HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: y PERMIT#
REVISION FEE: - RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: kA, Evr� pi-elice
? �
DETAILED DESCRIPTION OF PROJECT
RE SIONS: a lz
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST. LUCIE CO CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: ) qd eS p. c&
ADDRESS: ^ ,� `er� vd.
CITY: r' rc-e STATE: t-L ZIP: 5
PHONE(DAYt IME::7:2 3 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17
�
4�
t ��� ���� ��
aA ¥ � �
? �i $� # �§� �
l\ #� �� ��
�
WITHOUT FRAME WIDTH
L / SIDELITES T
I w/ASRAGAL_
IERING TO
ZE PRESSURE
E 7, MINIMUM
LER STRUCTURES,
IRES LISTED.
HURRICANE ZONE (HVHZ),
ERS) IS REQUIRED. C9
00
)EBRIS REGION, = d
ERS) IS REQUIRED. CQ
DEX OF 50 z o
'ER ASTM E84.
FACING LITE FRAME
752 'F > 650 'F 842 'F > 650,'F
0.56 IN MIN 1.28 IN MIN .
53.47. _ 70.2%
3.2% DIFF f:8? .DIFF
DSITE FRAME (WHERE USED): _
RESULT
779 'F > .650 'F _
0.0 IN/MIN
MIN oto
39.0%
DOUBLE DOOR UNIT W SIDELITES
3.6% DIFF f �
:R WEATHERING
e e e
DOOR UNIT _SINGLE DOOR UNITSINGLE DOOR UNIT SINGLE DOOR UNIT WfSIDELITES (POUR E DOOR UNIT WZSIDEL
WITH SIDELITE WITH SIDELITE
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
MAX WIDTH INSWING OUTSWING I INSWING BUMPER 0 S 1, Z-SERIES 0 S HP 0 _S T4 0 S HIGH DAM 0 S
37.5 +40.0 . -40.0 +40.0 -40.0 N/A 1 +25.0 -25.0 1 +40.0 -40,0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0
74 +40.0 4 -40.0 +40.0 -40.0 1 N/A 1 +25.0 -25.0 1 -1.40.0 7 -40.0 N A +40.0 -40.0 +40.0 -40.0
D 75 ^ +40.0 4 -40.0 +40.0 -40.0 N A 1 +25.0 4 -25.0 1 +40.0 -40.0 N A +40.0 -40.0 +40.0 7 -40,0
I a
�.. �.. 3"
6" 6"
6a " z z
3 (D (D =
O
In
W U
a a SEE DETAIL
U) D
� J
Q �
w SEE
6"
6" 3"
c
6" 6"
L_ _ I
3" 3" 3"
3„ 3" 3" 6" 6a
6" SEE DETAIL6"
#8 X 2"
"Fa
ASTRAGAL RETAIN
0 x 5/8" - o
MUST BE DRILLE1
THE THRESHOLD
STRUCTURE DEEP
0 x 5/81"" ." �, FORA 1 .375" TI-
#10 x DETAIL E ASTRAGAL „ ,�
c
2-112" ATTACH ASTRAGAL RETAINER BOLT DETAIL..".F" ASTRAGAL
10 x 1 " STRIKE PLATE TO FRAME
AS SHOWN.
0 x 5/8 .
DETAIL "C" Realty
1" OR 1/2-INSULATED GLASS 1"OR 1/2"INSULATED GLA:
1 1 OECORATIVE INSERT
2 HOrF MELT 1TOMER t-(0124 TEMP. MIME
.437" ELASR
d!6 x 1-1/2"PIIS 16 x
T
8WY1. FOAM. OR METAL SPACER
BUM FRAM, OR METAL SPAM
MPERMPER O/S THRESHOLD THRESHOLD HP OZS THRESHOLD NOT MELT/" y� •1 1/2"617E Mn MELT
ELASTOMER �'` ELASTOMER ~y :
.y . M,
J
e s e 1 t 1 1 1 6 f 66 6-
I � 6„
r
0
In
D �
W
U
SEE DETAIL
"D" SHT. 2
J
Q 0
Or
fY in
Og
6" — —
6"
0
6"
i I I II' 11 II II
3"
' 3"
3 3 3"
SEE DETAIL
"F" SHT. 2 6" — 6-
HARDWARE SCHEDULE
"HARDWARE _SCHEDULE
1 . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCI
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO E
)ING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
1
BERTO LOMAS, PE 2. 4" X 4" FULL MORTISE BUTT HINGES.
LOWEST (LEAST) MIN,� ,� o ,�
• .�0.25
DIFFERENT FASTENERS MAX
SHIM 1"x1/2" CORRUGATED
JAMB, HEAD, AND
3 FROM EACH END #E
YZED FOR THIS UNIT INCLUDE CL —_� �� 1MIN c ' Y.AND 7" oc
APCONS, AND #10 TEK SCREWS. ;;; MAX
PLACED IN SHIM SPACE AT EACH + SHIM ALATEI
1 EDGE DISTANCE MIN 2-1/2". CL CAULF
:E MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY "'_ ACRYLIC
ANCHOR INSTALLATION : . CAULK
UCTURE MUST BE SUFFICIENT TO
vl BEYOND STEEL INTERIOR SURFACE. a . . ' • s• 1X BUCK MASONRY COMBINATION WOOD Cott
1.50" ANCHOR INSTALLATION MULLION (BOXED) MU
MIN _„_ 0.25" 3 10X2-1 2" (4)0910:
HEAR DESIGN VALUES COME FROM MAXH (W EACH –1 SCREWS
-TERN PINE LUMBER AND ACHEIVEMENT
MENT. THE TAPCON MUST ACHIEVE CL _. �_,_ _Ls r� H
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rllomasna lrlomasoe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor Al
, - Area Load Ind.
