HomeMy WebLinkAboutREVISION-INFO-Dizal_CERT_Conformite_Florida_Building_Code_2017_EN_ DiZal Inc . D I � : A L
flI ETALLY PRINTED
ARCHITECTURAL PRODUCTS
UIlGTS
ALUMINUM SIDING 6" CLADDING SYSTEM DIZA-MINC.ARC
4000 JEANMARCHAND,
LOCAL 108
GENERAL NOTES: INSTALLATION NOTES: QUEBEC,QC,CANADA
G2C IY6
16" O.C. q 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1. SEE SHEET 2 FOR ANCHOR TYPE REQUIREMENTS,MINIMUM PH:418.915,9400
C MAX 1 MANUFACTURED TO COMPLY WITH THE 6TH EDITION EMBEDMENTS,AND MINIMUM EDGE DISTANCES.ALL ANCHOR Do
FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS REQUIREMENTS MUST BE ADHERED TO.ANY DEVIATIONS FROM r1 In
2 BEEN EVALUATED ACCORDING TO THE FOLLOWING: ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND U
• ASTM E 330-02 APPROVAL. w H o
• ASCE 7-10 �S W > o
2. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR >. z F- CO M
WATERPROOFING MEMBRANE 2. ADEQUACY OF THE EXISTING STRUCTURAL LOCATION SHOWN. � Z v U
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND Ul 'Itp C =
-- FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE z -1 w
TRANSFERRING APPLIED PRODUCT LOADS TO THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT p Q � j; Z O° w
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR INSTALLATION. '0 � Z CO H (�+ m
MIN. 5/S" STRUCTURAL PLYWOOD ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. p z 1
_-_= SHEATHING BY OTHERS 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A w V H ¢ m w a 3. 2X MEMBERS(WHEN USED)SHALL BE DESIGNED AND TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE
-- I ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF Imo- W<] DO
- STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE a M a
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD INSTALLATION ANCHOR TO THE NEXT.
A == FOR THE PROJECT OF INSTALLATION. LU
STRUCTURAL STUDS AT MAX. 16" O.C. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL Q
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK
-_- _ (TYP)(SEE NOTES) AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC VENEER,SHEATHING AND SIDING.
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
--_ FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE C0
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC MADE OF CORROSION RESISTANT MATERIAL OR HAVE A /1
DOCUMENTS FOR USE WITH THIS DOCUMENT. CORROSION RESISTANT COATING. /
--- - O ANCHOR EVERY 5. ALUMINUM SIDING MEETS THE REQUIREMENTS OF THE 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL
-- OVERLAP JOINT AND @ 16"O.C.HORIZONTAL CURRENT FBC.APPLICATION OF ALUMINUM SIDING SHALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE O
- --_-_- -
AT STUD(TYP) DIZAL 6"SIDING MEET REQUIREMENTS OF THE CURRENT FBC. IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
PANEL SYSTEM(TYP) JOINT INTO FACE SHELL OF BLOCK. (!'�
6. ALUMINUM SIDING SPECIFICATIONS:
/ SIDING MATERIAL:6063-T5 S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE H H
— • MINIMUM WALL THICKNESS:0.066" WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, > U
B DETAIL A • PANEL LENGTH:48.00" AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH W W
1 • PANEL HEIGHT:6.731" STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY p
THE ANCHOR MANUFACTURER.
7. INSTALLATION OF SIDING ACCESSORIES SUCH AS CORNERS,
STARTER STRIPS,TRIMS AROUND OPENINGS SHALL BE DONE 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
2"MIN.EMBEDMENT IN ACCORDANCE WITH CURRENT FBC AND MANUFACTURER'S BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
INSTRUCTIONS. PROPERTIES:
• .••. ..` .... f . .. . , ..,.. A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.
