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Home My WebLink AboutFLOOR PLAN7 65.0, c- NT SCANNED BY St. Lucie County SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. UNIT #3-F BUILDING FOOTPRINT PLAN VIEW UNIT NEXT DOOR e n 0 UNIT NEXT 96MI DESIGN NOTES-, FRANK PE# PEI FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 `I111 1 I 1 I / / Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D', ENCLOSED STRUC j�lTb , 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 `: Q�Q.•'' OC P = qh ((GCp)-(GCp1)) MRH=30', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.00 _ No PE PRESSURES: NOTED BELOW 821 INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS :• GENERAL NOTES: " ' 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FO j.�O STAT T RPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTFCATON, ER)1 F(QF EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED /d • • ... THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPWIFICALLY REFERENCED AND ADDRESSED HEREIN. / L{^J 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET AM RE EGRESS REQUIREMENTS. ALL EGRESS ISSUES Ax9 N/ 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 WATERI 1 I I 4. THE HOST STRUCTURE IS ASSUMED TO BE RIGHT TO REINSPECT AND BY THIS DESIGN AS WORK REPIACES THE THIS ENGINEER SHALL BE NOTIFIED BEFC L. BENNARDQ. P.E. m REMAIN IN DIGITAL SIGNATURE ON SHEEP 1 OR THIS SHEET DOES NOT CONTAIN AN ENGINEER'S OR ORIGINAL SIGNATURE & SEAL, 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 AM 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 CUSS 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. S. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM I.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 ALLANCHORS SHALL BE SPACED WITH 2%DIAMETER END DISTANCE AND 2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE 10. ALL FASTENERS TO BE #12 X 3/4. OR GREATER 2024-T4, 38-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIALAND 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 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 JOBSEE 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. MGINEERNG 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: MARK QTY W X H (In.) ZONE DESIGN PRODUCT pRODUCi MODEL APPROVAL PRESSURE APPROVAL OFPRESSURE p SERIES 238 OUTSWING 1 (1) 36.00 x 25.00 4 +47.36 / -51.31 17-0918.11 ALUMINUM CASEMENT +110/-120 WINDOW 2 (1) 54.00 x 25.00 4 +47.36 / -51.31 17-0926.18 SERIES 238 ALUMINUM +110/-120 FIXED WINDOW SERIES 238 OUTSWING 3 (1) 25.00 x 25.00 4 +47.36 / -51.31 17-0918.11 ALUMINUM CASEMENT +110/-120 WINDOW SERIES SGD-770 4 (1) 144.00 x 80.00 4 +41.07 / -45.01 17-0420.12 ALUMINUM SLIDING +601-60 GLASS DOOR SERIES SGD-770 5 (1) 144.00 X 60.00 4 +41.07 / -45.01 F17-0420.12 ALUMINUM SLIDING +601-60 GLASS DOOR DRAWING NOTES: • ALTERATIONLEVEL:TNISSHFFTTC RECEIVED FEB 19 2019 ST. Lucie County, Permitting WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS STING BALCONIES WITH EXISTING 4P HIGH APPROVED GUARDS WHICH SHALL NOT tJ RD N oa It o _ C[ LL H To u z W03 III Vn L aVI2 WIII m LN xw O Z�TW Q: SgU6S wjU -max¢ <,Q WLLwU0 0 COF- WW Zw �N°"www OtiJ^mow O W �Oz 3LL°�c9 U) W ° S W w b Q U Z J a Z O U) W UL d CL U) g W H I~ 0 WH le 6pIns 189 90 COPYRIGHT ENGINEER NG N RESS• 19-7452 - >Iu nMUMI Ul x41NlM=. UPERABLE WINUDWb WI H SILL HEIGHTS LOWER THAN 42INCHES THAT DO {L N TOPE A BAfOONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS WE WINDOW FROM LI OPENING TO WHICH A 4- SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36• (EXCEPT FOR RESCUE WINDOWS WHICH IN WE EVENT OF AN EMERGENCY FLOOR PLAN AND UNIT LAYOUT WE BLOCKER MUST BE REMOVABLE). WINDOWS WITH THIS CONFIGURATION SHALL EFBC ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FOR SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT. • WHEN ARPDGBLE, WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN GLNLATED USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA = H•'H/3)