Zane z O.C. Cop. Load Result
(ft) (lbs) (in) Qty
79.25 (in) (Ibs) (Ibs)
j Al 2.3 138 N/A N/A 145 1 138 OK
1-- 1-t A2 7.7 463 6.00 21.00 145 5 93 OK
72.75 A3 7.7 463 N/A N/A 145 4 116 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
'-- -'- -'--- ---i Max. Anchor
-. Area Load Ind.
Al Aa Aa Al Zone 2 O.C. Cap. Load Result
�Y Y ` Y Y� (ft) (Ibs) (in) (in) (lbs) Q (lbs)
A3 A5 A3 1 j f 79.25 Al 2.4 146 N/A N/A 145 2 73 OK
Al Aa Aa Al A2 7.9 473 6.00 21.00 145 5 95 OK
A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A4 2.3 138 N/A N/A 145 1 138 OK
A5 7.7 463 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
36.38- - -- 36.38
6.00 TYp.-i- 6.00 TYp.-L- 18.19 TYp.
3.00 TYR
6.00
I
18"
MAX
O.C.
I
I
I
I
79.25
I
i
i
6.00 �� ��
- �- �\VJ••\GEAIS••�cA�-i
*• 0 59 •
j •
AT OF • ��
ss� NAI.��C�,�`�
r111w
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rl IOmasO-Irlomas oe.com
Double door with sidelites
7---37.50— 36.38 35.38 37.50
V—18.75 TYP.—J
6.o0 TYP.-_ — 6.0o TYP.-Ir — —18.19 TYP.--
3.00 TYR-J
--_---6.00
i
18"
MAX
O.C.
I
i
I
79.25
i
I
I
I
I
6.00
IV
TAT U F
•ccs`,�10R1D1
�ONAL N
1(111.111
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
I
/ L. Roberto Lomas P.E.
.1 1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rIIoma5()IrI0maSoe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
`♦♦ 5 R• L C3 �,i
EN
SFS,cP
51
D TAT O F • ccO �
• 0RIO
ig
- - . • tyC5���
ZONAI`�����
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
NOTICE OF PRODUCT CERTIFICATION N.,
Company: Masonite International Corporation Certification No.: NI013717.03-R2
b1� 1955 Powis Road Certification Date: 05/12/2017
West Chicago, IL 60185 Expiration Date: 05/31/2021
1 Revision Date: 05/02/2018
r
Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
� r` (w/Wood Frame or Worldwide Composite Frame 4 unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" +40/40 0.0 psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
X O/S Glazed 3'0"x 6'8" +40/40 3.75 psf 1/6.0 psf 2 No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/
Single 8.25 psf 3/9.0 psf s W-1843/W-1860
7.5 psf Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
XX I/S Glazed 6'0"x 6'8" +40/40 0 psf No ATLNC 0829.01-16/ATLNC 1013.01-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
XX O/S Glazed 6'0"x 6'8" +40/40 3.75 psf 1/6.0 psfz No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double 8.25 psf 3/8.25 psf 5 Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
XO/OX I/S Glazed 6'0"x 6'8" +40/40 0 psf Door-No ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
XO/OX O/S Glazed 6'09'X 6'8" +40/40 3.75 psf 1/6.0 psfz Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelite 8.25 psf 3/9.0 psf 5 Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXO I/S Glazed 910"x 6'8" +40/40 0 psf Door-No ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXO O/S Glazed 9'0"x 6'8" +40/40 3.75 psf 1/6.0 psfz Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelites 8.25 psf 3/9.0 psf 3 Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXXO I/S Glazed 12'4"x 6'8" +40/40 0 psf Door-No ATLNC 0829.01-16/ATLNC 1013.01-16
Double w/SideliteS Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXXO O/S Glazed 12'4"x 6'8" +40/40 3.75 psf'/6.0 psfz Door-No ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double w/Sidelites 8.25 psf 3/825 psfs Sidelitse-NO Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0189-17
1-Denotes Bumper Outswing Threshold 2-Denotes 2-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-w-1815 5-Worldwide Pro T4 Threshold 6-Denotes HP Outswing Threshold
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
L. Roberto P.E.
P Lomas
m
1432WoodlordRd. Manufacturer: Masonite
ii?Wsville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(a lrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(wood frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/6 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member: Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in
Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F•m= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode Im Mode I, Mode 1T Mode III. Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z.= 302 lbs Z�= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate: Hallow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al Al I- Area Load Ind. Max. Anchor
Zone z O.C. Cap. Load Result
-YYAz 79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)
Al Al _ At 2.3 138 N/A N/A 155 1 138 OK
AZ 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf ```�,l
Max. Anchor X\ R• 0 //�
Al A4 A4 Al -` Area Load Ind. �N �� s • • • a "�/
Y Y Y Y Zane z O.C. Cop. Load Result „. •
A2- - - - A2 (ft) (lbs) (in) (in) (lbs) Qty (lbs) �`v•.V`C s�•q(� �i
/I� /I� 79.25 AI 2.4 146 N/A N/A 155 1 146 OK vim,
Al Aa Aa Al AZ 7.9 473 6.00 21.00 155 5 95 OK 4- TAT
A3 7.8 468 N/A N/A 155 4 117 OK147.75 rc
A4 2.3 138 N/A N/A 155 1 138 OK �. OF •141
A5 7.7 463 N/A N/A 155 1 3 1 154 1 OK % • ••' Cf
NAL
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd.. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(cDIrlomasoe.com
Anchor Locations:
Double door
36.38 --- -36.38-
6.00 TYP. 6.00 TYP. 8.19 TYP,
3.00 TYP� --
I I
_ 0
I
18
MAX
O.C.
I
I
79.25
I
I
I
I
i
Ii
6.00
I
i�� r5 • • • • d2l �/r.
. .. J • CEN . q �:
*• ( 51 •
�=
TAT Of
0% ZORtD :•+'�'
ZONAL "F
���tfllif11�1
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
,09-wisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(WIrlomasoe.com
Double door with sidelites
L-- 37.50 36.38 L 36.38 37.50—
�—18.75 TYP.—
6.00 TYR-L—J 6.00 TYP. —18.19 TYP.
3.00 TYR
T-
6.00
I
18"
MAX
O.C.
