HomeMy WebLinkAboutFLOOR PLANSITE SPECIFIC WOR PLAN:
SCALE: N.T.S.
UNIT
#320
BUILDING FOOTPRINT
PLAN VIEW
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FLOOR PLAN AND UNIT LAYOUT
7
65.0,
SCANNED
St. Lucie County
- I DESI
/
FLORIDA BUILDING CODE I_s,i n EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLO
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18
P qh ((GCp) GCpi)) Kd*V*V
MRH=100', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.0°
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
I \LLL IIIII
SED STRUCTURE\ O
J� N &
GENERAL NOTES: =70
1. THIS ENGINEERED PLAN IS INTENDED TO PROWDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THEO $E $
- OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, ET I, •. F(
N EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APRUCABIL TY OF ANY PROPOSED SYSTEM OR COMPONENT USED AM SG WANT
T THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR REW EW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO QR 0/
ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL / / / / I
3. THIS CERTIFICATION APPLIES TO THE SDRUCTURAL PERFORMANCE OF WE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION OF WATER
INFILTRATION OF FIRE SAFETY.
4. 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 SMALL BE NOTIFIED BEFORE
CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO REINSPECT AND RE-EVALUATE DESIGN. NO WARRANTY. EITHER EXPRESSED OR
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
VERIFY DARING CON5TRUCTION THAT THE SUBSTRATE 15 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.
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 PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH RAMA 900 AND
ASTM C 920 CUSS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C3281 OR RAMA 812 FOR THE
TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION.
7. THE CONTRACIOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
B. ALL CONCRETE SMALL BE UNCRAO(ED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.S%
THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND
9. FOR AW MINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2 DIAMETER END DISTANCE AND 2.5xD1AMETER MIN SPACING TO
ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
10. ALL FASTENERS TO BE R32 % 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.
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 THE 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 SVECIRCATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM
o MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
FEDERAL CODES &FROM DEVIATIONS OF THIS PAN.
13. ENGINEERING EXPRESS HAS NOT WITTED THIS ]OBSRE. 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 SMALL BE NOTIFIED AND GIVEN
AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING
REM 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 MuRCATION "
DESIGN INFORMATION:
NIT
EXT
)OR
J
W x H (In.)
ZONE
DESIGN PRESSURE
PRODUCT MODEL
APPROVPRESSUREAL
MULLION
MULLION SIZE
APPROVAL 4
APPROVAL S
(in.)
SENTINEL 110
36.00 x 48.OD
4
+49.20/-58.39
17-1018.08
ALUMINUM SINGLE
+80/-85
N/A
N/A
HUNG WINDOW
SENTINEL320
111.00 X48.OD
4
+46.68/-56.47
17-0918.09
ALUMINUM
+65/�5
N/A
N/A
I
HORIZONTALSUDING
WINDOW
SENTINEL 310
36.00 x 47.00
4
+49.2D /-58.39
17-1018.08
ALUMINUM SINGLE
+801�5
I8-0117.01"
1-X2.S'X0.125'
HUNG WINDOW
SENTINEL 110
36.ODz47.00
4
+49.20 /-58.39
17-1018.08
ALUMINUM SINGLE
+80/-85
18-0117.01•
1'%2.5'%0.125'
HUNG WIN
(1-O6
ST. LUCIE (
BUILDING I
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IUST BE KEPT
INSPECTION 1
JOB OR
. BE MADE
DRAWING NOTES:
' QA
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS BEcEmED
REQUIRED BY FIELD INSPECTORS THfj y 2 8 2018
MAY BE NECESSARY IN ORDER Tqe
COA-IPLY WITH ALL APPLICABLE C04 iu� a Cou ty
WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
STING BALCONIES WITH EXISTING 42• HIGH APPROVED GUARDS WHICH SHALL NOT
VCHES. OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 421NCHES THAT DO
L BE EQUIPPED WITH A PERMANENT BLOCI(ER WHICH PROHIBITS THE WINDOW FROI
BELOW 36' (EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENC
HAVE BEEN CALQ MUSING WIDTH. HESHT/ 3(EFFECTIVE AREA. H"H/3)
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