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Home My WebLink AboutFLOOR PLAN & UNIT LAYOUTSITE SPECIFIC I`LOOR PLAN: DESIGN NOTE!, SCALE: N.T.S. SCANNED BY St, Lucie County UNIT # 810 BUILDING FOOTPRINT PLAN VIEW Ce O X LU zL r 1�1 z D FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTU,RC,A I I I RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 Ph 9h (G D)# GCv )) Kd*V*V �Q�N,.. MRH=130', ZONE(S) AS NOTED, ROOFTYPE'MONOSLOPE', ROOF SLOPE 0.0° ` \ ��.•'• LICI PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS - No pE, GENERAL NOTES: _ >� 1. THIS ENGINEERED PLAN 1S INTENDED TO PROVIDE SRE-SPE RC DESIGN PRESSURES FORTHE REFERENCED STRUCTURE"FON HF, RlRPpS� OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION ER `� I fjjE EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT d5 ONG VO)rH THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN' <O/?ID 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT WE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISS6e W, .� • .. , 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 INFILTRATION OF PRE 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 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 WINCH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER S. SYSTEMSSHALLBEASNOTEDHEREIN. 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 SEN ANT COMPLYING WITH AAMA 8DO AND ASTM C 920 CUSS 25 GRADE NS 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 SMALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NOWSHRINK AND NON -REACTIVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2XD1AMETER END DISTANCE AND 1.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 10.- ALL FASTENERS TO BE A32 X 3/4' OR GREATER 2024"T4, 18.8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SMALL COMPLY WITH ALL APPLICABLE FE)ERAL,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. LL INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ACOST & 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 SMALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDTTIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 14. EXCEPT AS EXPRESSLY PROW DED 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 PRODUCT PRODUCT MODEL APPROVAL APPROVAL # PRESSURE SERIES CA-740 1 (1) 36.00 x 50.00 5 +56.99 /-112.05 17-0614.14 OUTSWING ALUMINUM +90 /-130 CASEMENT WINDOW SERIES 670HP 2 (1) 94.00 x 96.00 5 +56.68 /-111.14 17-0420.10 ALUMINUM SLIDING +90 /-151 GLASS DOOR W/ REINFORCEMENTS SERIES 670HP 3 (1) 142.00 x 96.00 5 +56.66 /-111.14 17-0420.10 ALUMINUM SLIDING +90 /-151 GLASS DOOR W/ REINFORCEMENTS SERIES 670HP 14(1) 106.00 x 96.00 5 +56.68/-111.14 17-0420.10 ALUMINUM SLIDING +90/-151 GLASS DOOR W/ REINFORCEMENTS F11W-10 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY DRAWING NOTES: BOCC • ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS ENGINEERSHALL BE CONTACTED FOR ADDITIONAL CERTIFICATION. • DOOR DESIGNATIONS: ANY DOOR PRODUCTSHALL EXIT ONLYTO EXISTING BALCONIES WITH EXISTING 42- HIGH APPROVED GUARDS WHICH SHALL NOT NO AN ENGINEER'S y b IN Z O ,N a , IT m® W In F LL _ M w 0 �n WEO W.(f� ou Oz)_j w .. W' Z O 11 LLN x W ae xv;"Rx FWLU -1 V a. D. vC x Q KQ WowULL III OL m o�.Z.� WW mN❑�W WU O,H J ^. W O uU S O .Z. 3 Ul O Ul w 00 b � O Z o Ul w rn o 0 W W IJi O� W o U_LL c, Z2 .xi H AO Z U a W Q N O U W U) ,�' N Z O DJ U) O N V O IA W Q Nn n o m m F rn Z W S F- YQ`_ O Hug z FOR I 18-7127 NUI UrE" IU A BALLUNT AKEA WAIN AN APHNOVED GUAM.L SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM J'I FLOOR PLAN AND UNIT LAYOUT OPENING KE WHICH A 4' SPHERE CAN AND THROUGH AT ANY FOIG BELOW 36' (EXCEPTFOR RESCUE WINDOWS WHICH IN THE EVENT T AN CFORCIILJIII THE I G TO MUST BE REMOVABLE). WINDOWS UGH THIS Y MINT BELOW SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO N EMERGENCY FOR SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT. • WHEN APPLE BEE WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODULIS HAVE BEEN CALNLATEO USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA = H•H/3)