I
I
i
i
79.25
i
I
i
I
J-
6.00
0���ti
�N`` r. ` " ' . �j?
v•�� G E N�S'�,•gcS�
*• 051 •
TAT OFA.
4 OR Mot"
•
w
k�
jsONAt
�
11-111:1
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
t%Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas cDIrlomasoe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
IR
�`�,'•v�G E N S •gct'
• 051 • _
TAT OF
i���►s•l OR.tD .
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
p .
3 Silver Line
SILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW(2127)
(IMPACT RATED)
�a
E�yg
' to—
GENERAL -3
Na 5z t��3m3�e7
C3 �i ogE
NOTES:
L THE PRODUCE SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS W j y
MANUFACTURED TO COMPLY WITH THE 6TH EDITION CONFIG. DESIGN MISSILE o m�
FLORIDA BUILDING CODE(FBC)INCLUDING HVHZAND HAS WIDTX ME, PRESSURE IM PACE RATING SHEET REVISION SHEET DESCRIPTION w a
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 S2' 73' 0/X X5/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL
• TAS 202-94 Z ELEVATION&ANQIOR IAYOU
• TAS 203-94 I3 REMARKS BY DATE
• ASTM E33002 3 - VERTMALSECTIONS
• ASTM E1986d5 MFKED..Nw aWWu
• ASTM E1996-06/D9/12 4 HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-M 5 HORIZONTAL&VERTICALSECTIONS,INSTALLATIONNOTES&
Z. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT _
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE
ENGINEERORARCHITECTOF RECORD FORTHE PROIECTOF
INSTADlydlysignaa bR� yq�g?F.Ibrem.P
LLATION. Roason:l IbD '9•y-'ElS4�ppEEM
43/64"OA I.G.LAMINATED GLASS Daro:2 j 8�S �5 r
3. 1XAND 2X BUCKS WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: N
7 ANCHORED AS SPECIFIED HEREIN.REFER TO SHEETS FOR 1/8'ANNEALED GLASS
FURTHER DETAILSOF BUCK INSTALLATION. �{ 7/32°STEEL SPACER C
,r �.
F 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE I 3/3SAFLE2'ANNEALED GLASS * f OI �]�:.*
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR I 0090°EASTMAN MAN CHHEE INTERLAYER
BY
MICAL COMPANY
ASPECIFICSITE.IF SIZE CONDITIONS CAUSE INSTALLATION 3/32'ANN EALED GLASS
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, //L�.°• ``
4 A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITEO,(.••ry 11K•Is�P `
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INNONV
E ' NAL
APPRO.HYAML ORE03TAINED FROM MAREAS.IN HVHZ AREAS, I4AMI-DADE RER OR EXTERIOR / \� INTERIOR 7'Y7�KL��?4``,``
AHI.
S. APPROVED IMPACT PROTECTIVE SYSTEM Q NOT REQUIRED I orH Ati �
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
x PACER
RESISTANCE. STEELS3/32. FLM:
MIN.GLASS F L19715
- 6. WINDOW FRAME MATERIAL:PV[ 1/e°OR 3/32° BITE 7/16"
SETTING BLOCK
7. IN ACCORDANCE WITH THE—EDRION TBC,WOOD DOW99SSEALANT DATE:
12.11.17
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEON ED IN DWGLMA.-S
CHK.BY:
g CHAPTER 23, GZINGDEfAILI
LAHFN
E 8. GIASSMEMTHEREQUIREMENZOFASTME1300 NOTE: SSE: NTS
f
GLASS CHARTS.SEE SHEET SFOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.q: SWDO11
d SAFETY GLAZING REQUIREMENTS OUTUNED IN SHEET:
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
i
Sihrer Line
7 AAsxle�n
a
oxsRLVEDuxsoDm
xaxmeCCnmawecwmom
MAX OA FRAME !N S ?
WIDTH 52' 5
MAX D.LO.
WIDTH 47.69' uh'
� O j
3°MAX. 6°MAX. 6.25'MAX
A B FROM O.C. FROM
3 3 CORNERS
CORNERS _
wj 0 �$
I NOTE:
J- ALL FASTENERS ABOVE w
THE MEETING RAIL IN w a
D THE INTERIOR JAMB
MAX.D.LO. 0 •0• 6*MAX TRACX MUST BE FIAT HEAD
HEIGHT33 C O.C. 1 REMARKS BY DATE
Lw ns/s.N
12.50'MAX
O.C.
MAX O.A FRAME
HEIGHT73" 'r—
MAX
D.L.O. 'X' 3'MAX. 6.25"MAX i
HEIGHT 33.50' FROM FROM mnAvman.amrm�D
CORNERS CORNERS x�I`1sTS F ssrT�YY�''
'A u
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT :o�•-st T
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW .................
i�� @ � ?��x�
S C7NAL. a`
«veld' tiwa�T`.
yy BI�IDD C�3 DgIC�
A FL q:�r
FL19715
DATE: 12.11.17
y DWG.BY: "ON
HK OBY:
j LMS N
$ SCALE: NTS
$ DWG.B: SWD011
SHEET: n%/
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7
NG �SEEGLALNG
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REMARKS BY DATE
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f
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NAL
s � � i � N loel{Nw�At�ltt
FL#:
FL19715
DATE: 12.11.17
Y DWG.BY: I CHIC BY:
LMS HFN
SCALE: NTS
3 3 VERTICAL SECTION DWG.: SW�oll VERTICAL SECTION SHEET:
3
OF 5
a Silver Line
s
.�° B"
w�
ci
SECTION FOR INTERIOR i "
BLOCK&TACKLE SEE GLAZING SEE GLAZING SECTION FOR
BALANCERS \ DETAILSHEETI DETAIL SHEET I �� gcp NASTNAry FORCE a --g
a3 E
i a_ }ma
EXTERIOR c
\
D.L.O. \ I' \0
REMARKS BY DATE
MAX.FRAME WIDTH erx reeeomon ur WrN�
HORIZONTAL SECTION
q
FIXED IAMB
SEE GLAZING SEEGLAZING -TMO00O1F`" �—
DETAILSHEET I INTERIOR DETAILSHEETI o
i
z 00
•fl �4TAT i 4!
