HomeMy WebLinkAboutMoore Revision Product Approval_0001STRAP AND TIEDOWN SCHEDULE
UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES,
ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET.
2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION.
TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION
TRUSS BEARING UPLIFT TRUSSTO
IDENTIFICATION JOINT REQUIRED MASONRY TRUSS TO
BOND BEAM WOOD FRAMING
A01G 2 21 12 491/1975/840 META16, 2xHETA16 N/A
A02 2 17 11 215/913/489 META16 N/A
A03 2 18 10 199/886/497 META16 N/A
A04 2 16 9 162/87l/501 META16 N/A
A05 2 17 8 149/828/513 META16 NIA
A06 10 2 17 413/138/ 446 META16 N/A
A07 2 18 it 159/816/421 META16 N/q
AO8G 2, 171 26, 14 185/664/757/110 META16 N/A
A09 2, 19, 141 11 177/753/708/149 META16 N/A
A10 2, 20, 14, 12 183/750/679/140 META16 N/A
All 2, 20, 14, 12 200/728/678/110 META16 N/A
Al2 2, 21, 141 12 169/783/589/126 META16 N/A
A13 2, 2L 141 12 180/772/572/144 META16 N/A
A14 2, 20, 13, 12 170/785/575/139 META16 N/A
A15 2 21 1 14 1 147/807/625 META16 N/A
A16 1 2, 14, 19, 12 1 I3P/7nn/R1aippp
A17
2, 13, 19, 11
.. -
128/741/844/333
rim i No
META16
N/A
N/A
A18
A19
2, 14, 211 11
2, 25, 17, 14
191/768/847/336
417/992/650/205
META16
META16
N/A
N/A
A20G
17
9
2789/2194
VGT
N/A
B01G
2
1
A74/874
META16
N/A
B02
B03
B04
1305
B06
B07
Bob
B09
B10
Bil
B12
B13
B14
B15G
MV2
MV4
MV6
MV8
MV10
MV12
MV14
ZCJl
2
2
2
11
12
11
11
10
11
it
10
8
8
10
1
1
1
1
1
1
6
3
4
4
4
4
2
8
7
11
2
2
2
2
2
2
2
2
2
2
2
2
3
5
5
5
5
7
4
508/508
508/508
446/446
350/449
339/441
343/432
345/430
347/428
345/430
343/432
342/434
404/495
402/496
891/841
13/32
44/49
9/53/167
11/55/158
14/66/214
18/80/262
218/210
3/181/18
META16
META16
META16
META16
META16
META16
META16
META16
META16
META16
META16
META16
META16
META16
N/A
MIA
N/A
N/A
N/A
N/A
NIA
META16 -
N/A
N/q
N/A
N/A
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
HUS26
VTCR
VTCR
VTCR
*VTCR
VTCR
VTCR
VTCR
LS30TOP &BOTT.
ZCJ3
3
2
43/147
META16 —
LS30 TOP &BOTT.
ZCJ5
3
2
91/157
META16 —
LS30 TOP & BOTT.
ZEJ2
3
2
32/147
META16 —
LS30 TOP &SOTT.
ZEJ3
3
2
53/148
META16 -
LS30 TOP
ZEJ6
3
2
137/173
META16 -
LS30 TOP
ZEJ7
3
2
140/174
META16 -
LS30 TOP
ZHJ2
3
2
40/214
META16 -
LS30 TOP <HJA%
ZHJ3
3
2
80/218
META16 -
LS30 TOP <HJA26
ZHJ6
4
2
6
103/292/63
META16 -
s30rDP <HJA2s
ZHJ7
All CrlAl nlCr^rno�c
4
cnriru-....,.-.�....
2
6
101/295/66
..---.' --__-- _
META16 -
LS30 TOP <HJA26
CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS CONNECTORS. ALL
* VTCR CONNECTIONS SHALL BE AT EVERY BEARING POINT
VERIFY CANT, OR STANDARD 12
HURRICANE STRAP PER TABLE 5
TRUSS - SEE ELEVATIONS
F = FILLED WITH GROUT RF = RECESSED
& FILLED W/GROUT
QUANITY OF #5 REBAR AT
I BOTTOM OF LINTEL CAVITY
8F16-1B/1T
L
QUANITY OF #5 REBAR AT
TOP OF LINTEL
NOMINAL HT,
NOMINAL WIDTH
#5 REBAR AT TOP MIN.
