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Home My WebLink AboutFLOOR PLAN AND UNIT LAYOUTSITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. SCANNED BY SyL . Lucie County UNIT � N - #804 92.0 (ml BUILDING FOOTPRINT PLAN VIEW UNI N EX DOC / ► I T o NIT EXT JOR DESIGN NOTES: ✓o, "vFo FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 PG/?h i!1qq Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', EN(�{((.6s;o STRO�TURE, RI K 00256RY=II, tKd .8S Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-O.Tl�b�e�opd�� P = Gh ((GCp)-(GCpi)) MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.00 •'• PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS �7a GENERAL NOTES: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED SRRUCfURE FORT* I(N)AP6s OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED Auos A..ox. THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. i LJ 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE'{p ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL ^I 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCWDETHE CERTIFICATION OF WAtOw, INFILTRATION OF FIRE SAFETY. / 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BYTHIS 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, ETTHER 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 SMALL NOTIFY TMLS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. S. SYSTEMS SMALL 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 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 MR 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 SMALL 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 EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF WE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON -REACTIVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2 IAMETER END DISTANCE AND 2.5xDUAMETER 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 RESLSTANT 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 STRUC UR DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL OL 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 SNALL 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 ADOMONALCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. MARK QTY W x H (in.) ZONE DESIGN PRESSURE s PRODUCT APPROVAL # PRODUL7 MODEL APPROVAL PRESSURE s 1 (1) 139.00 x 96.00 4 +49.69 / -56.65 17-0420.06 SERIE 5570/2770 VINYL SLIDING +60 /-0 GLASS DOOR (REINFORCED) 2 (1) 71.00 x 96.00 4 +52.95 / -59.01 17-0420.06 SERIE 5570/2770 VINYL SLIDING +60 /-W GLASS DOOR (REINFORCED) �41 0 ` G� �J��G �Q �J 1 6 094 �� --- 11 � � � DRAWING NOTES: 5 • ��QQS�Io • ALTERATION LEVEL• THIS SHEET E INTENDED PoR USE IN PROJECTS WITH UWEL OF ALTERATION 1 ONLY. IF LEVEL lg1T,TION IS DIFFERENT, THIS ENGINEER BE SKAIU CONTACTED FOR ADDITIONAL CERTIFICATION. • DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42• HIGH APMR VED GUARDS WHICH SHALL NOT NOT OPEN TO A BALCONY AREA WTM AN APPROVED GUARDRAIL SHALL BE EQUIPPED WIM A PERMANENT BWa ER WHICH PROHIBITS THE WINDOW FROM FLOOR PLAN AND UNIT LAYOUT WE ING BLOCKS WHICH BE REMOVABLE). WINDOWASS S WITH ATATHIS C POINT BELOW 3 HALL CEPT ALSOPo HAVE SEPARATE W WDOWS WHICH CONFORMINGITHE EVENT TO N EMERGENCY THE GUARD R MUST BE R OT INCLUDED WINDOWS OCU THIS CONFIGURATION SHALL A150 HAVE SEPARATE CERTIFICATION CONFORMING N RC MR SAFEGUARDS WHICH IS NOT INCLUDED W THIS DOCUMENT. • WHEN APPDUBIE,WIND PPBSURE INFORMATION PoR L15Tm SHUTEil P0.000CI5 HAVE BEEN CA,LVIATED USING WIDM-HDGHT/3 (EFFECTNEAREAe H•W3) F`19 . R 'O SNE ES S AN ORIGI ° &ENGINDIGITAL• ERSEAL• A ON SHEE[ 1, THIS RTHA L DIGITALLY SHALL RETRUgjTN IMAT, D W 15CUMFNT I �I1EU SIGNED D. 77HHE'itE IS NO ryA 0.E ON SHEET I L'J o C 4 a 'v o W In 'um W�Wti dmV DELLfzx" ZII1 LLN x&'AI W O Sawm rn �j<W�x U� �Q W ew(9 OLIO-zz WW 0 °�.w D •-I W uPiOti 3aPs9z U% W 1, O W w AD Qa, _ ffil Ire sa 1 19-8056 1