E EXTERIOR
4¢ D.L.O. HwAT1E�
MAX.FRAME WIDTH rs[mrt°v�unn
F FL N:
p�HORIZONTAL SECTION FL19715
q
FIXED JAMB DATE: 12.11.17
g DWG.BY. CHK BY:
y LMS HFN
9 SCALE: NTS
DWG.A: SWD011
SHEET:
4
OF S
f
1/4°MAX.
MIN. SUBSTRATE (r-• SUBSTRATE MIN.EMBEDMENT
3 ST—R'O CE SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 "Y
OTHEILS � BY OTHERS L'Axd°��A
INTERIOR SCREW IN THE INTERIOR
CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT SCREW IN THE EXTERIOR Wa xRTMNumwia�N�imsm
CHANNEL i a
PERIMETER SEA
IAM —� V4•MAX f ..
PERIMETER SEALANT
BY OTHERS SHIM SPACE n o Z
BY OTHERS
SHIM SPACE
EXTERIOR INTERIOR EXTERIOR EMBEDMENT EXTERIOR INTERIORS�Zo o'^3a
VERTICAL SECTION � HORIZONTAL SECTION nHORIZONTAL SECTION c i s, o t 1
6 THROUGH FRAME(READ) 6 THROUGH FRAME(JAMB) �6J NAIL FIN(HEAD)
W�rz� oma
�s tl�o m
u4"MAX, REINFORCEMENT DETAILS >
SUBSTRA �BHIM SPACE
BY OTHERS I ��{ 0.34° FZ
F
0.83• -SII 0.87°
INTERIOR Lam{ '.-.`• I r REMARKS BY DMFKMMN ATE
2 .�--1- J_' 0.13°
U,sF/sNT
i 0.77" p.9 T
o INTERIOR-L— t p.p6= 0.87"
EXTERIOR i pT
w 1 LOCK MEETING RAIL BOTTOM LIFT RAIL&SASH
r 1 LOCKRAILTOP
f T EXTERIOR O ALUMINUM O ALUMINUM 3 ALUMINUM
MIN.EDGE
DISTANCE
HORIZONTAL SECTIONVERTICAL SECTION �Y�"LLL.
EB F.
i NAIL FIN(JAMB) MEETING STILE
.INSTALLATION NOTES: ANa.KKis Lcnec //�:��(�(1vv�1
( L Tt ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MEnlao � � ANfHafts[NERAE 1xN FAl9mLFlR DisTALg •OCg ,•t K`
woos.AN.sD•Pss row000suaw arz• A'! [V�
Y 2. THENUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOO PAN IffAD la :�(
PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAawo Fw sTs�Anv v>x ��j CCS••..........
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF*IP INCH THE DEPICTED LOCATION B % nra �Tu.�� B� ��i7s/ANAL E?L%
SPACING IN THE ANCHOR LAYOUT DETAILS ILE.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE �NtAEAkALdc
n0 PAV MEAD PI
NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR T07HE NEXT. p�ppR�� ..s' o.m• aRms�MA
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM wOD.x.nra sD'aS gym^ AOS
77 nO MTNFAD DITNE
p
STACK BE 3/B INCH.SHIM WHERE SPATE OF 2/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTPUCIEO PRIDRpylnEy is s.Ts• FL N:
OFHIGH DENSITYPLASTICORBEI'TER. FL17^715
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDE WALL FINISHES,INCLUDING BUT NOT UMITED TO STUCCO, nIX OPAN .� o- r
FOAM,BRICK VENEER,AND SIDING. TgtOUCa1 FP.LLR: °�TAL.Bax.IC£sial DATE: 12.11.17
L01h•vaI
g no MINE�o nnE sT�'W$1NV DWG.BY: CHK BV:
6. INSTALLATION °ENEfx'LTbxx�� °� LMS HFN
HAVEACORROSION RESISTANT COATING. xAEWpi p°'1'P� METAL
7. FORHOLLOWBLOCXANDGROUT FILLED BLOCKDONOT INSTALL INSTALLATION ANCHORSINTO MORTAR JOINTS. WwRTE:°casa0v51 �T 1a ..Ts• SCALE: NTS
EDGE DISTANCE
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK DWG.A: SWD011
R. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION '�°•° axgNwTAPcax 1a ..1g SHEET:
INSTRUCDONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM ase Mn.A00Psi MTNEM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK USE FLATHEAD ANCHORS. OF .5
I .
SILVER LINE WINDOWS AND DOORS Silver ie
5 V1 SERIES/50 SERIES
01ERIYDRW
RGRM Baw4Tmw
GLIDING PATIO DOORS (5500/5700)
Wp0 yqu p��e
GENERAL NOTES: HR
TABLE OF CONTENTS ;E\
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION SHEET REVISION SHERDESCRIPTION
FLORIDA i t m
BEEN
CODE OEXCLUDING HV`HZFOLLOWING:
AND HAS 1 - GEN ERAL NOTES 8 GLAZING DETAILS
BEEN EVALUATED ACCORDING TO THE FOl10WING:
• AAMA/WDMA/CSA IOIAS.1/A440-11 Z - ELEVATIONS&ANCHOR LAYOUTS k Q /a
$� 2.ADEQUACY OF THE EXISTING STRUCTURAL 3 VERTICAL SECTIONS t \
R„ CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORQONTALSECUONS F
S AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF REMARKS BY GATE
! WTTH5TANDING AND TRANSFERRING APPLIED PRODUCT 5 INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE
LOADS TO THE FOUNDATION IS THE RESPONSI BIUTY OF THE 6TH FBC EDITION n FM 10/17
ENGINEER ORARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3.IX AND ZX BUCKS RVHEN USED)SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE BUCK DESIGN AND INSTAUA71ON IS THE DESIGN PRESSURE TABLE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACTRATING
R 4.THEINSTAUA710NDEFAILSDESCRIBEDNERDNAREGENERIC R.-�Xjj� '°M E
ANDMAYNOT REFLECTARUAL CONDITIONS FOR A SPECIFIC 96.0'%82.0' XO •25/-25 PSF NON-IMPAR
SITE.IFSRECONDITIONS CAUSE INSTALLATIONTO DEVIATE Da .�19 �'
FROM THE REQUIREMENTS DETAILED H EREIN,A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 72.0'X96.0' x0 ♦20/-20 PSF NON-IMPAR
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NONiNHZ _� N .]
