HomeMy WebLinkAboutFLOOR PLANSITE SPECIFIC FLOOR PLAN:
SCALE: N.T.S.
UNIT
#1405
APR 13 2018
ST. Lucie County, permitting
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80.0N'
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SCANNED
BUILDING FOOTPRINT St. Luce County
PLAN VIEW
/ BALCONY
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UNIT UNIT #1405 UNIT
NEXT DOOR N140 FT ABOVE GRADE NEXT
DOOR
BY. Lump caUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED
DATE
P(ANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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FLOOR PLAN AND UNIT LAYOUT
9
DESIGN NOTES. •
FRANK BENNA O, P.E.
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FLORIDA BUILDING CODE FIFTH EDITION (2014) ASCE 7-10 f
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Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST) EXPOSURE'D', ENCLOSED STRUCyF�U
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.16 ¢".•' �I
18
qh = 0.00256*Kz*Kzt*Kd*V*V
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P = qh ((GCp)-(GCpi))
MRH=150', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.00 = No p
F0 B 18 ° `,°P.
PRESSURES: NOTED BELOW _ 7}
INSTALL
212D _
ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _ T
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GENERAL NOTES:
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1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE
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DESIGN PRESSURES FOR THE R�FfJE I N EDA,
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZEWNON-GLAZED PRODUCTS AS PROOp3 ND 40
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PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE'V!3
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OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES TIN /V
PRODUCT AND APPROVAL INFORMATION
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IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. / / /
2. NO CERTIFICATION l I
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OR REVIEW IS OFFERED THATTHE PROPOSED UNITS MEET -ANY EGRESS REQUIREMENTS. ALLI
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EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL.
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3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS/�^
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WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,
THIS
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ENGINEER SMALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO
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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
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DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE
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WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF
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THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE
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OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
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4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO
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THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
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5. 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.
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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
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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
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NON -REACTIVE.
8.
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FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
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9. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR
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CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 3.3.1,
SPECIFICATIONS
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FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATIONJNC., & APPLICABLE
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FEDERAL,STATE, AND LOCAL CODES.
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10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
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SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN.
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CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION.
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11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
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SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &
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DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM
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ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL
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CODES & FROM DEVIATIONS OF THIS PLAN.
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12. ENGINEERING EXPRESS HAS NOT VISITED THIS 30BSITE. INFORMATION CONTAINED HEREIN IS BASED ON
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CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE
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OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD
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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
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EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
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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
(m
W x H (in.)
ZONE
DESIGN
PRESSURE
PRODUCT
APPROVALS
PRODUCT MODEL
APPROVAL
PRESSURE
1
(1
53.00x69.00
4
a61.16/-62.21
1]-0630.06
SERIES 5400 PVC SINGLE HUNG WINDOW
�65/-190
2
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53.00x64.00
4
+61.16/-62.21
17-063D.06
SERIES 5400 PVC SINGLE HUNG WINDOW
W51-13D
3
1
]1.00x95.U0
4
♦5 A!?/-59.76
1IM20.07
SERIES 5470 VINYL SLIDING GLASS DOOR
+00140
4
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180.00 x95.00
4
+52.52/-56.49
1 17-0420.07
1 SERIES 5470 VINYL SLIDING GLASS DOOR
E00/aD
CONCEALED FASTENERS OR ATTACHMENTS' THESE PLANS AND ALL PROPOSED WOI
ARE THE RESPONSIBILITY OF THE ARE SUBJECT TO ANY CORRECTIONS
CONTRACTOR OF RECORD REQUIRED BY FIELD INSPECTORS THA.
R Po1AY 9r NECESSARY iN ORDER TO. ',
DRAWING NOTES: CPV0H`Li{`LICAL't;COQES
ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WFFN LEVEL OF ALTERATION I ONLY. IF LEVEL OF ALTERATION IS DIFFERENT: THIS
IN R ALL B CONTACTED FOR ADDITIONAL CERTIFICATION.
DOOR DESIGNATIONS: AM DOOR PRODUCT SHALL EKR ONLY TO MSTING BALCONIES W HEGSTING 42• HIGH APPROVED GUARDS WHIM SHALL NOT
HAVE SEEN ULATED USING WIDTI=HEIGHT/3(ERECT•E AREA -H-H/3)
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