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Home My WebLink AboutFLOOR PLAN"SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. a UNIT #303C 5055 N HWY AlA BUILDING FOOTPRINT PLAN VIEW l&%s- 0660 ST. LTTCIE COUNTY BULL] RFVTENi LD FOR CONIPLI REVIENVED BY DATE 6111I0, PLANS AND PERMIT MUS OR NO INSPECTION 1VM1 UNIT NEXT 80.0' MIN. BUILDING DIM. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I171H PLANS AND ALL PROPOSED WORK 1s'ON ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO : KEPT ON aos =R. COMPLY WITH A6h APPWCAAIA OOPE94 n�a O Ee UNIT #303 C N30 FT ABOVE GRADE FLOOR PLAN AND UNIT LAYOUT SOANNIE�,D St. Lt1ce Countj, `Y O O Aw N UNIT NEXT DESIGN NOTES. PE#P FLORIDA BUILDING CODE SIXTH EDITION (2017) ASCE 7-10 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE 'D', ENCLOSED STRpjk!E,M% I IS RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 �` _(��p qh = 0.00256*Kz*Kzt*Kd*V*V OQ�,•' v%GET t P = qh ((GCp)-(GCpi)) �:• MRH=100', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0. — No PE8 �, PRESSURES: NOTED BELOW - * 12328 INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS VALID GENERAL NOTES: ;moo'., STATE 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THea ENCBq„RI� STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PI(O ANNOD'' PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO T4 OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSUR W00 A' PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. /)lilt 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL 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 PRUDENTTO 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. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 5. 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 1.5X 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 ALL 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 (PsN PRODUCT APPROVAL # PRODUCT MODEL APPROVAL PRESSURE (P90 1 (1) 53.00x 63.00 4 +48.59/-58.02 17-1219.29 SERIES 4000 (PVBJ ALUMINUM SH +90/-W 2 (1) 142.00x96.00 4 +42.85/-53.36 17-1219.06 SERIES 7000 ALUMINUM SLIDING GLASS DOOR WREINFORCEMENT +�/� _ 3 (1) 142.00x96.00 4 +42.85/-53.36 17-1219.06 SERIES 7000 ALUMINUM SLIDING GLASS DOOR WREINFORCEMENT ��/ 4 1) 53.00 x 63.00 4 +48.59 / -58.02 17-1219.29 SERIES 4000 (WB) ALUMINUM SH +901-90 DRAWING NOTES: ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WTH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS ENGINEER S1 CONTACTD FOR ADDITIONAL CERTIFICATION. DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL E ONLY TO EXISTING BALCONIES WITH ExISTNG 42• HIGH APPROVED GUARDS WHICH SHALL NOT E MODIFIED. - SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24INCHES. OPERABLE WINDOWS W1111 SILL HEIGHTS LOWER THAN 42INCHES THAT DO NOT OPEN T A BALCONY AREA WDH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WTH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROt OPENING TO WHICH A 4• SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36• (EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENC )RATIONSHALLALSOHAVESEPA CERTIFICATIONCONFORMINGTOFBC FOR PRODUCTS HAVE BEEN GLCU WD USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA - H-W3) P.E. R018 mae cwrvs eBPx ISTO, P.E. NE IS NO N SHEET I NOT AN L9 kD N 0 v �® FTM awo W[a VZ) IJL Ai vim W03 LLN xwa uj Z� o P mx r> U-= �Q W ew OO 11 OLmo�2 W1W TGN�u ww V O y J ^ w O W mpZ 3LL_�B NWi aw ow w U D w�7�z Y Y KRIS €e i9 V y 18-6293 SCALE: NTS UNLESS NOTED I