AREAS.IN HV14Z AREAS,ONETIME PRODUCT APPROVALTO 76.0'X82.0' %0 HO/-30 PSF NON-IMPAR IT •:
BE OBTAINED FROM MUIMI-DARE RER OR AHL. '•D S/1 OF ZC
5.APPROVED IMPAR PROTECTIVE SYSTEM ISREQUIREDON 72.0'X80.0' xo .35/-3S PSF NON-IMPAR :PO0 )pp erw
D THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE
6.WINDOW FRAME MATERIAL:PVC ,�SS 0
71 /1 fiP�E.LG
7.CASS RTS.SES THERE FOR MENTSGLAZING
DETAILS.E1300 GU155 Nm•o �
CHARTS.SEE SHEET FOR GLAZING DETAILS. 3/a'DAINSuuIEDGNSS �'KwiM�•n
FL R:mn
g FL14998
DLLFAIOR -OR GIALN�THICIMESSANDTYPESHALL DATE: 09.26.17
COMPLY WITH ASTM E-1300GLASS DWG.BY: I CHK BY:
CHARTS REQUIREMENT CL HFN
a
SCALE: NTS
DWG.N: SWD037
OS'MIN.GVST SHEET:
B"E GLAZING DETAIL
u OF 5
t UNIT MAX UNIT MAK Silver Line
WIDTH 96' WIDTH 72' MAmkrseFi
MLD MAX. Ml*D.LO M .
$ WIDTH 43.25" WIDTH 31.12S"
p B A B
3 3 3 3
x nG xivnq�unBm E
O h�33 it
D E F D E F �O � OypyRy�
UNIT A B C D.LO.MAX A B C o0$ ? Oe^
HEIGHT
°O. 4 HEIGHT75.0"
MAX. D.LO.MAX ¢V, 51
HEIGHT HEIGHT �u Z
96.0' 89.0° O o
REMARKS BY DATE
6TH FBC EDITION FM 10/17
ELEVATION ELEVATION
3
n 18.0"MAX.
18.0"MAX. 6.0"FROM (TYP.) 6.0'(TYP.) ``,`1T1111111r!!!/i
6.0"FROM (TYP.) +{ 6.0-UP.) CORNER(TYP.) � .. O
CORNER(TYP.)
4 rN E S 'gyp
?* N .77
c
'fl S A OF a:
3' 18.0"MAX
O.C. O E
18.0"MAX /7xo6HnFaRA'i�`
4 —T O.c .s
e "o"
FL14998
t DATE: 09.26.17
DWG.BY: I CHK.BY:
CL HFN
SCALE. NTS
ANCHOR LAYOUT ANCHOR LAYOUT OWG•o. SWD037
THROUGH FRAME THROUGH FRAME SHEET:
2
OF 5
4
Silver Line
gAmknni
S
m�neeu ¢w�m
Doa�DoDD° D° oDOD°
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_ SEE GLAZING SEE GLAZING W�u�ni F
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f / REMARKS BY DATE
6TH FBC EDITION FM 10/17
MAX
MAX MAX EXTERIOR INTERIOR MAX. MAX EXTERIOR INTERIOR
FRAME PANEL D.L.O. FRAME PANEL D.L.O.
HEIGHT HEIGHT OPENING HEIGHT HEIGHT HEIGHT
,� ``AAllillllf//fl'
SEE
GLAZING
DETAIL ING SEE GNG ���� E• '�
5 V DETAILL SHEET DETAIL SHEET 1 •�N 7 7 PO'
4 1 �p SA OF E/Y
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FL#:
El FL14998
Quo a❑❑D°��O U-1 LJoC7°��
DATE: 09.26.17
g DWG.BY: CHK BY:
CL 4N
r SCALE: NTS
n VERTICAL SECTION rB-� VERTICAL SECTION DWG.n. SWD037
3 SNAP ON NN INSTALLATION 3 THROUGH FRAME INSTALLATION SHEET:
OF 5
Z Silver Line
SEE GLAZING hAncKYsen
DETAIL SHEET
SEE GLAZING
—� INTERIOR DETAILSHEETI
on—
SEE GLAZING SEE GLAZING I� xmxee�ll�
Lam• DETAIL SHEET DETAIL SHEET C�
INTERIOPrN =j
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o / o�1 N (D
HIM
L G00
p
=1 r
EXTERIOR EXTERIOR
>; MAX D.LO.WIDTH MAX D.L.O.WIDTH I REMARKS BY DATE
MAX.PANEL WIDTH 6TH FBC EDITION FM 10/17
MAX.FRAME WIDTH
n HORIZONTAL SECTION HORIZONTAL SECTION rC--, HORIZONTAL SECTION
4 THROUGH FRAME INSTALLATION 4 MEETING RAILS 4 THROUGH FRAME INSTALLATION
2 SEE GLAZING
@ DETAIL SHEET 1 SEE GLAZING
5 _ INTERIOR DETAILSHEETI
L—]—JTZ /—o c�o� � :'\,\ E S'• 'P'�
CO. L= OC� O 5
3 r SEE GLAZING SEE GUSING
1�. DETAILSHEETI DETAILSHEET3 -O
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^ INTERIOR 11 i�% O IOP•'v/�
)r o ❑ / L I L`���
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FL#. n �
�- FL14998
r ° DATE:
09.26.17
u L- DWG.BY: CHXBY:ExrEaoR EXTERIOR CL HFN
1
MAX D.LO.WIDTH MAX D.LO.WIDTH SCALE: NTS
MAX.PANEL WIDTH DWG.R: SWLll)
E
MAX.FRAME WIDTH SHEET:
HORIZONTAL SECTION EHORIZONTAL SECTION F HORIZONTAL SECTION 4
SNAP ON NN INSTALLATION MEETING RAILS SNAP ON FIN INSTALLATION OF S
? Silver Line
MIN.EDGE DISTANCE MIN.EDGE DISTANCE MMditwl
SUBSTRATE BY OTHE SUBSTRATE BY OTHE
5
MIN.EMB.
