HomeMy WebLinkAboutFLOOR PLAN-SITE --SPECIFIC F )OR PLAN:
SCALE: N.T.S.
UNIT
# 1502
9600 S. OCEAN DRIVE
BUILDING FOOTPRINT
PLAN VIEW
UNIT
NEXT
SCANNED
BY
St. Lucie County
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C" 7_41.E6PASTENINORATTACHMENTS
pAE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
180.0' MIN. BUILDING DIM.
ST. LITCIE COUINTY BUILDING - ION
REVIEWED FOR COb.TL
REVIEWEq B
DATE N12G
PLANS AND PERMIT MUST E KEPT ON JOB
OR NO INSPECTION WILL BE MADE,
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UNIT #1502
^7150 FT ABOVE GRADE
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FLOOR PLAN AND UNIT LAYOUT
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THESE
PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
GOMM WITH A" APPMA®LA 90351
DESIGN NOTE''
FLORIDA BUILDING COG ..(TH EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D', ENCLOSED STRUCTU��yt ((
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.18 �� � 101
qh = 0.00256*Kz*Kzt*Kd*V*V
P = qh ((GCp)-(GCpi)) : G .•'
MRH=190', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.0°
PRESSURES: NOTED BELOW Np/
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS Z '77
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GENERAL NOTES:
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STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS P�
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THENgS'
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PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TOlp
OR APPLICABILTIY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSN PRODUCT AND APPROVAL
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INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.G /fun
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS RE UIREMEPFTAJ. yt�
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EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUIILDING OFFICIAL.) I
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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,
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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.
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SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY
DURING CONSTRUCTION
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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
THIS
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SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR. ABNORMALITIES ARE OBSERVED. USE
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
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.
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6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
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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
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NON -REACTIVE.
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8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
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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 ALL 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 EXTENTTHAT 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
SPECIFICATION BY CONTRACTOR,
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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 JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON
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CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE
OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE
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DATA OR MEASUREMENTS. WORK SHALL BE FIELD
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UNIT
VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY
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TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
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.
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DOOR
* ALTERATIONS ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION
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DESIGN INFORMATION:5"'
MARK
QTYkDESIGN
.)
ZONE
PRESSURE (05F)
PRODUCT
APPROVAL #
PRODUCT MODEL18
APPROVAL
PRESSURE (s)
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0
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1
1
00
4
+58.44 / -62.23
17-0420.07
SERIES 5470 VINYL SLIDING GLASS DOOR
+98.5 /-98.5
2
2
(1).00
4
+54.81 / -59.74
17-0420.0]
SERIES 5470 VINYL SLIDING GLASS DOOR
+80 /�0
C
m
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3
-(1)=.00=
-4-+62:21/--64.82-17-Ofi30.05--
SERIES -
-
-+65/=70---
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-"'`'3
4
(1).00
4
+62.21 / -64.82
17-0630.05
SERIES 5500 PVC SINGLE HUNG WINDOW
+651-70
85
(1).00
4
+63.10 / -65.29
1 FL5891.2-R6
THERMATRU FIBERGLASS SINGLE IMPACT DOOR
+671�Eli-
DRAWING NOTES:
. ALTERATION LEVEL• THIS SHEET 1!
OF
WITH LEVEL OF ALTERATION I ONLY. IF IEV8 OF ALTERATION IS DIFFERENT, THIS
STING BALCONIES WITH MISDNG 4T HIGH APPROVE) GUARDS WHICH SHALL NOT
JRATION SMALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC FOR
PRODUCIS HAVE BEEN CAUL UD USING WIDTH -HEIGHT/ 3(EFFECTIVE ARM =H'H/3)
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