(1) REQUIRED
1 1/2" COVER
2 crlu LINTELS SHALL HAVE A
MINIMUM 4" BEARING
2•..'GROUT ON EACH END
a OF LINTEL CAVITY
8" �—IN LINTEL (VARIES)
NOMINAL
LINTEL INFORMATION
NOTE: ALL LINTEL TO 8F16-1B/1T UNLESS NOTED OTHERWISE
1. GARAGE HEADER TO BE 8F-16-1B/1T
CEILING �
\SINGLE 2X4 TOP
BDARD
PLATE NAILED
TO TRUSSES
1-16d NAIL PER
TRUSS
DRYWALL—
❑N EACH SIDE
OF WALLS
2X4 STUD WALL
NON
@ 16' ❑,C.
BEARING
FRAMED
WALL
SINGLE 2X4 PT
BOTTOM PLATE W/
8d CASE HARDENED CONCRETE
NAILS @ 18' ❑,C, \ SLAB
2X4 NON -BEARING
SCALE: 1/4" = V-0"
MAX.
WINDOW OPENING
IN MASONRY WALL
-� � DOOR OPENING � �
IN MASONRY
a WALL
MASONRY WINDOW/DOOR
BUCK ATTACHMENT
SCALE: N.T.S.
*NOTE: DOORS &WINDOWS SHALL BE INSTALLED
PER MANUFACTURERS SPECIFICATIONS TO
WITHSTAND THE MINIMUM DESIGN PRESSURES
REQUIRED (AS NOTED IN THESE PLANS),
A MAXIMUM OF A 1-1/2" FILLER
MAY BE USED BETWEEN THE PRE-ENGINEERED
STRAP AND THE TRUSS WITH TRUSSES
COMMON NAILS IF THE DISTANCE
BETWEEN THE STRAP & TRUSS IS
GREATER THAN 1/2" OR LESS
THAN 1-1/2". THIS ELIMINATES
THE SLACK IN THE STRAP TO
TRUSS CONNECTION. ROOF SHEATHING
TRUSS ANCHOR
USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED
STRAP IS MISSED OR FURTHER THAN
1 1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4"
(SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL)
& (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS
OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT
THE ENGINEER.
MISSED STRAP CONNECTION
SCALE: N.T.S.
TOP CORD
OF TRUSS /
SIMPSON 'VTCR' j
FASTENERS @ EACH
TRUSS INTERSECTION
IF ROOF SHEATHING IS NOT INSTALLED UNDER
VALLEY FRAMING, THE TOP CORDS OF THE
TRUSSES SHALL BE BRACED W/ 2"%4" PURLINS
FASTEN 2x4'S TO THE BOTTOM SIDE
OF THE TOP CORDS W/ 2-16d NAILS @ EACH
TRUSS. (ONLY REQUIRED UNDER VALLEY
FRAMING)
VALLEY TRUSS FASTENING DETAIL
ducK MASONRY OPENINGS
WINDOWS -
2"P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH
A. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE
OPENING.
1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1
1/2" MIN. INTO THE MASONRY WALL
BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO
PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN.
DOORS -
2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C.
PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1
1/2" MIN. INTO THE MASONRY WALL
BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOORJAMB INTO THE
MASONRY WALL W/ 3/16" DIA. TAPCONS
PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE
MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO
NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/
FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM.
2. WINDOW BUCKS ARE TO BE 2X4 OR 2X61 42 S.Y. PINE, PRESSURE TREATED TO
2.SCCA, BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA 1A
CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO
BE FULLY BONDED TO EACH OTHER.
3. FASTENERS ARE TO BE 1/4" 0 TAPCONS WITH MINIMUM PENETRATION OF 1
3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR
LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME
TO BUCK INSTALLATION.