NOTE: MIN.EMR. rWavnacw�asm
IAMB HAVE SIMILAR DETAILS ^^ /'
Llon��o��F4TIII� ❑o
V1- A
4•MA
LIoLS�o
SHIMSPACE SHIM
SPACE PACE
EXTERIOR INTERIOR EXTERIOR INTERIOR
�
a p b
w tD
ANCHOR DETAIL ANCHOR DETAIL
5 THROUGH FRAME(HEAD) 5 THROUGH FRAME(HEAD) ,� Q
SNAP ON NAIL FIN
Y
REMARKS BY DATE
6TH FBC EDITION FM 10/17
INSTALLATION NOTES:
ANCHOR SCHEDULE
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MIN.EDG
8 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OFANCHORS TO BE USED DISTANCE
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. WOOD:MIN.SO-OAS 010WOODSCREW 1.5 0.75
3. INSTALL BSDACINGDIVIDUAL IN THE ANCHOR WY0UT DETAILS(I.E.,T10N ANCHORS IN A ITHOIR CONSIDERATIONE OF INCH TH OF TOLERANCES).EIED LOCATION METAL 18 yry¢¢I,MIN'
IN Fy-333KS1 014TEKSCREW PENETRATIONSONO0.75' `\\SGE 3 THREADS MIN \\L\LI.I It,,,
TOLERANCES ARE NOT CUM UTATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. THROUGH FRAME
CONCRETE'NSmy W TAPCON 1.75'
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM MASONRY:
UW
a ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. AST
M CBO Mi N.POW 1N'TIWTAPCON 1.75' 2.5
g
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. PSI b S A OF Q•
¢ S. MINIMUM-.B..E--A IED.E.I—.EXCLUDE—Fl..El,.II-D....-NOTUMNEDTO .(. O IDP•' Q/��
p STUCCO,FOAM,BRICK VENEER,AND SIDING.
6. FOR MASONRY OR CONCRETE OPENINGS,AIX WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE 0
MINIMUM EMBEDMENTAND EDGE DISTANCE REQUIREMENTS ARE STILL METWITHIN THE rtr(F7IN moi
{ CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 03 ON SHEET I FOR MORE INFORMATION. mno6 �
oiw°°'\ Art
7. INSTALLATION ANCHORS AND IONASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT nR
S1 MATERULL OR HAVEA CORROSION RESISTANT COATING. FL O:mgr
R. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTAUATIONANCHORS INTO MORTAR FL14998
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EWE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. DATE: 09,26.17
9. INSTALLATION ANCHORS SHALL BE INSTALLED INACCORDANCE WITH ANCHOR MANUFACTURER'S
DWG.
L CH HFN
INSTAUATON INSTRUCNONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THANTHEMINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. SCALE: NTS
DWG.R: SWD037
SHEET:
OF 5ol
t
NEMO I etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
Oxford,CT 06478
(203)262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
REPORTEVALUATION
1-09M _d A6._ n_ �`A _ a :`C7 Evaluation Report 1-GG-18-001.02.18-Ri
4161 E.7th Avenue
Tampa, FL 33605 Date of Issuance:02/27/2018
(813)248-2101 Revision 1:08/14/2018
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E.for use of the product under the Florida Building Code and Florida Building Code,Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition(2017)Florida Building Code sections noted
herein.
DEscRIPTtON� hd�dffi—Robf`Uirderf*—m
LABELING: Labeling shall be 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.of any changes to the
product(s),the Quality Assurance or the production facility location(s). NEW I etc. 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 "NEMOIetc. 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:Upon request,a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7.
Prepared by:
`:'.?'0..94''"• Si
-,�C I)C ^
Robert J.M.Nieminen,P.E. ' o T- The facsimile seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983r c""ca Nleminen,P.E.on 08/14/2018.This does not serve as an
'�"•••.• "'41 electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. 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. NEMOletc.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.
5. This is a building code evaluation. Neither NEMO I etc.nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project
on which this Evaluation Report,or previous versions thereof,Is/was used for permitting or design guidance unless retained specifically
for that purpose.
