HomeMy WebLinkAboutFLOOR PLANSITE SPECIFIC FLOOR PLAN:
SCALE: N.T.S.
UNIT
#608
BUILDING FOOTPRINT
PLAN VIEW
UNIT
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DOOR
FLOOR PLAN AND UNIT LAYOUT
DESIGN NOTES: u
FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTURE,
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18
Ph Qh ((GCP) GCpi)) Kd:V.V
MRH=130', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.00
PRESSURES: NOTED BELOW 0�.•'• LI
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED SIR
-
OF THE INSTALLATION OF GLAZED/NON-GIAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTI.
EXPRESSED OR IMPLIED, 15 OFFERED AS TO THE VALIDITY OR APM.ICABILITY OF ANY PROPOSED SYSTEM OR COMI
THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESS
70.0
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL E
ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE
INFILTRATION OF FIRE SAFETY.
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS N
EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHAL
CONTINUING CONSTRUMON AND RESERVES THE RIGHT TO REINSPECT AND RE-EVAWATE DESIGN. NO WARRAN
IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, T
VERIFY DURING CONSTRUCTION THAT THE SUBS IRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORM
SCANNED
BY
at. LUC* roun4y
UNIT
NEXT
DOOR.
RTIFICA11Qjl TBR �RI I
E NOTIFIED BUD
U NAL
EITHER EXPRESSED
CONTRACTOR SHALL
ICE WITH THE INTENT OF
S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S
SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY JUNCTURE OF EXTERIOR PIASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND
ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE
TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
8. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X
THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND
SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE.
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SMALL BE SPACED WITH 2 DIAMETER END DISTANCE AND 2.SxDIAMETER MIN SPACING TO
ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
10. ALL FASTENERS TO BE #12 X 3/4- OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR
OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE FEDERALSTATE, AND LOCAL CODES.
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT
THE OPENING AREA IS NOT SMALLER THAN 5%OF WE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO
INSTALLATION.
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, M. aI.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED FOR BY LOCAL STATE, &
FEDERAL CODES &FROM DEVIATIONS OF THIS PEW.
13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS. WORK SHALL BE REM VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN
AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING
FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
ALTERATIONS. ADDITIONS. OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION
MARK
QTY
W x H (in.)
ZONE
DESIGN
PRESSURE(p
PRODUCT
APPROVAL #
pRODUCi MODEL
SERIES SGD-670
1
(1)
106.00 x 96.00
4
+48.89 / -56.86
17-0420.09
ALUMINUM SLIDING
GLASS DOOR
SERIES SGD-670
2
(1)
142.00 x 96.00
4
+47.54 / -55.85
17-0420.09
ALUMINUM SLIDING
GLASS DOOR
1 0
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STING BALCONIES WITH EM7ING 42• HIGH APPROVED GUARDS WHICH SMALL NOT
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