HomeMy WebLinkAboutPLANSITE SPECIFIC
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F:( _'JOR PLAN:
UNIT
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BUILDING FOOTPRINT
PLAN VIEW
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FLOOR PLAN AND UNIT LAYOUT
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80.0'
SCANNED
BY
St. Lucie County
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DESIGN NOTES:
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FLORIDA BUILDING CODE FIFTH EDITION (2014) ASCE 7-10 `�tllllll
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STR<aI!� YR& jD
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18
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qh = 0.00256*Kz*Kzt*Kd*V*V
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P = qh ((GCp)-(GCpi))
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= +0
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MRH=40', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.00
PRESSURES: NOTED BELOW 1
28
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
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GENERAL NOTES: = u)
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR' / F 9�Ots
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS / PFF}} ED. ND
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED ORiIMPLTED, IS OFFERED AS Ty q lr
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES/
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. ///111II
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL
EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL.
3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS
WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,
THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO
RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.
SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY
DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE
WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF
THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE
OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO
THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
S. ANY JUNCTURE OF EXTERIOR PLASTER 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.
6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND
SHALL BE MINIMUM 1.SX 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.
B. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
9. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024-174, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR
CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 3.3.1,
SPECIFICATIONS FOR ALUM. STRUCTURES-SECOON 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE
FEDERAL,STATE, AND LOCAL CODES.
10. 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 SR/R OF THE ENGINEERED DESIGN.
CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION.
11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
SPECIFICATION BY CONTRACTOR, et. al. 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 IS CALLED FOR BY LOCAL, STATE, & FEDERAL
CODES & FROM DEVIATIONS OF THIS PLAN.
12. 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 FIELD
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.
13. 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
DESIGN INFORMATION:
MARK
QTY
W x H (in.)
ZONE
DESIGN
PRODUCT
PRODUCT MODEL
PRESSURE(psf)
APPROVAL#
SERIES SENTINEL 150
1
(1)
146.00 x 96.00
4
+42.55 / -46.70
15-0619.06
ALUM SLIDING GLASS
DOOR
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FILE s �;/ L
DRAWING NOTES:
• ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PR03ECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
E(-NGI�ILL BE CONTACTED FOR ADDITIONAL CERTIFICATION.
• DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42' HIGH APPROVED GUARDS WHICH SMALL NOT
E M DIFI D.
• SIM HEIGHTS: WINDOWS MUST HAVE MINIMUM SIM HEIGHT OF 24INCHES. OPERABLE WINDOWS WITH SILL HEIGHTS LOWERTHAN 42 INCHES THAT DO
NOT N TO A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED W A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM
OPENING TO WHICH A4' SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36'(EXCEPT FOR RESCUE WINDOWS WHICH IN THE E OF AN EMERGENCY
THE BLOCKER MUST BE REMOVABLE). WINDOWS WITH THIS CONFIGURATION SHAH ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FTC FOR
SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT.
• WHEN APWCABLE. WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCUUTED USING WIDTH - HEIGHT/ 3(EFFECDVE AREA=H•H/3)
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COPYRIGHT ENGMEERING EXPREBS"
17-5288
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