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RECEIVED (803�it!`i3 4
ST. LUCT_E COUNTY BUILD _ _ DIVISION
MAR 2 S �018 REVIEWED FOR CON.`P CE
REVIEWE B
DATE `l 17 I
ST. Lucle County, Permitting PLANS AND PERMIT MU T BE KEPT ON JOB
OR NO INSPECTION BE 11IADE.
THESE PLANS AND ALL PROPOSED WORK
U1E SUBJECT TO ANY CORRECTIONS
IEOUIRED BY FIELD INSPECTORS THAT
UIY BE NECESSARY IN ORDER TO
OMP6Y WITH ALL AAPWPAR6B 09139%
AAYUM0 FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Angell e'sAcnce
%00 S. ocean Zr.
unit 403
3570 S. E. Dixie I-iighway • Stuart, Florida 34997 . (772) 286.0459 • Fax: (772) 286-0461
SITE SPECIFIC FLOOR PLAN:
SCALE: N.T.S.
9800 S. OCEAN DRIVE
BUILDING FOOTPRINT
PLAN VIEW
UNIT
NEXT
UNIT
#403
207.0' MIN. BUILDING DIM.
O
UNIT #403
N40 FT ABOVE GRADE
UNIT
NEXT
RANK L BENNADD, P.E.
DESIGN NOTE- F
PE# PE0046549
FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 , \
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST) EXPOSURE 'D', ENCLOSED STRUGFIY /
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 ��� GQ . �?.1 � I 018
qh = 0.00256*Kz*Kzt*Kd*V*V
P = qh ((GCP)-(GCPI)) - L CF/v
MRH=40', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.0- Np 6O1 uluueew
PRESSURES: NOTED BELOW = a p OORO N BATT6, P.E.
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS — x 2 U��
VALIDFCIR 1PFR ANI V I1 N l
GENERAL NOTES: =T
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FORTHEq¢REN`LFD Oi
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS ASP D AAIlVO A
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED:ALONG WITH THESE PRESSURES'JI S
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. // , El
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS .'/(LLI
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.
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.
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 1.5X 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.
8. 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-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR
CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL 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 5% 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, at. 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
ESIGN INFORMATION:
MARK
QTY
I W x H (in.)
ZONE
DESIGN
PRODUCF
PRODUCT MODEL
APPROVAL
PRESSURE (p
APPROVAL #
PRESSURE (psf)
144'.00=x=95.0 -�
SERIES SENTINEL 150
1
=(1)
+42.63'j=4678-=17-1011�8--ALUM=SLIDINGGLAS
_
+607=60
DOOR
EIVED
MAR 2 S 2018
ST. Lucie County, Permitting
DRAWING NOTES:
T5 WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
a.
EXISTING BALCONIES WITH EXISTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT
A INCHES. OPERABLE WINDOWS WTTH SILL HEIGHTS W WER THAN 42INCHES THAT DO
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18-5964
SCALE: N.T.S.
FLOOR PLAN AND UNIT LAYOUT
SHUTTER PRODUCES HAVE BEEN CALCULATED USING WIDTH = HEIGHT/ 3 (EFFECUVE AREA = H-H/3)
--