ONEMOletc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Gardner"'Roof Underlayments,as produced by Gardner Asphalt Corp.,have demonstrated
compliance with the following sections of the 6th Edition(2017)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 ho,pert 'Standard Year
1507.1.1,R905.1.1 Exception Mechanical properties ASTM D226 2009
1507*1,1,R101.1,1 Exception Tear Strength ASTM 114533 2011
1507.1.1,T1507.1.1,1507.2.9.2, Physical Properties ASTM D1970 2015
R905.1.1,TR905.1.1,R905.2.8.2
1507.3.3,R905.3.3 Physical Properties FRSA/TRl April 2012(04-12) 2012
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
PRI(TSTS878) ASTM D1970 GGI-178-02-01 10/24/2016
PRI(TST5878) ASTM D1970 GGI-176-02-01 02/03/2017
PRI(TSTS878) ASTM D226 GGI-194-02-01 08/03/2017
PRI(TSTS878) ASTM D1970 GGI-178-02-01 11/02/2017
PRI(TSTS878) ASTM 04798 01/26/2018
PRI(TST5878) ASTM D1970 GGI-132-02-06 12/11/2017
PRI(TST5878) ASTM D226 GGI-199-02-02 12/11/2017
PRI(TST5878) Tensile-Adhesion j Long Term Aging GGI-201-02-01 01/26/2018
PRI(TST5878) FRSA/TRI April 2012(04-12) GGI-196-02-01 03/27/2018
PRI(TST5878) UL1897 GGI-212-02-01 05/09/2018
PRI(TSTS878) Peel adhesion GGI-209-02"01 05/18/2018
PRI(TSTS878) Peel adhesion GGI-211-02-01 06/06/2018
PRI(TST5878) Tensile-Adhesion/Long Term Aging GGI-202-02-01 08/09/2018
PRI(QUA9110) Quality Assurance Service Confirmation 01/27/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Gardners Gard-Lock is a nominal 60-mil thick, glass-fiber reinforced, polymer modified asphalt, granulated self-
adhering underlayment;meets ASTM D1970.
4.1.2 Weather-Armors FT3 rile Underlayment is a nominal 60-mii thick, self-adhering membrane composed of elastic
polymers,bitumen and polyester and glass reinforcement;meets FRSA/TRI April 2012(04-12).
4.1.3 Weather-Armor"HT-'High Temp Premium Roof Underlayment Is a nominal 60-mil thick,self-adhering membrane
composed of elastic polymers, bitumen, glass reinforcement and a cross-laminated sheet surface; meets ASTM
D1970.
m6
d 1fi 6,d.-'b sO Iii Ifid
1111�_1_1-1
4.2 Mechanically Fastened Underlayments:
4.2.1 Gator-Skin'Synthetic Roof Underlayment is a synthetic roof underlayment comprised of layers of polyolefin film;
meets FBC 1507.1.1&R905.1.1(Exception).
NEMO ETC,LLC Evaluation Report I-GG-18-002.02.18-RI
Certificate plAuthonfaition 02455 C EDITION(2017)FBC NON-HVHZ EVALUATION FL26482-RI
Gardners'Roof Underlayments;(813)248-2101 Revision 1.08/14/2018
Page 2 of 7
i
ONEMOletc.
4.2.2 Gator-Skin 1OT'Synthetic Roof Underlayment is a synthetic roof underlayment comprised of layers of polypropylene
film;meets FBC 1507.1.1&R905.1.1(Exception).
4.2.3 Weather-Armor°CrossOver CC-L Premium Hybrid Roof Underlayment is a hybrid underlayment comprised of two
layers of polyolefin and polyester synthetic fabric with a layer of modified bitumen between the two; meets FBC
1507.1.1&R905.1.1(Exception).
S. •
5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert N(eminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report,or previous versions thereof, is was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Gardner°Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed,a request maybe made to the Authority Having Jurisdiction for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVEROPTIONS
Asphalt' Wood.Sfiakes
Underlayment Shingles Mail-On Tile Foam-On Tile Metal &Shingles Slate
Gardner'Gard-Lock
Weather-Armor®F173 Tile '<
Underlayment t r i°i tr Lx xr� Vit. .,a`rq YE3 i 4
Weather-Armor"HT3
High Temp Premium YES ti t AXES
Roof Underlayment ;
.'r a'Yi.• .�6+� vw;ct',� �y✓T.....��M�,IS�.aw Ate.•
al 7
Weather Armare 56_�•� ���1����?`+�i �+3�''c� ! �e`� � _ �`�.a w �4`�'" ,
>, 'E �'i'C3 A S+C:•""•>7 3 � x-;7a.r'S„f
Underlayment:; ` .� nr.d � c
Gator-Skin'Synthetic
Roof Underlayment
Gator-Skin 10'"Synthetic °' "? t h
Roof Underlayment
Weather-Armor®
Crossover CX-L Premium ��i'<k j �� 6h�� � �.� ��yqi; i� �K 40
Hybrid Roof
Underlayment C r t1 � t� tl Ta kYJ ku i3� 't� r i e
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesive/underlayment combinations.
ADHESIVETABLE 1A: ALLOWABLE TILE
Underlayment Adhesive Florida Product Approval
DAP Touch'n Seal StormBond Roof Tile Adhesive FL14506
Weather-Armors FT3Tile Dow TILE BOND' FL22525
Underlayment
ICP Adhesives Polyset®AH-160 FL6332
1 Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
MEMO ETC,LLC Evaluation Report i-GG-18-001.02.18-RS
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL26482•Rl
Gardner"Roof Underlayments;(813)248-2101 Revision 2:08/14/2029
Page 3 of 7
i
NEMO etc.
5.6 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS
Gardner®Gard-Lock, Weather-Armor®Ff3 Tile Underlayment,Weather-Armor®Hr High Temp Premium
Roof or Underlayment We� they=Arrticr.®SB-;SSelf-Bonds Roof Underlayment Plyrwood
y
Weather-Armors FT-3 Tile Underlayment or Weather-Armor®Hr High Temp Premium Roof Underlayment OSB
Weather-Armor®17173 Tile Underlayment or Weather-Armor®Hr High Temp Premium Roof Underlayment. Structural
*Note:minimum 737 ambient application temperature for structural concrete. concrete*
5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-52.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: None
Underlayment: Weather-Armor®FTI Tile Underlayment,self-adhered.
5.7 Exposure Limitations:
Gator-SklnTm Synthetic Roof Underlayment, Gator-Skin 1Oim Synthetic Roof Underlayment or Weather-Armor®
CrossOver CX-L Premium Hybrid Roof Underlayment shall not be left exposed for longer than 30-days after
installation.
Gardner®Gard-Lock or Weather-Armor®SB-1 Self-Bond® Roof Underlayment shall not be left exposed for longer
than 90-days after installation.
