HomeMy WebLinkAboutDRAWINGSCANNED
BY
St. Lucie County
s2"x64" 52"A 6�'#
CONCEALED FASTENERS OR ATlACHwtENi S
ARE THE RESPONSIBILITY OF THE
0ONTRACTOR OR RECORD
Pke C®per
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIELINSPECTORS TAT
CCOOMPL WITH ALL APPLIICABLRE CODES.
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ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED4Y
DATE
PLANS AND PERMIT MUST BE KE ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
DESIGN NOTES: S ~` FRANKLBENNA O,P.E.
SITE SPECIFIL FLOOR PLAN. I PE#PE0046549
SCALE: N.T.S.
UNIT
#808
BUILDING FOOTPRINT
PLAN VIEW
1
7 N &
80.0' C-
BALCONY
O
UNIT UNIT #80§ UNIT
NEXT DOOR ^280 FT ABOVE GRADE NEXT
DOOR
FLOOR PLAN AND UNIT LAYOUT
FLORIDA BUILDING CODE FIFTH EDITION (2014) ASCE 7-10/1111111 /
RISK C70 MPH /=11, Kd-0. MPH (3 SECOND GUST) EXPOSURE'=', ENCLOSED STf�f
RISK CATEGORY=II, Kd=0.85, Krt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 �� F . N... M
qh = 0.00266*Kz*Krt*Kd*V*V �� C9�••' LIC •<
P = qh ((GCp)-(GCpi)) F
PRESSURES: NOTED BELOW NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.0. :. No GOR01
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS = FBz 23128
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR I EF r��F
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS /CS PO
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS'f0 A-WN
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSYUT o'tF AlY.ES N(
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. // l
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREM96 f3.IAl1U I
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.
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.
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.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
NON -REACTIVE.
B. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.5xDIAMETER 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 J.3.1,
SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & 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, 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.
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 *
DESIGN INFORMATION:
MARK
qTY
W x X (in.)
ZONE
DESIGN
PRESSURE
PRODUCT
APPROVALS
PRODUCT MODEL
APPROVAL
PRESSURE
1
1
]2.00 x 95.00
4
+49.44 / -58.67
17-0420.07
SERIES 5470 VINYL SLIDING GLASS DOOR
I
2
(1)
140.00 x 95.00
4
+46.48 / -56.35
17-0420.07
SERIES 5470 VINYL SLIDING GLASS DOOR
1 +801-80
3
(1)
52.00x69.00
4
+52.65/-61.20
17-0630.05
SERIES 5500 PVC SINGLE HUNG WINDOW
+65/-74.3
4
(1)
52.00x64.00
4
+52.65/-61.20
17-0630.05
SERIES 5500 PVC SINGLE HUNG WINDOW
+65/-74.3
DRAWING NOTES:
USE IN PRW ECIS WRH LEVEL OF ALTERATION L ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
CERTIFICATION.
EIT ONLY TO MSTING BALCONIES WITH WSTING 42' HIGH APPROVED GUARDS "ICH SHALL NOT
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BEEN CALCULATED USING WIDTH - HEIGHT/ 3 (13FECDVE AREA = H'H/3)
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