HomeMy WebLinkAboutFLOOR PLAN AND UNIT LAYOUTSITE SPECIFIC FLOOR PLAN:
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DESIGN NOTES:
FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10
N Vult=170 MPH / Vasd=127 MPH (3 SECOND GUST), EXPOSURE V
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCp
qh = 0.00256*Kz*Kzt*Kd*V*V
MRH=99' , ZONE(S) AS NOTED, ROOF TYPE MONOSLOPE, ROOF Sl
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
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ENCLOSED STRUCTU "
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EO.OoJUL 2 2�4 CYO M. 170110--P.E.
2328
GENERAL NOTES: t., `J
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1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFER
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSECI,�,A,J�p`�,�)'F�
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDIT?'j
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS / T
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL
EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE 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 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.
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 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.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
8. 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.
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,STATE, AND LOCAL CODES.
IS. 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 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.
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
CERTIFICATION *
DESIGN INFORMATION:
DESIGN
PRODUCT
APPROVAL
MARK
QN
W x H (fn.)
ZONE
PRESSURE (pst)
APPROVAL
PRODUCT MODEL
PRESSURE
#
5
1
(1)
15.00 x 71.00
4
+50.23 /-57.58
17-0614.09
PW-5520 VINYL PVC FIXED
+80/-110
WINDOW
2
(1)
42.00 x 71.00
4
+50.08 / -57.58
17-0630.10
SERIES DH-5560 PVC
+70 /-110
DOUBLE HUNG WINDOW
3
(1)
15.00 x 71.00
4
+50.23 /-57.58
17-0614.09
PW-5520 VINYL PVC FIXED
+80/-110
WINDOW
DRAWING NOTES:
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ALTERATION UNfL:THIS SHEET IS INTENDED FOR USE IN PROJECTS WIN LEVEL OF ALTERATION I ONLY, LEVEL OF ALTERATION IS DIFFERENT, THLS 19-8184
ERGIREEiTSfi7. M CONTACTED FOR ADDITIONAL CERTIFICATION.
• DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL ExTT ONLY TO Ex MNG BALCONIES W HOSTING 42' HIGH APPROVED GUARDS WHICH SHALL NOT
FLOOR PLAN AND UNIT LAYOUT: SCALE: NTS UNLESS NOTED
• SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES. OPERABLE WINDOWS WRH SILL HEIGHTS LOWERTHAN421NCHF5 THAT DO DP
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CERTIFICATION
FOR USTED GHUTIER PRODUCTS HAVE SEEN CALCULATED USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA a H'H/3)
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