HomeMy WebLinkAboutFLOOR PLANr
SITE SPECIFIC FL&OR PLAN:
SCALE: N.T.S.
UNIT
#A-70
7
93.0,
FILE COPY
BUILDING FOOTPRINT�cr� ���«62-og6I3
PLAN VIEW
UNIT NEXT DOOR
T T O
2
DESIGN NOTE';. ��L`I I
FE
RDQ P.E.
_ X
Xo�674
FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRIItfl�-�,•'•�)
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.18 Cl
E
�'
.•
qh = 0.00256*Kz*Kzt*Kd*V*V C1:
,/+
9F
j
P = qh ((GCp)-(GCpi)) - NaP=
E82
MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0° - it
°TYF,
PRESSURES: NOTED BELOW :- _
DIBA
23
P:E
_
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS �� •_
,,2
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDEDTOPROVIDE PRODUCTS
AS PROPOSED
PRESSURE
OF THE INSTALLATION OF GINT ED/NON-GLAZED PRODUCTS CI IC DESIGN AND PROV
SURE
N EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APP ICABI ITY OF ANY
T THESE PRESSURES UNLESS PRODUCT OF AND APPROVAL INFORMATION IS SPECIFICALLY
2. NO CERTIFICATION OR REVIEW G OFFERED CONTRACTOR A ND T PROPOSED UNITS G MEET ANY .
ADDRESSED BY THE PERMUTING WESTSTRUCTURAL
THE LOCAL BUILDING OFFICIAL
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM O
INFILTRATION OF FIRE SAFETY.
4. THE HOST STRUCTURE IS ANY
DEFIED TO BE ADEQUATEFOUND
I WITHSTAND EXISTING
ND THE LOADS IM
EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISf1NG HOST S-EAI
CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO TO INSPECT AND REEVE
IMPLIED, IS DURING
CONSTRUCTION
ON T HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM D CONSCFI
VERIFY DURING CONSTR BEING UTHAT TH" E SUBSTRATE IS OF THE TYPE AND AU-ATI I
THE PRODUCT APPROVAL BEING UITLIZ® WHICH MUST BE SOUND FOR INSTALL4TI0
Fi
NOT¢OXT10 NA INAL
TURE'& I EIR SEE
l IS
)R TH�✓�y�+W[�i SIGN THIS
EITHER G v/O y1QEf1 �TYOFA DIGITALLY
ED ALONG (M{SH 9LENBD �1 HALLREMAIN IN
I 1 I BIGIILAL RORMAT. & PRINTED
III a4:I LJ .y MlgliY_19*03-.14
DOES NOT INCLUDE THE CERTIFICATION OF WATER
D BY THIS DESIGN AS WORK REPIACES THE
E. THIS ENGINEER SHALL BE NOTIFIED BEFORE
IN CONFORMANCE WITH THE INTENT
IF AM DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
5. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S
SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY ]UNCTURE OF EXTEtIOR PIASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 80D 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 WE SCOPE OF THIS CERTIFICATION.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
S. 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 EPOKY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND
SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO
ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
10. 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, TATE, AND LOCAL CODES.
31. 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 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.
13. ENGINEERING EXPRESS HAS NOT VISITED THIS IOBSITE. 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.
14. EXCEPT AS EXPRESSLY PROW DED 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
DESIG
PRODUCT
pRODUCf MODEL
APPROVAL
(PRESSURE
p
APPROVAL #
PRESSURE (sI)
1
(1)
15.00 x 71.00
4
+56.05 / -61.91
17-0614.09
PW-5520 VINYL PVC
+80 /-110
FIXED WINDOW
SERIES DH-5560 PVC
2
(1)
42.00 x 71.00
4
+55.89 / -61.92
17-0630.10
DOUBLE HUNG
+70 /-110
WINDOW
3
(1)
15.00 x 71.00
4
+56.05 / -61.91
17-0614.09
PW-5520 VINYL PVC
+80 /-110
FIXED WI OW
FI Lt UU F Y
DECEIVED
FEB 2 5 319
ST. Lucie County, Permitting
DRAWING NOTES:
LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
BALCONIES WITH EXISTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT
THIS SHEET
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100PYNTGHT ENGINEERING EXPRE55a 1
1 19-7457 1
FLOOR PLAN AND UNIT LAYOUT
PRODUCS HAVE BEEN CRLNIATED USING WIDTH - MIGHT/ 3(EFFECTIVE ARIA =H'H )
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