4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE
BEAMS AND COLUMNS OR GROUTED MASONRY, CONTRACTOR TO COORDINATE
OPENING DIMENSIONS.
WHERE %41 P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE
OR MASONRY WITH I/4" O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1 %"
EMBEDMENT AT SPACING SPECIFIED BY N.O.A.
DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL
� 24 GA. EDGE-LOC 1.0 R-20 SPRAY
TRUSS BEARING FOAM INSULATION BUILDING
SEE ELEVATIONS FOR BEAM HGT. � OPENING ID DESIGN
BOARD
PRESSURE PSF
SHIM AS NEEDED BOARD
FOR LEVEL CLG, DOUBLE 2X4 TOP
PLATE NAILED TO
3/4" FASCIA OVER 2"x4" ,I 5/8" GYPSUM BOARD ON TRUSSES 2 2x12 #2 TRUSSES 1-16d WINDOWS +36,2/ -39.4
SYP HEADER W/ AL. DRIP EDGE LINTEL BLOCK TIE BEAM NAIL PER TRUSS
1'-4° I W/ 1-#5 CONTI, EACH COURSE OVER DOOR
CONTINOUOS VENTED SOFFIT VERIFY ELEV. WINDOWS +37.9/-41.1
1/2" DRYWALL � �1/2" DRYWALL
1/2" GYPSUM BOARD MIN.
CEMENT FINISH PER SPECS. MULLIONS +37.9/-41.1 FI-FOIL INSULATION R-4.1 zxa STUD
ix2 P.T. FURRING PER SPECS. WALL @ 16"
8" C.M.U. WALL PER SPECS. O.C. W/ SLIDING GLASS +33.9/ 37.1 SLAB REINFORCEMENT PER SPECS. SPH4 @ 4' DOORS
VERTICAL REBAR IN CONC. o.c. TOP &
FILLED CELLS PER SPECS. BOTTOM (SEE FOUND. & FLOOR PLAN) SWING DOOR +34.8/-29.9 /— CONCRETE SLAB PER SPECS, Rli
I// INSULATION
FINI HED FLOOR
0 -0 A.F.F. SINGLE 2X4 PT GARAGE DOOR +32. -39.4
• ....:=.:--:�:,,.-• — - B PLATE
W/ 8d CASE
•;y HARDENED 1/2' J—BOLT DR SOFFIT +37.9/-50.7
NAILS @ 18"
/ O.C. ANCHOR BOLTS
@ 24' ❑.C. W/
VAPOR BARRIER PER SPECS, 3' WASHERS
\ — -/- ROOF -89.2
\ CONCRETE
VERIFY FOOTING SIZE COMPACTED FILL PER SPECS. SLAB
ON FOUNDATION PLAN . ROOFING 89 2
2X4 GARAGE WALL SECTION UNDERLAYMENT
SINGLE STORY TYPICAL
WALL SECTION NEW SCALE: 1/4" = 1'-0"
SCALE: N.T.S.
TDDD N. SMITH, PE, INC.
PRODUCT APPROVAL MODIFICATION 1717 INDIAN RIVER BLVD. STE 302
PER ST, LUCIE COUNTY COMMENT LETTER VERO BEACH, FL. 32960
DESCRIPTION Ph. (772) 559-3699
1/Z" ]-BOLTS OR: HI LTI KBII 12-512
KWIKBOLTS, U.S. ANCHOR W1254,
RAWL-STUD 7424 W/2" DIA. X 1/S"
WASHERS
2"X6" P.T. ON ROUGH OPENING
(�1/2" BOLTS REQUIRED REFE
TO GARAGE OR
M�/ NUFACTURER FOR BOLT
a,
i.
OVERHEAD GARAGE DOOR BUCK
CONNECTION ON MASONRY DETAIL
FASTEN 2% P.T. TO UNDERSIDE OF LINTEL AS PER SCHEDULE;
— NAIL 2X FRAMING TO THIS TAPCONNED ZX W/ lOd @ l0" O.C.
• BEYOND OPENING, FASTEN 2X TO BLOCK AS PER SCHEDULE.
