The URL can be used to link to this page

Home My WebLink AboutPLANSs a - •.. .. 9'a*0' ''Sh'. Dr. unit 2bla AnSet1 B=h I FlaB"G7 (I yO 39"x 68" $9 q 5p SCANNED BY St. Lucie Countv r+ fbe Cal 3570 S.E. Dixie Highway . Stuart, Florida 34997 . (772) 286.0459 • Fax: (772) 286-0461 D. SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. UNIT #208 BUILDING FOOTPRINT PLAN VIEW 70.0' �719- 0 ZL�3 ST-TLU'EL-if@b' I'TD-IMINGfDntISSIoOl� Rg1z�i xpIv(p6IC@� IY p'lW- 'IlA';v P14'N vo lb'11IXhtg�1'timitmirm-T- NJOB `) � IZ �L�i��IA61:R9VIlL.BB'iS�E:L-• O O O CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE THESE PLANS AND ALL PROPOSED WOW. CONTRACTOR OF RECORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. UNIT UNIT #208 UNIT NEXT DOOR N20 FT ABOVE GRADE NEXT DOOR FLOOR PLAN AND UNIT LAYOUT DESIGN NOTES: �K FLORIDA BUILDING CODE FIFTH EDITION (2014) ASCE 7-10 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED ST�,U N RISKCATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE30.3-1, GCpi=+/-0.18 �� j�,.•'• •LTC qh = 0.00256*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpi)) MRH=130', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.00 *: N0 0 PRESSURES: NOTED BELOW = a RDO INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS _ �7 F GENERAL NOTES: ��` &7,9TF 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR T#11 FER�1y1$,,F,DOF STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS A R E A PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR�IMPLIED, IS OFFERED AS T YTY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSU T� SEN PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. /I II II 1 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 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 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. B. 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 J.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 QvDESIGN W ZONE PRODUCT PRODUCT MODEL APPROVAL MULLION MU WON SIZE x H (in.) PRESSURE( APPROVALO PRESSURE APPROVALS in.) 1 1(2)137.00.0.001 4 i46.9] / -61.12 16-0]34.06 PGT SERIES SH-700 SINGLE +Bp/-BO 1 16-0218.03 1 z 4 x 0.325 HUNG WINDOW 2 (1) 34.00 x 50.D0 4 +46.97 / -61.12 16-0714.06 PGT SERIES SH-]00 SINGLE +w lI N/A N/A HUNG WINDOW SCANNED BY St. Lucie County e c0gv DRAWING NOTES: • ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS MGINEEk sFgaM CONTACTED FOR ADDITIONAL CERTIFICATION. • DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42• HIGH APPROVED GUARDS WHICH SHALL NOT DIFaEHd iFD • SILL HEIGHTS: WINDOWS MUST HAVE MINIMUMN"PROVEDGU GUARDRGHT OFAIL 24 SHALL BES.OPERABLE ED WITHN PERMANENT SILLHEIGHTSiSCH ER THAN PROHIBITS WE WIN THAT DO TNO -OPEN O BALCONY AREA WITH AN APPROVED GUARDRAIL TNT B BE EQUIPPED WITH A PERMANENT N O WS WHICH PROHIBITS EVENT THE WINDOW FROM OPENING TO WHICH A 4• SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36• (IXCBO FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENC) THEGUARDRMUST I REMOVABLE). WIN DOWSOCU THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC FOR SAFEGUARDS WHICH D NOTPRESSURE INFORMATION INCLUDED IN THIS DOCUMENT. LISTS T. • WHEN APPIJCABLE, WIND PRESSDREINFORMATION FOR LISP®SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH =HFIGXT/3 (EFFECTIVE AREA =H'H/3) P.E. 17 ~v v o .�LU —O'�tunO WM &!2 LL(!ILL^6Wu I V OWzaF rQWja6:2x, SSa CLW iZ0 O" wj LL O U)0: °-xw p W too z J Q j O a W LL Ef) c� W o t p 3Q LLI oKm U2Eit LL aN w� EO O Mn N R p W n VVVIIIII V m " Z a" p^ On U) 4) J � LU 17-5084 0