PLYWOOD SHEATHING SHEATHING O`
(TYP) B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
CONCRETE/MASONRY DIZAL 6"SIDING PANEL C. MASONRY-CMUUNIT STRENGTH CONFORMS TO ASTMC-90,
BY OTHERS SYSTEM LAST ROW SHEATHING FASTENED `� O
J_TRIM BY OTHERS(TYP) WITH MIN.COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT ��•• /�/
CONFORMS TO ASTM C 476,MIN.GROUT COMPRESSIVE
g WOOD(2)2X HEAD STUDS @ 16"O.C.BY STRENGTH OF 2000 PSI. •��+p
PLATES.ANCHORED TO (1)ANCHOR C�EVERY OTHERS (1)ANCHOR @ EVERY O • �, •M>
SUBTRATE& BY OTHERS OVERLAP JOINT AND@ OVERLAP JOINT AND D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 �mM
16"O.C.HORIZONTAL AT 16"O.C.HORIZONTAL AT DESIGN PRESSURE: ±83 PSF
STUD(TYP) 5TUD(TYP) GA.WALL TH ICKN ESS. LL
E. ALUMINUM-MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM.WOOD(2)2X SILL
f�
.ANCHORED TO N •STUDS C�16"O.L.BY DIZAL 6"SIDING PANEL PLATES
_ SYSTEM SUBTRATE BY OTHERS ♦ Vj • J fA
-o OTHERS PROVIDE CLEARANCE ♦ G . Wo�
X6"
BETWEEN SCREW AND ♦♦ ••, ••.• ,{�Q
ALUMINUM SIDING(TYP) ' • /l'J�y'l'�:y
DIZAL6"SIDING PANEL '�//��•• yy P� `cW.1
CONCRETE/MASONRY SYSTEM
o g/"PLYWOOD SHEATHING By OTHERS r EDGE DISTANCE / �, m
7t (TYP) 11
o >`
r +~•• ` DIZAL 6"SIDING PANEL Q O z Y = V Z
• } • ^• , SYSTEM STARTER STRIP p LC
o v (n
A HEAD DETAIL B SILL DETAIL
i 1 SEE ANCHOR TABLE FOR DIFFERENT SUBSTRATES 1 SEE ANCHOR TABLE FOR DIFFERENT SUBSTRATES DWG#•
Digitally signed by Hermes F.Norero,P.E. bZL001
Reason:I am approving this document SHEET: 1 0 F 2
Date:2017.06.16 18:01:47-04'00'
D 12Z A L`
DIZAL 6" SIDING PANEL DI AL L G
ARCH DIGITAL PINTED PRODUCTS
SYSTEM CORNER
CONCRETE/MASONRY ASSEMBLY 0 DIZAL INC.®
BY OTHERS 4000 JEAN-MARCHAND,
2.5" MIN. EDGE LOCAL 108
DIZAL 6" SIDING PANEL DISTANCE WOOD 2X STUDS BY QUEBEC,QC,CANADA
SYSTEM CORNER _ OTHERS G2C lY6
ASSEMBLY;'4
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<. ° ,d PH:418.915,9400
+.° #8 WOOD SCREW co
. °' 2.00" ch In
316" TAPCON OR ULTRACON a.4 .� MIN.EMBEDMENT W Z 4t. 0 4
INSTALLATION ANCHOR, PLYWOOD SHEATHING �- H ovSEE SPECS ON SHEET 1 BY OTHERS T z H am `Y'< DIZAL 6" SIDING PANEL 1.00" MIN. Q Z a Q =
DIZAL 6" SIDING PANEL SYSTEM EDGE DISTANCE Z _j w
SYSTEM p Q j; Z O° w41 CD n
w Q coCO
v
INTERIOR EXTERIOR z � w IJ_I ¢ Z °
2.00" MIN. EMBEDMENT V �' a o
f EXCLUDING SHEATHING H w coLij a to
q INSIDE CORNER DETAIL
ti g OUTSIDE CORNER DETAIL
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ALUMINUM SIDING SYSTEM ANCHOR TYPES
MIN.EDGE >
ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS MIN.EMBEDMENT NOTES CIO
3/16"0 TAPCON BY ITW
(Fu=125 KSI,Fy=100 KSI) CONCRETE F'c=3000 PSI MIN.OR MAY BE USED
OR C-90 HOLLOW/FILLED BLOCK 2" 2-1/2" THROUGH OPTIONAL
3/16"0 ULTRACON BY ELCO F'M=2000 PSI MIN. 1X BUCKS,BY OTHERS O
STEEL OR ALUM.STRUCTURE, INTERIOR (F=155 KSI,Fy=177 KSI) HHH Z
BY OTHERS,SEE SPECS ON #8 WOOD SCREWS MIN.S.G.=0.55 WOOD 2" 1" ; A 0
5HEET1 #8-32SELF-DRILLING OR SELF- STEEL:I8GA.MIN.,F=33KSIMIN. 3THREADS STEEL IN CONTACT v, p
PENETRATION PAST 3/4" WITH ALUM.TO BE H d
TAPPING SCREWS(GRADE 5) ALUM.:1/8"MIN.,6063-T5 MIN. METAL STRUCTURE PLATED OR PAINTED > V
#8 GRADE 5 SELF-DRILLING 48" MAX. w w
OR SELF-TAPPING f 0.517"
SMS SCREW @ 6" O.C.
DIZAL 6" SIDING PANEL
SYSTEM
PLYWOOD SHEATHING
BY OTHERS 3 THREAD MIN. "",, '
EMBEDMENT BEYOND STUD
066" ��� �O
6.731"
- - - - •'��
LL _=
N EXTERIOR DIZAL 6"
SIDING PANEL •• ~ �"Z
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SYSTEM SPLICE ==== � �
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C SPLICE DETAIL p SIDING PANEL DETAIL ""'
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