J/I
FASTEN 2%P.T. MEM BER TO MASONRY AS FOLLOWS:
FILLED CELLS &LINTEL: 1/4" X 4" TAPCONS @ 18" O.C.
HOLLOW CELLS: 1/4" X 4" TAPCONS @ 12" O.C. NAIL
OTHER REQUIRED FRAMING TO TAPCONNED 2X3S W/
lOd NAILS @ 12" O.C. STAGGERED.
WRAP FRAMING W/ 1/2" CDX
PLYWOOD NAIL W/ Bd NAILS
@ 12" O.C. ON ALL EDGES
FRAMING DETAIL FOR POCKET SLIDING GLASS DOORS
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
DESIGN MANUFACTURER MODEL # PRODUCT
PRESSURE APPROVAL
+67.5/ -67.5 CUSTOM WINDOW AW8450 VINYL
SYSTEMS, INC. AWNING WINDOW FL# 7060.1
+45.0/-45.0 CUSTOM WINDOW DH-6500 IMPACT VINYL
SYSTEM INC. DOUBLE HUNG FL# 17792.1
+50.O/-50,0 CUSTOM WINDOW
SYSTEMS INC. PW-6550 FL#17794.2
+65.0/ -65.0 CUSTOM WINDOW SGD 8800 FL#20838.1 SYSTEMS INC. I
+65.0/-70.0 PLASTPRO E FIBERGLASS DOOR FL# 17184.5
+48/ -52 DAB DOORS MODEL# 824/811 FL# 15371.1
+41.7/ -68.8 KAYCAN LTD ALUMINUM SOFFIT
116 INTEGRITY METALS
LLC
+NA/ 150 TRI-BUILT MATERIAL
GROUP, LLC
SV CRIMP
TRI-BUILT S/A HT TU
UNDERLAYMENT
FL #24564.2
FL# 29444.4
FL # 16048.1
F �HO.R�ACZ RES�D]ENC]E
JL JL P . JLl JL 'LJI, N 0 JL JLJ
4J 20 CONLEY PL FORT PIERCE, FL. 34951
WALL SUPPORT
EDETAILTO
I �I WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12
BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO
SLOPE .NAIL WITH 3-16d NAILS PER END
RIDG
MATCr I
I HIP CATS SHALL BE
I I CONTIN UODUS TO RIDGE
I (2) 16d NAILS PER END
W/
HIP TRUSS (HT)
I I
I
I
HIP GIRDER
T TRUSS (HGT)
I
I
I —
I
I I a
_
\`
No
I
I
i
� %
I I
I
I I
I I
n
EFT
S PLAN,
USS
TO
HIP TRUSSES
— NAIL HIP JACK TRUSSES W/ TOP
CHORD 2- #10 COMMON BOTTOM
CHORD 2-#10 COMMON
•� SUB -FASCIA BOARD
ROOF SHEATHING TO BE
J CARRIED OVER 2 SPANS
MINIMUM @ ALL LOCATIONS
NAIL END OF JACK TRUSSES W/ � HIP JACK TRUSS (HJT)
TOP CHORD 3- 16d COMMON
BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM
JACK TRUSS CONNECTION @ 1LATERAL RESISTANCE OF
HIP AND GIRDER TRUSSES
WOOD STUCCO SPECIFICATIONS
1. SPECIFICATIONS FOR APPLICATION OF PORTLAND CEMENT BASED STUCCO, ADDITIVES, METAL LATH AND STUCCO
TERMINATION AND JOINT ACCESSORIES SHALL CONFORM TO REQUIREMENTS IN FLORIDA BUILDING CODE, LATEST
EDITION, SECTION 2512, EXTERIOR PLASTER AND MEET ALL REQUIREMENTS OF ASTM C1063, LATEST EDITION.
