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Home My WebLink AboutPLANSLL SITE SPECIFIC FL.-JR PLAN: SCALE: N.T.S. BUILDING FOOTPRINT PLAN VIEW UNIT NEXT UNIT #406 BALCONY O 7 80.0, UNIT #406 SCANNED BY St. Lucie County O N40 FT ABOVE GRADE FLOOR PLAN AND UNIT LAYOUT 3 UNIT NEXT 006� DESIGN NOTE, FRANK L. BENNARDO, P.E. PE#PEOD46549 FLORIDA BUILDING CObe riFTH EDITION (2014) ASCE 7-10 ' Vult=160 MPH / Vasd=123.9 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRU RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 �`^P l.. I qh = 0.00256*Kz*Kzt*Kd*V*V �''•'' L P = qh ((GCp)-(GCpi)) , MRH=130', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0° _; ;' No pF0 FONT DI .E PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _ roL AUDFORI P rtoNLY GENERAL NOTES: STATE D 11-2 N 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FORTHE RE STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS Rq D A BID/ PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THfc�JJTjYl'' OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURESAjryIYS§L PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. /I/(I 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALLI 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 CONSTRUCRON 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. 8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETER 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 1.3.1, 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 H (In.) ZONE DESIGN PRESSURE(p PRODUCE APPROVAL# PRODUCT MODEL SERIES SGD-670 1 (1) 141.00 x 96.00 4 +39.89 / -49.49 17-0420.09 ALUMINUM SLIDING GLASS DOOR SERIES SGD-670 2 (1) 105.00 x 96.00 4 +41.01 / -50.40 17-0420.09 ALUMINUM SLIDING GLASS DOOR SERIES SH-600 3 (1) 32.00 x 51.00 4 +45.78 / -54.14 16-0714.05 ALUMINUM SINGLE HUNG WINDOW DRAWING NOTES: ALTERATION LEVEL: THIS SHEET II EERS BE CONTACTEDI DOOR DESIGNATIONS: ANY DOOR Efi- Ff66if%G $ILL HEIGHTS: WINDOWC MIIR H LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALIENATION IS DIFFERENT, THIS BALCONIES WDH ExISIING 4T HIGH APPROVED GUARDS VRTCH SN NOT SHUT M PRODUCTS HAVE BEEN CALCUTATFO USING WIDTH = HEGHT / 3 (EFFECTVE AREA = H-H/3) d z I --I J Q z O V) V) LU LL a g W V f '• m"$$wo �7LLa 3�m LLN ofaW i0'I ww Uazai O9<w WcgLL tm g$�Z0 U~ W }Wq,U 3 rL g719 N W s=w ow 6 In p .4 de m m01 Q ?aw IL Cw IjL p U GiF o wz6 O Q N U 6 ID fA ry w 0 w O n In 6 Z M V N m w °I K O COPYRIGHT ENGINEERING ENPR 17-5222 SGLE: N.T.S. r�11/'':I111 OF� I�.I