HomeMy WebLinkAboutProject information, design notes DETAIL A THOMAS J.TWOMEY,
ALTERNATE SPAN TUBE MOUNT FL#28390-RO P.E.#25626
12/04/2019
#14 TEKS VALID FOR(1)JOB(S)ONLY
®6" O.C.
W/ORIGINAL ENGINEER SEAL
max. 14 TEKS
panel FL#28390-RO ®6" O.C. PER 1ENDEKS W rn
span PAN v
7" max. panel widt TUBE ACCESS HOLE----- 0 � � d
L_ LL V' 0
FL#17080-R2 � r� N
—� m � C
w IX
- - 6)Y4" Crete-Flex, Q i j - a
w/1 J" Min. Embed.
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and 2" Min. E.D. O co
5 Into concrete/CMU =
per end
max. FL#17080-R2 H
shutter
hei ht DESIGN NOTES:
6th EDITION FLORIDA BUILDING CODE (2017) & ASCE 7-10 "ASD" V=160 MPH (3 SECOND GUST), O
EXPOSURE"C",ENCLOSED STRUCTURE 1=1.0,Kd=0.85,Kzt=1.0 MRH=15',INTERIOR ZONE 4 AS NOTED v
MAX ALLOWABLE PRESSURE:+/-35.1 PSF m E
SYSTEM NOTES: ly
W `L_j
SHUTTER SYSTEM(S) SHALL BE INSTALLED PER PRODUCT APPROVAL DOCUMENTATION AS LISTED d c m J
BELOW UNLESS NOTED OTHERWISE HEREIN. ALLOWABLE SPANS, CONFIGURATIONS, etc. (i.e. ALL w 5 v
EXCEPT ANCHORAGE AND MOUNTING CONDITIONS SHOWN HEREIN) SHALL BE AS SPECIFIED IN Cc N rn
�� PRODUCT APPROVAL(S)LISTED BELOW. = c m c c
----�2 max. shutter widthr-tel ! 12
• FOLDING SHUTTER CORPORATION-TITAN II FOLDING IMPACT PROTECTIVE SYSTEM-FL#17080-R2 m w F- m
• EASTERN METAL SUPPLY-2"CLEAR BERTHA STORM PANELS-FL#28390-ROZ 0 1 .J o
GENERAL NOTES: o C%10 D_
1. THIS ENGINEERED PLAN I5 INTENDED TO PROVIDE ANCHORAGE FOR SITE-SPECIFIC DESIGN .-
PRESSURES FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF O -
GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION,
EITHER EXPRESSED OR IMPLIED,IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED LL
SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT AND APPROVAL
DETAIL B INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. w 9'
2.'J 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS Q o It
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REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND 0 a ��g
1.5 THE LOCAL BUILDING OFFICIAL. mp
3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY Yo'
THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE Z ¢ g3
EXISTING HOST STRUCTURE,THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION U FpM�
AND RESERVES THE RIGHT TO RE-INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER Z wo 'gj,
2.5 EXPRESSED OR IMPLIED,IS CONTAINED HEREIN. 3 m 111glt1
2'T6 Alum. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL ~
6063—T6 Alum. CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. �c�
span tube ® 5. ALL FASTENERS TO BE #14 SAE GRADE 5 OR 316 STAINLESS STEEL, OR CADMIUM PLATED OR
62" max. length—/
OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH THE ALUMINUM ASSOCIATION moo=
2.5 INC.,&APPLICABLE FEDERAL,STATE,AND LOCAL CODES.
6. CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO w Z
0 2'x5'x1/8' PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C.2003.8.4.
co 6063—T6 7. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS 11182019010
ALUMINUM SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL
ANGLE COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL PAGE DESCRIPTION:
FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR
- -
-------BY LOCAL,-STATE,-&-FEDERAL CODES-&-FROM-DEVIATIONS OF THIS-PLAN ---— — ------
rn 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS
C) ARE INTENDED.
N
ALTERATIONS,ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
v ` INVALIDATE OUR CERTIFICATION