2. USE PORTLANO CEMENT BASED STUCCO SPECIFICATIONS FOR BASE COATS AND FINISH COAT APPLICATION AND FOR
CURING, AND USE MANUFACTURER SPECIFICATIONS FOR LATH, BONDING AGENT, AND STUCCO WATERPROOFING
PRODUCTS APPLICATION,
3. EXTERIOR WALLS OF F RAME CONSTRUCTION THAT ARE TO RECEIVE STUCCO SHALL BE PROVIDED WITH A WARM
RESISTIVE BARRIER COMPLYING WITH ASTM D226 TYPE 11 PREFERABLY CARLISLE CCW705 PEEL AND STICK ATTACHED
TO THE SHEATHING WITH THE REQUIRED FLASHING AS DESCRIBED IN NOTE 6 OF THE EXTERIOR WOOD WALL
CONSTRUCTION SPECIFICATIONS.
4. A 80ND BREAK SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE STUCCO CONSISTING OF TWO
(2) LAYERS OF AN APPROVED WATER RESISTANT BARRIER. THE FIRST LAYER IS PROVIDED AGAINST THE SHEATHING AS
DISCUSSED IN NOTE (3.) ABOVE AND THE SECOND LAYER IS ACHIEVED WITH TYVEK STUCCO WRAP,
5. PAPER BACKED "TILATH" DIAMOND MESH SELF -FURRED LATH (TYPE 2.5 LBS. AS MANUFACTURED BY THE ALABAMA
METAL INDUSTRIES CORPORATION) MEETING FEDERAL SPECIFICATION U-B-790A FOR THE PAPER MAY ALSO BE
INSTALLED IN LIEU OF SEPARATE WATER RESISTANT BARRIER AND LATH. "TILATH" APPLIED WITH 16 GAUGE STAINLESS
STEEL STAPLES, WITH MINIMUM 3/4" PENETRATION INTO FRAMING, 6" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY.
LEAVE A 'SPACE AT PANEL EDGE AND END JOINTS TO ALLOW FOR EXPANSION.
6. CONTROL ]DINT PLACEMENT IS ALWAYS REQUIRED AT THE JUNCTURE OF DISSIMILAR TYPES OF WALLS,
7. PORTLAND CEMENT BASED STUCCO SHALL BE APPLIED IN A 3 COAT METHOD FOLLOWING ASTM C926 TO A NOMINAL 3/4" THICKNESS. BASE COAT STUCCO, SHALL BE APPLIED TO COVER LATH AND CROSS RAKED TO PROVIDE AN ADEQUATE KEY
FOR THE BROWN COAT. SCRATCH COAT SHALL SET AT LEAST TWO (2) DAYS BEFORE THE APPLICATION OF BROWN COAT
OR AS SPECIFIED BY MANUFACTURER. BROWN COAT SHALL CURE AT LEAST THREE (3) DAYS BEFORE APPLICATION OF
FINISH COAT OR AS SPECIFIED BY MANUFACTURER, FINISH COAT STUCCO SHALL BE APPLIED TO A NOMINAL 1/8"
MINIMUM AND FLOATED OR TEXTURED AS DESIRED. STUCCO PRIMER SHALL BE APPLIED BETWEEN ALL COATS
8. .PROVIDE CORNER BEAD REINFORCEMENT.
9. A MINIMUM .019 INCH, 26 GAGE, CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT
FLANGE OF 3-1/2" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN
ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4" ABOVE THE EARTH OF 2" ABOVE
PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.
THE WATER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE OF THE WEEP SCREED,
STUCCO JOINTS:
1. PROVIDE TWO PIECE EXPANSION JOINTS IN THE STUCCO SYSTEM WHERE BUILDING MOVEMENT IS ANTICIPATED: AT
]DINTS IN THE SUBSTRATE CONSTRUCTION, WHERE THE SYSTEM IS TO BE INSTALLED OVER DISSIMILAR CONSTRUCTION
OR SUBSTRATES, AT CHANGES IN BUILDING HEIGHT, AT FLOOR LINES, AT COLUMNS AND CANTILEVER AREAS,
2. PROVIDE ONE PIECE EXPANSION JOINTS EVERY 144 SF CUT AND WIRE TIE LATH TO THE EXPANSION JOINT ACCESSORY
SO LATH IS DISCONTINUOUS BENEATH THE ACCESSORY. DO NOT EXCEED LENGTH TO WIDTH OF 2-1/2" TO 1 IN
EXPANSION JOINT LAYOUT AND DO NOT EXCEED MORE THAN 18 FEET IN ANY DIRECTION WITHOUT AN EXPANSION
JOINT. WHERE CASING BEAD IS USED BACK TO BACK AS THE EXPANSION JOINT, BACK THE JOINT WITH BARRIER
MEMBRANE.
3. PROVIDE ONE PIECE EXPANSION JOINTS AT THROUGH WALL PENETRATIONS, FOR EXAMPLE, ABOVE AND BELOW DOORS
AND WINDOWS.
4. PROVIDE MINIMUM 3/8" WIDE JOINTS WHERE THE SYSTEM ABUTS WINDOWS, DOORS AND OTHER THROUGH WALL
PENETRATIONS.
5. PROVIDE APPROPRIATE ACCESSORIES AT STUCO TERMINATIONS AND JOINTS.
6. PROVIDE APPROPRIATE SEALANT AT STUCCO TERMINATI DNS,
TYPE I METHOD OF ATTACHMENT
IMPACT #10 WOOD SCREW EMBEDDED 1 1/2" INTO BUCK @
EACH FACTORY HOLE
IMPACT #10 WOOD SCREW EMBEDDED 1 1/2" INTO BUCK @
EACH FACTORY HOLE
(4) # 12 (G5) SCREWS EMBEDDED 1 3/8" INTO WOOD BUCK
IMPACT & EACH PREDRILLED MANUFACTURED HOLE, TOP & BOTTOM
OF MULLION
#10 SS WOOD SCREWS EMBEDDED 1 3/8" INTO BUCK @
IMPACT EACH FACTORY HOLE (TOP & BOTTOM: 6" FROM CORNERS &
12" O.C. MAX, SIDES 6" FROM CORNERS & 18" O.C. MAX.
1/4" X 2 1/2" PFH ELCO SCREWS MIN. EMBEDDED 1 1/4"
IMPACT INTO BUCKS @ 6" FROM CORNERS & 14" O.C. ON SIDES W/
1/4" X 2 1/4" PFH SCREW 6" INTO CONCRETE SLAB
IMPACT ATTACH W/ 5/16" X 1 5/8" LAG SCREWS/ HEX WASHER
HEAD TYPE A @ EACH MANUFACTURERS TRACK BRACE
ATTACH F-CHANNEL TO WALL W/ MIN. 0,097" DIA HARDENED
NA T-NAIL OR STUB NAIL INTO WALL (MAX. SPACING 24" O.C.) &
W/ (3) 48 GA X 1 1/4' WIDE CROWN X 1" MIN LENGHT
STAPLES SUB FASCIA
NA ATTACH #10-15 WOODTITE FASTENER SPACED @ 12" O.C.
HAND ROLLER AND/OR WEIGHTED ROLLER TO ENSURE
NA THERE ARE NO VOIDS, AND ENSURE THERE ARE NO
VOIDS/BRIDGING AT SIDE AND END -LAPS
REVISIONS TO THIS PAGE (7-1-2020)
CONSISTED OF MODIFICATIONS AND
ALTERNATE PRODUCTS TO THE PRODUCT
APPROVA) L�
2\�
NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN LD
'cTaltle to all documents which bear the ORIGINAL INK SEAL OF A FLORIDA LICENSED
pyrlght of Todd N. Snith, P,E. Is vested
solely In Todd N. Snith, P.E. these ENGINEER DESIGNED LD
documents are provided to {he o ner \Y�Illll ll/r/ '
alely In connection with {his protect, \\X��^,Dad •� yy// CHECKED TNS
Any other use or reuse of these y
documents or nny reproduction, display, `% ,/
snle, or other disposition of these
documents w y anyone s pof Tod � �. �• DATE MAR. 2C
prohidited Ithout ne Is { f Todd N.
Snith, P.E. pursuant to the Federal �� SCALE SHOWN
Copyrleh{ r : O _
@ 2019, TDDD N. SMITH, P.E. _ Z SHEET 5
TDDD N. I:TF, Pti$?y4'082Em� Joe # 20021
N•.......ye \�.
n JON\