Weather-Armor®FTI Tile Underlayment or Weather-Armor®Hr High Temp Premium Roof Underlayment shall not
be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations[per FRSA/TRI April 2012(04-12)1:
When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
LIMITATIONSTABLE 3: TILE SLIPPAGE .• DIRECT-DECK TILE INSTALLATIONS
U�dedaymeirtTiie Profk� tRtagin` thod ` Mai�mumSlopes
Weather-Armor®Fr
Tile Underlayment Flat or Lugged 10-tile stack 6:12 i
NEMO ETC,LLC Evaluation Report 1-GG-18401.2.18-Ri
CertiflmhofAothoriaatlon#32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL26482-R1
Gardner®Roof Underlayments;(813)248-2101 Revision 1:08/14/2018
Page 4 of 7
'
�
—�
ONEMOletc.
6. INSTALLATION:
6.1 GardnerO Roof Underlayments shall be installed in accordance with GardnerO Asphalt Corp.published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
! 6.2 Re-fasten any loose decking panels,and checkfor protruding nail heads. Sweep the substrate thoroughly to remove
anyduatanddebhyphmrtoappUcmton,an6pdmethesubstrate(ifapplkcable).
6.].2 Nail-On Tile Applications(Weather-ArmorO FTI Tile Underlayment only):
Reference i* made to FRSAVT0Apri| 2012 k04'12 Installation Manual for Self-Adhered Membrane, and Gardner
Asphalt Corp.published requirements.
For mechanically fastened tile roofing over a 2-ply system, consisting of Base Sheet and Self-Adhered Membrane,
fastening ufthe ASTM D326,Typo||prVVmathemArmor"CrosOverCX-LPnamiumHybhdRomfUn6erlaVmentbase
sheet shall be in accordance with Gardner Asphalt Corp.requirements,but not less than that the densifies set forth
! inFRSA/TR) April 2012 (04-12), Table 1. Note: ifusing Weether-ArmormCrossover CX-LPremium Hybrid Roof,
Undedaynentinthis application,itshall beinstalled with a5-inchwide side lap.
An optional mid-ply of Weather-Armor-O HTI High Temp Premium Roof Underlayment may be installed between the
mechanically fastened ASTIVI D226,Type il or Weather-Armor"Crossover CX-L Premium Hybrid Roof Underlayment
base sheet and the Weather-Armor"FT3 Tile Underlayment in these applications.
Refer tnSection 5'@for tile staging limitations.
6'3,3 Foam-On Tile Applications(Weather-ArmorO Fr Tile Underlayment only):
Reference is made to FR8A/TR| April 2012 (04-12) Installation Manual for Self-Adhered Membrane, and Gardner
Asphalt Corp.published requirements.
Refer toTable 1Afor allowable tile adhesives.
Refer toSection 5'6.1 for wind uplift limitations.
Refer tmSection 5Jgfor tile staging limitations.
� 6.4
6.4.1 Shall ueinstalled incompliance with the requirements for ASTM u2^6'Type/p,00`xue,mv/ne..`".F=-Table^5"'.^'1
|
�
for the type of prepared roof covering to be installed,taking into account the wider sheet-width for double-layer
'
applications,and Gardner Asphalt Corp.published requirements.
G'4.2 (18.4Lor greater:
°
> Run horizontally starting atthe bottom edge ofthe roof with printed side up.
> Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed,Vaoequals orexceeds 1G0mph.
>^ Om not use staples;always use corrosive resistant nails and nail at 90 degrees tothe roof deck. Do not leave any
gaps. Nails should 6esnug and hammered flush tnthe deck.
> For same day coverage with primary roofing materials,fasten underlayment a minimum of every other location `
using min.1-inch plastic cap nails or min.1-inch leg roofing nails with min.3/8-inch head.
> If left exposed after the initial day of installation,fasteners must be installed in every location and min.1-inch
metal cap(smooth or ring shank)or min.1-inch plastic cap roofing nails must be used in all locations,as printed
onthe un6eMayment.
�m��n�o�������m.��
������
Certificate w,Authorization umm55 mmEDITION(2m17)puCmpm-HwmoEVALUATION pmwwm-Rs
Gardner"Roof underlawmemq(8z3)uom-210m Revision mo8/2*/2oam
Page sofx
roduct Report • •
2160 SW Poma Drive
Palm City, Fl. 34990
7724)872-8034
,Florida Product Approval •
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood
Deck w/ min.0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex-Washer Head wood screw* to penetrate
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, &4 Attachment): #10 x 1-1/2" Hex-Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4
DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF
ROW SPACING 16" O.C. 16" o.c. 8"O.C. 6"o.c.
FASTENER SPACING (ALONG.Panel width) 12" o.c. 12" o.c. 12"o.c. 12"o.c.
FASTENER SIZE 1 #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: IS27
UL 580-06&1897-041 Test Report X893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-%���� *Design pressure margin of safety 2:1
Locke Bowden,P.E.does not have,not will acquire a financial inYkili b jr,c.90 m EWfacturing or distributing products
under this evaluation. .s
Locke Bowden,P.E.is not owned,operated,or controlled by any coiAparil uAbilfagtures,or distributing products under this
report. a :�
*1 �%6
IleA
Ji/Jh1••F����,1/�r� �l ,ti•
' • CONAL �
FL17022.1 5TCrimp (26GA Steel), 24" Wide Rode"Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Fasteners-
#9■1-112 in. or
#10 x 1-1/2"Min. per Table A'for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
w, �\�. '"/' l z...�i/.✓i `;ii i`: '' ��� \�,-:✓r /::tel a,.,� `�^•
`f
Deck:
-15/37or greater Plywood,or
-Wood plank
24"
12'
30
OFWNAL STRIATKM
Parcel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
9 X -1/2"Min. or #10 x 1-1/2"Min.per
Table"A" Hex Washer Head Screw
Panel Spaced 12"o.c.across the Panel Width
Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank