HomeMy WebLinkAboutProduct Approval FT LE
MIAMI-DADE COPY
MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 'T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA) F_ RECEIV_E-:D____1 www.miamidade.goWeconomy
PGT Industries,Inc.
1070 Technology Drive 2 ?Q j�
North Venice,FL 34275
LAN
cie County, Permitting
,SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than 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 AHJ may immediately revoke, modify, or
suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section 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 High'Velocity Hurricane Zone.
DESCRIPTION: Series"FD-101"Aluminum Outswing French Doors w/wo Sidelites--L.M.I.
APPROVAL DOCUMENT:Drawing No. 1.1005-1 Rev G,titled"Alum.French Door&Sidelites, Impact",sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami—Dada County Product Control Section.
MISSILE IMPACT DATING:Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2(sheet 2)requires full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and
OXXO configurations.The lower design pressure from table 1 or table 2 shall control.
2. Standalone X,XX and O configuration unit do not required,reinforcement(item#22).
3. Applicable Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ.
4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and .
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in 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.Misuse 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 removal 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 any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: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#16-0629.17 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
M1AMIDARE couN7Y NOA No.17-0504.01
,,,o a Expiration Date: October 18,2022
k� Approval Date: September 28,201?
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections(Submitted under files#listed below)
2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of
10,dated 04/04/2012 and last revised on 09/08/16,prepared by PGT Industries,signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test report on 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/TPS,
Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc., Test Reports
No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16, all signed&
sealed by Idalmis Ortega,P.E.(submitted under file#16-0629.17)
2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated
glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-6864,dated
04/02/12, signed and sealed by Marlin D.Brinson,P. E, (Submitted under files#12-0516.02/#11-
1013.22)
3. Test report 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)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,
prepared by Fenestration' Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007,
signed and sealed by Carlos S. Rionda,P.E. (Submitted under files#12-516.02/#11-1013.22)
C. CALCULATIONS (Submitted under file#15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC-
214 (5th Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTMS-1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.17-0504.01
Expiration Date: October 18,2022
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont
DeNemours& Co.,Inc.) for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS(Submitted under file#15-0528.24)
1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
L This NOA revises NOA#15-0528.24,expiring 10/18/17.
2. Test proposal# 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 1.1005-1 Rev G,titled"Alum.french Door&Sidelites,Impact",sheets 1 through 15 of 15,
dated 04/04/2012 and last revised on 09/17/17,prepared by PGT Industries,signed and sealed by Anthony
Lynn Miller,P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/1.7,complying with FBC-
2014(5TH Edition)&2017(6tt'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTM1r1300-02, 04&-09.
D. 1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I.DuPont
DeNemours &Co.,Inc.)for"Trosifol: Ultra clear, clear&color PVB glass interlayer"(former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(NIA)former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(511'edition),FBC 2017(611'edition) and letter of no
financial interest,prepared by PGT, dated 08/01/17,signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA revises & renews NOA#16-0629.17,expiring 10/18/22.
Jshaq I.Chands,P.E.
Product Control Examiner
NOA No.17-0504.01
Expiration Date: October 18,2022
Approval Date: September 28,2017
E-1
SERIES 101 OUTSWING, IMPACT RESISTANT I DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1-4 RATED FOR LARGE&SMALL
FRENCH DOOR AND SIDE LITE ON SHEET 2 MISSILE IMPACT RESISTANCE
1)GLAZING OPTIONS:SEE BELOW. TABLE A-
Mtn.
2)DESIGN PRESSURES:(SEE TABLES 1-4 ON SHEET 2. Anchor Anchor Type prams SubstrateMtn.Edge Embedment
A.NEGATIVE DESIGN LOADS BASED ON TESTED.PRESSURE AND GLASS TABLES ASTM E 1300. Group Member Distance or Metal
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. Thickness
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1 1/4"Elco UKreconS A I Conc a(min. .85 s) 1-314" t•3/8" MDUCI BVAM
F=166 ksi,F„=177 ksi Jamb Hollow Block(ASTM 090) 1-3/4" 1-114" ascs*P! wnb W rWW
3)CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. All Concrete(min.3.35 ksl) 1-3/4° 1-314" Ansa ceft 17-D
2 114°410 SS Elco CreteFlex® Jamb Hollow Block ASTM CSO 1-3/4" 1-114" Ea@IrativeDaft a 22-•
4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F=127.4 ksi,&=1189.
=189.7 ksi All Southam Pine(SG=0.55) 1" 63/a"
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, A8 Southam Re(SG 2-0.55)
9/1B" to/a" Etbd1)Pr
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 3 st12 steal SMs(Gr.5) A8 6063zM Aluminum 3/8" 1/8°
FBC,CURRENT EDITION. 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE. F)REORGANIZED SHEETS AND
2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE. UPDATED TO FEC 2017,ADDED
5)SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA ALUM,SUBSTRATE.-
A
8 LE A A
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. TABLE
JR-0 A&
6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT. NOTES. � Y
C7
7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOWS GENERAL GLAZING DETAILSTAILS...........1 W...........1LU
� $ p
8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA CaDE51STANDARDs USED: DESIGN PRESSURES,.....2 �^ �� Q
02017 FLORIDA BUILDING CODE(FBC),8TH EDff10N VERT.SECTIONS.............3 CD N
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 02014 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ.SECTIONS...........4 0 v rn o
9)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
-ASTM E7300 09 PARTS LISTS...................5 O LL o $�' -j W
oANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION Z m W
-ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSIONS...................6 =L t
BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING ANCHOR QUANTITY 7-13 Quo a '19
oA1S15100-12 V IL umo�o .oN
( ) AISC360•t0 14-15 0 z q o J sMp
JURISDICTION AHJ. INSTALLATION.. Lu- I—
;� � m
�Z�: o
INSTRUCTIONS: 7/16-NOM. 13116"NOM. "d Q O
1) DETERMINE THE DESIGN PRESSURE,DP REQUIREMENT 31W NOM. r`GLASSSTACK GLASS STACK cc F- T
N
(LBS/FTS GLASS STACK 3(16"HS GLASS O W 7.—.,FOR THE OPENING USING THE ASCE-7 STANDARD. 3/16^HS GLASS m O
3116"HS GLASS 118"HS GLASS `+ 0)
2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT ARE aso^PVBt oR Pt/Bz .090"PVBt OR PVB2 DeD^PVB1 U C�7 z
REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE INTERLAYER INTERLAYER 1f4"AIR SPACE OR PV82Z 0 a s
UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 118"AN OR HS GLASS 316°AN OR HS GLASS 3116"TP GLASS INTERLAYER Lai � o z 1
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. ° a Q -1
EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE 93 94 93 94 91 q1012'GLASS
_ o
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
J
DESIGN PRESSURE FROM STEP 1. 72 1/Y GLASS 73 112•GLASS 74 ¢ Z
BITE BITE E 1 apo ro 3 saves
�
3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS 3071 30
80-83
1 `���ONy LYNN ���
SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING
DETAILS ON THIS SHEET. 30
a a 71
4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO MaER10Fi EXTEMORa No.68705
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 3/8 LAMI NOM. 7116"LAMI NOM. EXTERIOR 13/16"LAMI IG NOM. * i
REQUIRED. GLASS TYPE A.(PVB1), GLASS TYPE C,(PVB1), GLASS TYPE E QQ q /5
GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) X70'• B 1
5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION i�� F(Og1DP
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 . ........ C9.�
&15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. �i 7ONAL t�?�``
AN=ANNEALED
HS=HEAT-STRENGTHENED PVB1=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC.
PVB2=.090"SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A.LYNN MILLER P.E.
TP=TEMPERED P.E.#58706
TABLE 5:
X p0012S, Qesign Pressure
ALL GLASS TYPES See Sheet 2 Table 1
ANCHOR TYPE&2,3,WOOD 1 Z CONC
SUBSTRATE 3ALUM
LOAD ZONES
Z.) b
20-715'
m 4 co
DOOR ca
6° HEAD
MAX � MAX.O.C.
WIDTH
HEIGHT
-aa MAX 3 ZONE'C
x x K .
25.50 79.75 5 2 4 2 131ra MAx /
63.75 5 2 4 2
87.75 5 2 4 2 // _ /
/ �Fy NEW SHEET COMBINING SITE
91.75 5 2 4 2 / ELEVATIONS,ZONE ELEVATIONS
j 23-116" // q AND ANCHOR TABLES.-.IR-
95.75 6 2 4 2 f MAX.D.C. f 04119117
MAX
27.50 79.75 5 2 4 2 MAX
83.75 5 2 4 2 / FRAME o // s�l S2 .raa
87.75 5 2 4 2g HEIGHT m C m « '
91.75 6 2 4 2 64�DLD \ w alp p .-
95.75 6 2 4 2 \ \ }U' N Ir
a
29.50 79.75 5 2 4 2 D D 49' \ Q (z co
63.75 5 2 4 2 2aatts\ (np.) \\ z LL m - w
67.75 6 2 4 2 MAX.DLO' \\ W z d
91.75 6 2 4 2 \ oN
95.75 6 2 4 2 \ o> Q ra
31.50 79.75 5 2 4 2A-A �_` SILL
83.75 6 2 4 2 I 20NE C' ca p
67.75 6 2 4 2 37-112°MAX cc
91,75 6 2 4 2 DOOR FRAME WIDTH O
0 81
95.75 7 24 2 1 TYP.DIMENSIONS OF LOAD ZONES FOR = r
33.50 79.75 6 3 4 3 SINGLE DOOR,X SINGLE DOOR,X z z
83.75 6 3 4 3 w J ��
87,75 6 3 4 3 mODDCF&o7$w ° LL
91.75 7 3 4 3 ' �6k�0 ° w jcod. W
c
95.75 7 3 4 3 A pones Nd '?-Oyo1j.p) �' X 0'
35.50 79.75 6- 3 4 3 tAeft e 7-0 U.
83.75 6 3 4 3 NOTES: pRdr ` `�' titiI rr
87.75 6 3 4 3LYNA
1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. `���pN..... ,N,Ej�
91.75 7 3 4 3 �+ '� ''ttC6N8g'••�
95.75 7 3 4 3 2)DOORS MAY BE LEFT OR RIGHT HANDED. •: ;• w
37.50 79.75 6 3 4 3 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN.O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU): =*: Me'Sam
83.75 6 3 4 3 JAMBS(ALL) 13-1114'MAX.FROM CORNERS AND 23.10 MAX.O.C.
HEAD&SILL OF DOORS:W MAX FROM CORNERS,9'MAX.FROM ASTRAGAL CENTERS AND 20-7)6"MAX.D.C. "'"d
87.75 7 3 4 3 �"
•. . w.
4)FOR SIZES NOT SHOWN,ROUND Up TO THE NEXT AVAILABLE SIZE. go
91.75 7 3 4 3
95.75 7 3 4 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14.
A.LYNN MILLER,P.E.
P.E.#56705
EDGE DISTANCE EDGE
SEE TABLE DISTANCE
?X WOOD EDGE DISTANCE
BUCK,NOTE 1 A SHEET 1w
1XWOODEMBEDMENT SEE TABLE
BUCK,NOTE1 A,SHEETI
EMBEDMEMMAX.SHIM1/4°MAX.SHIM 114°MAX.SHIM
rRmcrvxvlm
ABLE SEE TABLE oscm W t4titEET 1 A,SHEET 1 tMAP&
At tante No 17-0 .0
Ear4vtlw O.tc 2. Z
DOOR HEAD(WOOD) DOOR HEAD(CONC) DOOR HEAD(ALUMINUM) s° c
EMBEDMENT EMBEDMENT--I
G F)CLARIFIED DETAILS,ADDED
114'MAX.SHIM 1/4"MAX SHIM I 1/4'MAX.SHIM •"s ALUMINUM.-JR-04110/17
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
go ^�
STAGGERED STAGGERED " STAGGERED ❑ (�
ANCHORS ANCHORS '. SEE TABS ANCHORS �-ti o 1 °7OQ 0
A,SHEET 1 O F to o
a Z
1X WOOD =W N S2 c6 fe¢
BUCK,NOTE 1 BUCK,NOTE 1 A�SHEET W Z 6 0, Lu �� 0
DOOR JAMB(WOOD) DOOR JAMB(CONC) DOOR JAMB(ALUMINUM) 11 W�>WZ++++v 0 p
y LL
,5 to O
J
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 Qp Q
YS
® W laa
� ❑ V7
114'MAX SHIM �1/4°MAX,, -n . 114"MAX.SHIM � _
U _j
clsilz
SEE TABLE �' 'j'"Y� SEE TABLE o co al°
A,SHEETI
A,SHEET 1 �
EMBEDMENT EMBEDMENT U p O
14.WOOO EDGE DISTANCE a771 'aaSaO�vaS
EDGE DISTANCE BUCK,NOTE 1 EDGE DISTANCE
DOOR SILL(GONG) !-YNM���''�,
DOOR SILL(WOOD) DOOR SILL(ALUMINUM)
_*: No.58705
1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1112" n -
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). :Q �}_�'
2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE C�` '•F<o A
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT �isS •
AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. � /CONAL
a EXTERIOR INTERIOR
3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER,P.E.
P.E.#58705