 5/8" MIN. EMBEDMENT
STEEL
AI ------SPAN ---- ROOF OVERHANG
--- ROOF OVERHANG- Z POSITTYE., iJE�A�IVE A
SPAN .,A,. $ SPAN"A"� L
ROOF OVERHANG :i a +70.0 -141.0 SEE NOTE 2 L/
s 1 01 ROOF ROOF �# t clw Lyndon F. Schmidt, P.E.
h d lo" +60.0 60.0 a
ROOF SEE DETAIL"8" A FRAMING -- FRAMING yy o FL No. 43409
FR 4MING I (SHEET 31 Q l^ 12" +50.0 50.0 i4 •I
At 8 a March 31, 2009
I I I ALUMINUM r
FASCIA
FA
TRM _ 14" +38.5 -38.5 TRIM 9 - q b
S a 1: SCIA
+30.0 30.0 /-----------
- /-------- - CMU OR-------/T -j' / CMU OR
----.cc. �- t-----=- / CMU DR � SOFFIT-� WOOD NOTE: SOFFIT) W000
---- -
--- - -- - FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED � FRAMED
W00D DETAIL " E " BY THE ARCHITECT OR ENGINEER OF RECORD
12dX3-1/4" J!,
FRAMED DETAIL" - - DETAIL"G"
2. 12d COMMON NAIL OR 3/16" ITW CONCRETE SCREW _
H.D. GAVL. STEEL IX2 VERTICAL CONTINUOUS
COMMON NAIL ®24" O.C. FRAMING (SG>0.42) DEfl�+II. " ll " BATTEN 0 CL (MIN. 1-1 /4" EMBEDMENT) 0 24" ON CENTER DETAIL " E " Sheet 1 0 �
PF 1463
12D.GAAk. SPAN �; SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL
" W! I-3/4" MIN. EMB. ATTACH W/ 2-8d H.D. GAw1l.. STEEL � - - ----- --- --
COMMON NAILS /-COMMC 4NAIL024"O.C. SIDE VIEW - DOUBLE SPAN BATTEN J
0 TOP TO ROOF FRAMING W/ 1-3/�" ,Iv11N. EMB. (Shown w/ truss/framing overhang) (Shown w/ truss/framing overhang) �
(Shown w/ truss/frarriing cantilever) 2 r r - TRIM NAIL ATTACHED
STAPLES INSTAIIED ®
THROUGH FASCIAWOOD)
0 16" O,C. MAX. IN J-CHANNEL SLOT_-
B - ffi
(� STAPLES INSTALLED ® �I � Ln STAPLES INSTALLED ®24" O.C. (INTO WOOD) OR T-NAIL 0 12" O.C.
�J END E PANEI. AND ON F CHANNEL LEG OR T-NAIL 0 17' O.C. STAPLES LOCATED (INTO WOOD
STAPLES INSTALLED 0 - _ B" D OF O.C. a.NOTE: (INTO WOOD OR MASONRYI - 24" O.C. INTO FRAMING OR MASONRY)
Y / _ FOR SQUARE CUT OVERHANG, 9
9 END OF PANEL AND ---- - ISEE CEIAII D)
TRIM BOTTOM OF FASCIA FLAT
-- -- (S S>olpptrrting Documents
MAX, O.C. - - SPAN !' A
----- - --" (SEE DETAIL DI ROOF OVERHANG 1 AGAINST PANEL 11 \
- -- � =
DETAIL .I ILL 5 6 i HEDETAIL
EEET IL"G11 B
e
° ROOF 7�
DETAIL n H n 5 6 FRAMING j - SEENOTE2 \�` / -� STAPIESINSTALIED® -
-17- O.C. (INTO WOOD)
TWIN $RAN11 NGTI( RESIGN RRESSURE (PSF) 1 C i IN F-CHANNEL SLOT OR T-NAIL A Drawing
W/CONTINUOUS BAiTErf � 1 ----------v-
t ,AF- Pvsnlyt Netly: I 1 ®17' O.C. a 1. Drawing No. FL 12019.1 prepared by R W Building Consultants, Inc. (Florida Board of
TO WOOD OR MASONRY) i r
1 -70.0 ( ; I i _ �_`"` __-___ Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
+70.0 �
I, /
-� Lyndon F. Schmidt, P.E.
1e" +66.5 66.5 - STAKES INSTALLED 0 _ ____
I�---------- WOOD
CMU OR .�
END OF PANEL AND r '! 10 8 11
20" +60.0 60.0 8 11 FRAMED L_ (4) B Testing
B'MAX.O.C. -------- ��JJ
g (SEE DETAIL E, SHEET 5) -- -- $ ,L 10 ! 1, Testing per ASTM E330 02 as performed by Testing Evaluation Laboratories, inc. and as
22^ +54.5 -54.5 DETAa"r' re (� I/e^MAx. 1
5 i 3--1/8"MAX. i"MAx, -- Z I reported in test report TEL 01 190073, signed and sealed by Lyndon F. Schmidt, P.E.
24" +50.0 50.0 r>,Tu 1 9 09 MAX. Lull t 9
I scua N.T.S. 5 wo. N.. . I
NOTE SIDE VIEW -DOUBLE SPAN W/BATTEN No. BYL JK IL N n Drro JK I J
I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED DETAIL E DETAIL F _DETAIL G- DM m - LFS (' Ca1CUlat10I1S
Rrr. Rom• Ixst. Bn LFS � ---- oRAwao rLo.I
B" O.C. MAX. 5 BY THE ARCHITECT OR EINEER OF RECORD (Shown w/ truss/framing overhang) I Fascia F Channel J ChOnnel FL-12019.1 I 1. Product anchoring for tested specimens as substantiated by tested specimens reported in
2. 12d COMMON NAIL OR 3 IS"frW CONCRETE SCREW
(MIN. 1-1/4" EMBEDMEhLRI) 0 24" ON CENTER FL-12019. 1 1
DETAIL D test report number TEL Ol 190073.
a
2. Additional product anchor analysis for loading conditions prepared, signed and sealed by
Lyndon F. Schmidt, P.E.
C Other
l . Certificate of Participation issued by National Accreditation and Management Institute,
certifying that American Constriction Metals is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53. Z
-- - l/
Lyndon F. Schmidt, P.E.
FL No. 43409
March 31, 2009
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
(FBC) excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings.
3. Site conditions not covered by drawing FL-12109.1 are subject to further engineering
analysis.
4. Wood/CMLI wall constipation, by others, must be designed to receive loads from the soffit
and/or 2" X 2" batten strips.
5. See drawing FL-12109.1 for size and design pressure limitations.
l 1�
Lyndon F. Schmidt, P.E. FF 1463 Sheet 3 of 3
FL. No. 43409
March 31, 2009
MIAMI-DADS COUNTY, FLORIDA
M®
tvIETRO-DADS PLAGLER BtJ1I.DING
BUILDING CODS COMPLIANCE O0'PLCE (BCC 140 W IM R AGL.ER STREET, SUITE 1403
PRODUCT CONTROL DIVISION MLAML FLORIDA 331W1563
(305) 315-2901 FAX (305) 375-29011
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
P.O. Box 1529
Nokomis, IFL 34274
SCOPE.
This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be axed in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated bellow. The Mismi-Dade County Product Control
Division (in Miami Dade County) anti/or the AHf (in areas other thin Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AST may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade Conaty Product Cordrol Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the Higb Velocity Hurricane Zone.
DESCR PTION: Series "SH4000" Aluminum Single Hung VvWow
APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Ifung Window W/ STD. MTO. R Ir',
sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.C1ark, P.E., dated 12/15/04 with revision "F", on
09/20/06, bearing the Miami -Dade County Product Control Remewmi Stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturet's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered a8er a renewal application has been filed and there bas been no
change ion the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Mime of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and r=wvatl of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If wary portion of the NOA is displayed, then it &hall
be dam in its entirety.
INSPEC170N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # OS-0104,05 and, consists of this page I and evidence page B- I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, f•.E,
NOA No 06-0706.04
µ/` b Expiration bate: September 30, 2011
Rk M-10 Approval Date: October 19, 2006
i'agv I
PGT Industries
NQUCE_Q1&fCEPTANCE' EVIDENCE SUBMITTED
A. DRAWINGS .
1. Manufacturces die drawings and sections.
L Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTO. Rail"
Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision
"D", on 12115/04, signed and sealed by Robert L Clark, P.E.
B. TESTS
I. Test reports one) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
3654 signed and sealed by Joseph C. Chan, P.E.
"Submitted under NOA 0 058-0104.05"
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC. TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
2959, 2960, 2%1, 2962, 2963 and 2964 dated various, signed and sealed by Antonio
Acevedo, P.B. "Submitted under NOA # 058-0104.05"
3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3-2.1 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, inc., Test Report No. FTL-
4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E.
"Submitted tender NOA # 058-0104.05"
4, Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 262-94
4) Forced Entry Test, per FBC 2411.3.2. L (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL-
4379 dated L 1/04/04. signed and sealed by Edmundo J. Largaespada, P.E.
Jame 0. G P.E.
-f?;Chlef, Product Control Dlvlsiom
NOA No 06-07OL04
Expiration Date: September 30, 2011
Approval Date: October 19, 2t106
E-I
PGT Iad�td
NOTICE OF ACCEPTANCE' EVIDENCE q_ "NIT 1'ED
C. CALCULATIONS
1. Revised Anchor Calculations, ASTM-E 1300-02, and structural analysis, prepared by
POT Industries, dated 09/20/O6, signed and sealed by Robert L Clark, P.H.
D. QUALITY ASSURANCE
I. Miami Dade Building Code Compliance Office (BCCO).
L MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformonm and no financial, dated May 11, 2001, signed by
Robert L Clark, P.E.
"Submitted under NOA # 04-0714.06"
2. Laboratory compliance statement as part of test reports for Test Report no. FM-2959,
2%0, 2%1, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by signed and staled by Antonio Acevedo, P.E.
"Submitted under NOA # "0714.06"
G. OTHER
1. Letter from the consultant stating that the product is in compliance with the Florida
Building Code (FBC).
2. Notice of Acceptance No. 05-0104.05, issued to POT Industries, Series SH-4000
Aluminum Single Flung Window, approved on 03/24/05, and expiring on 09130/06.
QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. ®ANCHOR TYPE/SUBSTRATE KEY
ANO114MBUIBISTRAT WINDOW HEIGHT 3/W a#12 SCREW IN WOOD
WINDOW GLAGS
WIDTH TYPE
2V'
38 318" I11)518"
2/W
VW
1,2JC
31W
2NIf
1,2/C 3/W
2!W
1,2/C
&W
VW
1,21C
&W
W-W
f,?1C
A
191/8" g,p,F
C,A,G,FI,i.J
4
4
4
4
4
4 4
4
6
4
4
8
4
4
4
4
4
4
4
4
4 4
4
8
6
6
6
6
0
6
4
4
4
4
4
4 4
4
8
8
6
0
8
8
8
A
24" AAF
C,D,G,H,i,J
4
4
4
4
4
4 6
4
6
4
4
5
4
4
4
4
4
4
4
4
4 6
4
8
6
6
8
8
6
8
4
4
4
4
4
4 8
4
8
6
6
8
8
6
6
A
4
4
4
4
4
4 6
6
6
6
4
8
4
4
4
28117, 8,E,F
4
4
4
4
4
4 8
8
8
8
8
6
8
6
B
C,D,G,H.1,
4
4
4
4
4
4 6
8
8
6
6
6
6
6
8
A
4
4
4
4
4
8 6 1 6
8
6
6
6
4
4
4
S2" SAX
4
4
1 4
4
4
6 8 6
8
B
B
0
6
6
e
C,Ia,G,H,I,J
4
4
4
4
4
8 6 6
B
6
5
6
6
6
6
A
4
4
4
4
4
4 8 1 4
6
5
6
8
4
4
8
37" IEi, E,F
4
4
4
5
4
6 6 6
6
5
6
t3
6
8
6
CM.Gi,H.I,J
4
4
4
6
4
6 6! 6
6
6
8
8
6
8
8
A
4
4
4
4
4
4 8 I
4
6
6
6
6
4
4
6
40" 6.E.F
4
4
4
6
6
6 6
5
6
8
8
8
8
8
6
C,D,G,H,I,J
4
4
4
8
8
6 8
6
6
6
8
e
6
6
8
A
4
4
4
4
4
4 4
4
8
8
8
6
8
4
8
44" R,E,R
4
4
4
8
6
6 6
6
8
6
6
10
8
B
B
C,D,G3,H,I,J
4
4
4
6
6
6 6
6
8
6
8
8
6
6
6
A
4
4
4
4
4
4 4
4
6
6
8
8
6
S
6
48" g E,F
4
4 1
4
8
6
6 6
6
8
8
8
10
6
6
8
C,D,G.H,I,J
4
4
4
8
6
8 8
6
6
6
6
6
6
6
6
A
4
4
4
4
4
4 4
4
4
4
4
6
6
6
6
53118" B,E,F
4
4
4
6
6
6 6
6
8
6
6
8
6
6
10
C,D.G,H,I.J
4
4
4
8
6
8 B
8
8
8
e
8
e
6
8
21W a 1/4. 684 CRETE-FLEX IN WOOD
I= = IN" TAPCON OR 1/4'tS54 CRETE FLEX IN CONCRETE
(SEE APPLICATION NOTES AND DETAILS ON SHEET 8)
NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL
GLASS TYPE KEY
A. IV ANNEALED
B. IN TEMPERED
C. 3118' ANNEALED
D.1W ANNEALED
E. 3115" TEMPERED
F. 1H" TEMPERED
G. 1/7' I.G, (1/0'A,1/4" AIR SPACE, l/VA)
H. 10 I.G. (3116'A, 311S' AIRSPACE, 1/9'A)
1, 112- I.G. (VII-T, IA- AIR SPACE,118"f)
J. 1/2" I.G. (3116'T, 3118" AiR SPACE, VAM
1670TECKHOLOOYORIVE nrvvr.vrv.wS. vrnvrrvw, u r rvuvrrvry
R1FV1se AND IIPDATEANQI•ILTRAGE FORMAT Nort1%la9, FL St276 ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL
NEW *WET FORAMW" arACJMG. P.O 99X 1x20 .�
NOKOLaa, FL 34i74 V4lbly Bras, 8M4000 NTS 1 7 7 2738 F
�.� 0 fi
boot L. Vork, P.E.
P9 039112
8truaturel
GENERAL NOTES: NON -IMPACT WINDOW
1, GLAZING OPTIONS:
A. 1Ar ANNEALED QtAU
B. IV TEMPERED GLASS
C. 3116' ANNEALED GLASS
D. 111" ANNEALED GLASS
E. 3/18' TEMPERED GLASS
F.14'TEMPERED GLASS
0.112" I.G. GLASS CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS
WITH 1/4"AIR SPACE BETWEEN.
R IW I.G. GLASS CONSSTINO OF(i) LITE OF 3/16' ANNEALED GLASS
AND (1) LITE OF IW ANNEALED GLASS WITH A Will' AMR SPACE SETWEEN.
® I. 1/2' I.G. GLASS CONSISTING OF (2) LITES OF 1/8" TEMPERED GLASS
WITH A 1/4' AR SPACE BETWEEN.
J. V21 I.G. GLASS CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS
AND (1) LITE OF IV TEMP&RED GLASS WITH A S/16- AIR SPACE BETWEEN,
2. CONFIGURATION: th 9A
3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
® TABLES AM E 1300-02,
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS
TABLES ASTM E 1300-02.
C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI
-DADE COUNTY.
4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND T.
THE 33 V3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PROD(/GT.
'J SHUTTERS AM REQUIRED WHERE IMPACT RESISTANCE 13 REQIARED.
SHUTTERS MUST BE MIAMi-DADS COUNTY APPROVED FOR INSTALLATION
IN MiAM! D/WE COUNTY.
6, Sii"TS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT
CORNERS SEALED WITH CLEAR COLORED SEALANT.
T. REFERENCES: TEST REPORTS FTL•2959, FTL 2960, FTL-2961. PTL49A
FTL.3WA, FTL4179, AND FTL-4378.
ELCO TEXTRCNd NOA: 04-0721,01, 03-OV11.03
ANSI/AFaPA NOS-2001 FOR WOOD CONSTRUCTION
ADM•2000 ALUMINUM DESIGN MANUAL
6. THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BWLDLNG CODE, 2004 EDITION FOR
THE HIGH VELOCITY HURRICANE ZONE Of",
ftW ), W d AAPEDAI7. 0nL. AODL OLW 7YAE81 At►W.
CONCRETE
® 1 3V8` MIN.
CMU
1 114' MIN.
114' MAX. $HIM
T
MAX.
HE
-�"e4 1p- MtVV. Mu 1
49 IIIP MAX. FIXED
LITE DAYLIGHT OMNNG
0 �
4
4
34
MAX
FIXED
LITE
DAYLIGHT
OPE ONG
34 V
MAX.
VENT
DAYLIGHT
OPS 4ING
48 11W MAX. VENT
DAYLIGHT OPENING
OUTSIDE ELEVATION
F 1071 TEON40LOOV ORM GENERAL NOTES AND ELEVATION
NCK0INS, fL 114tS
Po. sox txzs ALUM. SINGLE HUNG WINDOW STO. MTG. RA!
NOKOW,fi1Wl74 V,r1* Beiter 8M4000 NT$ 1 w T n 2T3b
CONCRETE
_-13X'MIN. � } J�
CMU MIN.
1
UP MAX SHIM 114" MAX. SHIM -- --I_
r
{11
M ,11M N.
�, r • WOOD ANCHOR
cONCRETESEE OTE 11 > CONCRETE ANCk10R� ® SEE NOTE 1 tjlj
SEE NOTEI
.. - 4 .•�,
L® MIN. Mal CONCRETE IX WOOD BUCK (SEE N0T5 2) MIN. Skal CONCRETE 4j 2X WOOD BUCK (SEE NOTE 2)
OR MIN, 1,6ks1 CMU OR MIN. 1." CMU
IXXTERiOR) (EXTERIOR) (EXTERIOR)
DETAIL 1 DETAIL 2 DETAIL 3
-aQICAL JAMS ANCHORAGE
NOA DRAWING MAP
SHEET
GENERAL NOYES.............
I
ELEVATIONS .......................
1
GLAZING DETAILS..__.._..
2
DESIGN PRESSURES.......
3
VERT. SECTIONS--..........
4
HORIZ. BECTIONiS............
4
PARTS LIST...... ... ..............
5
EXTRUSIONS,..- ...............
B
ANCHORAGE ...................
6-7
L. P.E.
PE #W III
04uaasal
NOTES:
1. MIAMI.OADE COUNTY APPROVED ANCHOR TYPES: i. ELDO 114" TAPCON 2. ELCO 1N' S84 CRM-FLEX MASONRY SCREWS 3. #12 SCREW
®FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY ABOVE APPROVED 1/4' TAPCONS OR S64 CRETS-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE
EDGE IS 1.780'. FOR WOOD APPLICATIONS USE #12 STEEL, G5 SCREWS OR 1/4' ELCO 3$4 CRETE-FLU ANCHORS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THiS PAGE AS Ix ARE BUCKS V010SE TOTAL THICKNESS iS LESS Tww 1 07, WOOD BLACKS DEPICTED AS 2x ARE f i'T THICK OR
GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3, WOOD BUCKS LESS THAN 1 1/2' THiCK ARE OPTIONAL (PRODUCT MAY Be INSTALLED DIRE ITLY TO CONCRETE), "OKI'g WI6^wo
�ysaslllBitt1t116 so Raft
4. FOR ATTACHMENT TO ALUM NUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF SOB3-T8 AND A MINIMUM OF 1/16' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF _ ZSsis
A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE AM2 SHEET METAL SCREW !MM
WITH FULL ENGAGEMENT INTO THE ALUMINUM- IF TH@SE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET T FOR ANCHOR TYPES 1 AND 2
IN CONCRETE MAY BE USED.
S. ANCHORS ARE NOT REQUIRED IN THE HEAD OR BILL (REF. TEST REPORTS, FTL-4253 AND FTL•43781
6. 53 1/a' WIDE x 16' HIGH UNITS TESTED TO FULL QESIGN PRESSURE AT THE FOLLOWING SPACING:
,AAMBS: 9' MAX. FROM CORNERS, 6 11T BELOW MEETING RAiL AND i I"MOVE THE LOWiER MEETING RAIL ANCHOR. 3' MiN. ANCHOR SPACING.
7. FOR INSTALLATION IN MIAMI-DADS COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCFM7R OUANTEES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE
EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL, BETWEEN THE CORNER AND MEETING RAIL ANCHORS,
6, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004,
SECTION 2003.6.4 (SUPPLEMENT 2006).
rrwiw: AA} Al7rE 1 d A17 J 4UlsAGF
FX oaaam° F sa> Ir CAW rANt:tat3ltl ANCNURAGEDETAILS W
�°p ►' iwa T11CW0LO0Y ONVE
J.J. 0"50 E REVERSE ANCMOR suns. a REVV6 AA04011AOE NOTES NOK MIS, Ft.
FK.Mar12M&W o RCDRAWM WX4reDNorra A IteWV= WAD a sit. sacriON5 P.r:. aqx IsxsUGT-
W*0649.ALUM. SINGLE HUNG WINDOW STD, MTG. RAiL c1.rk, PE.
- ew: a..• Fl 74T74 V&Aa& Artier b"1'a gPEW12
F,K. 12?15M4 J.J. S26N6 SM400 NTS8 7 2735 F awl