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Home My WebLink AboutFLOOR PLANSITE SPECIFIC FLuOR PLAN: SCALE: N.T.S. UNIT #407 FILE COPY�,�oZ_o�2► SCANNED BUILDING FOOTPRINT BY PLAN VIEW St. Lucie County UNIT NEXT AMON FLOOR PLAN AND UNIT LAYOUT UNIT NEXT 3OOR DESIGN NOTI, FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 I I H Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTURE��AAL RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 qh = 0.00256*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpi)) C9 .•. LI MRH=40', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.00 PRESSURES: NOTED BELOW :. N INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS = vALn GENERAL NOTES: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THEE��(L9R��E ZED OF THE INSTALLATION OF GLAZED/NON-GLAPRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, Ernrg:. I'� EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLIMIL11Y OF ANY PROPOSED SYSIQ4 OR COMPONENT USED ALOpI6M1YAH' �C THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIRCALLY REFERENCED AND ADDRESSED HEREIN. 2. NO CERTIFICATION OR REVIEW IS OFFERED THATTHE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE'fp�B,/A r� 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 MOST STRUCTURE 1S ASSUMED TO BE ADEQUATETO WITHSTAND THE WADS 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 REINSPECT 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 MANUFACTURERS SPECIFICATIONS AS SUMMARIZED HEREIN. 6. ANY JUNCTURE OF EXTERIOR RASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FORTHE 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 S.SX THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SMALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xD1AMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 10. ALL FASTENERS TO BE Al2 X 3/4- OR GREATER 2024-T4, 18-8 SERIES 30D NON-MAGNETIC STAINSS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SMALL 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 HELD 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 MACTICES 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 REM VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EKPRESS 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 URTIRCATIONS OR AFRRMATIONS 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 DESIGN PRODUCT PRODUCT MODEL PRESSURE sf APPROVAL # SERIES SGD-770 1 (1) 131.00x 96.00 4 +42.89 /-47.04 17-0420.12 ALUMINUM SLIDING GLASS DOOR DRAWING NOTES: .. VMEN APPLLGBLE, RECEIVED FEB 01 2019 ST. Lucie County, Permitting LEVEL OF ALTERATION S ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS BALCONIES WITH TDOSTING 4T HIGH APPROVED GUARDS WHICH SHALL NOT PRODUCTS HAVE BEEN C PLATED USING WIDTH - HEIGHT/ 3 (MECTIVE ABFA - ll- nJ 3 HEN , P.E. 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