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HomeMy WebLinkAboutDrawing DESIGN NOTES: GORDON M.DIBATI�STO,RE. *123 �,� SITE SPECIFIC FLOOR PLAN: FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-SO ,O SCALE:N.T.S. Vult=160 MPH/Vasd=118 MPH(3 SECOND GUST),EXPOSURE'D',ENCLOSED STRUCTURE, N RISKCATEGORY=II, Kd=0.85, Kzt=1.0,'Kz=TABLE 30.3-1, GCpI=+/-0.18 \� GO19 'Ph h 002 6•GCKI t*Kd'V•V 11 MRHQ 50t ZONES)A)S NOTED,ROOF TYPE MONOSLOPE,ROOF SLOPE 0.00° '® PRESSURES:NOTED BELOW -� E- INSTALL ALL SYSTEMS PERVALID FLORIDA PRODUCT APPROVALS 72 MIN BUILDING DIMENSION' GENERAL NOTES: Sol . Lee T pER�ISA DIGn A& 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERET" ( GNAWRe ox sHger THIS STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS'PROPOSED s vART gP�ALL PROVIOR ED BY OTHERS. NO CERTIFICATION,EITHER EXPRESSED OR IMPLIED,IS OFFERED AS TO THE VALID �/t/91GIiACr,TWLgGrWSH pn PRODUCT AND APPLICABILITY ROVOF AAL INFORMATIONY PROPOSED YSTEM OR COMPONENT USED ALONG WITH THESE IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN RES UNLES /////MF�E�RPI�igIIOPILl�sSdyuo sEoxeo 2. NO CERTIFICATION OR REVIEW 15 OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL JWd/oEMiltd�1v mLERE Is NO EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDINGOFFICIAL, DIGITAL SIGNATURE ON SHEET I 3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE OR THIS SHEET DOES xor THE CERTIFICATION OF WATER INFILTRATION OF FIRE SAFETY. CONTAIN SI ENGINEERS 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS THIS SHE SIGNATUREID"". THIS SHEET IS A COPY DRAFT. WORK REPLACES THE EXISTING FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCfUE, ffnn THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO U N 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 ® W M•'$O BUILDING LAYOUT: O WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF LL.'M J THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED:USE m OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. -_ u. w• PLAN VIEW ® S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL CONFORM TO O THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 6. ANY]UNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANTlu COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION 0 t m AND CONTRACTION,AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS Z ++ UTSIDE O w 7. THE CONTRACTOR 1S RESPONSIBLE TOINSULATEALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT © U 1 j m fly= ELECTROLYSIS, ?��' C7 B. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND V!W 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 UO W w NON-REACTIVE. 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETERMIN SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE. 10. ALL FASTENERS TO BE#12 X 3/4"OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR U CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE rZ•, 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. Q i CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR T INSTALLATION. Lx 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS ZO a, UNIT 1 SPECIFICATION BY CONTRACTOR,et.aI.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST& DAMAGES I ERECTION,INCLUDING&CONST UCTIONFEES PRACTICES BE OND THAT WHICH TE FEES GS CALLED FOFROM RAL FABRICATION,SYSTEM BY LOCAL,STATE,&FEDERAL N G �' 2• CODES&FROM DEVIATIONS OF THIS PLAN. M N 13. ENGINEERING EXPRESS HAS NOT VISITED THIS]OBSiTE.INFORMATION CONTAINED HEREIN IS BASED ON O w w = o. 3 FT ABOVE CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE N p Z GRADE/L D E OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.WORK SHALL BE FIELD GRA VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIIED AND GIVEN AN OPPORTUNITY u) III o O �/ TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF V UNIT N EX 1'T' EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. LLI d 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. Lp = DOOR O •ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR 2 - CERTIFICATION • F- $ DESIGN INFORMATION: - o ;- - ;a! PRODUCT PPRfVA N APPROVAL MULLION MULLION SIZE MARDESIG %QTY W.H(InJ LONE PRESSURE(Den APPROVAL PRODUR MODEL PRESSURE(pen APPROVAL/ (1..) � g� 1 (1)10.00.70.00 5 995.18/-fi0A017.1018.08SENTINEL IIO AWMINUM SINGLE HUNG .75_ N/A N/A tl 1 (1)36.00 X71,00 5999.1]/-57.771]-10!0.08 SENTINEL IlOA IN W SINGLE HUNG ,ni-T0 N/A N/A ' SENTINEL 110 AWMINUM SINGLE HUNG a 1 Ja (1)35.00.71,00 5 999.15/-5].991]-I0I6.08 9161-T6 IB-011].01.1'X 3.5'XO.I25' aecEl E 30 (1)35.00.71.00 5 999,35/-S].991'.U..G.SENTINEL ILO ALUMINUM SINGLE HUNG 9751-76 I8-0II7.01.1'N1.5'%0.125• 4 (1)36.00.71.00 5 +04.17/•5].7717.1010.08 SENTINELIIOAWMI NUMSINGLEHUNG ,161-i6 1 N/A N/A FFB DEC 04 2 SENTINEL IIDALUMINUM SINGLE HUNG 6� 9 (1)36.00.7LOp 5 949.IJ/-SJ.7]V-IOIBAB WIN N61-T6' IB-O117.0A Yx2.5'%0.135' 1Q IA 00 Wo SE )36.00.71.00 5 +44.17 -57.77 SENTINEL 110AWMINUM SINGLE HUNG ,Tyl-T6 IB•011T.01•.l•%1.5'%0.115' , 1 ` -/` .�ALRE/. Permlttin9 De a REVIEWEDF St,LUCIB C OUntV [OP RIG MT ENGINEERING EXPRESS FLOOR PLAN AND UNIT LAYOUT: DRAWING NOTES: CODECOMPLI I CE THIS SHEET IS INTENDED MR USE IN PROJECTS WITH LEVEL OF ALTERATIONIONLY.IFLEVEL OFALTERATION ISDIFFERENT,THIS 19-18765 ' 1 1 C ERGINEE0.3R0.ICBE CONTACTED FOR ADDITIONAL CERTIFICATION. ST. LUCIE COUNTY • DOORDRRPTIONS:ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 93'HIGH APPROVED GUARDS WHICH SHALL NOT SCALEI NTS UNLESS NOTED V �/ ICJ��9 0 . ttF�,MNEELL��77,W�nDOWS MUST HWE MINIMUM SILL HEIGHT OF 24 INCHES.OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 43 INCHES THAT 00 OF, („ 6�•�( ®�rp NOTD➢FNTbA BALCONY AREA WITH AN APPROVED GUARDRAIL SMALL BF EOwPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM Vile C�oPY C OPENING TO WHICH A 4•SPHERE CAN PASS THROUGH AT ANY POINT BELE FOR RESCUE WINDOWS WHICH IN THE EVENT OFANEMER FROM 6 THE BLD"EIR MUST BE REMOVABLE).WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FOC FOR SAFEGUARDS WHICH IS NOT INCW DED IN THIS DOCUMENT. • WHEN APPLICABLE,WIND PRE55URE INFORMATION MR USIED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH-HEIGHT/3(EFFECTIVE AREA.H•H/3) C GLASS! Inc. � - RECEIVED 'I DEC 14 2019 (2)CGI SH 110 36'X71' Permitting Department � CGI SH 110 St. Luele County 36'X 71' #5a #5b #4 p i LL (Master Bed) W Exist.FD (Living Room) Unit #313 I I (Kitchen) TSH 110 18X 70' c `o #1 0 0 lL O I N C W W (Guest Bedroom) I #2 #3b #3a CGI SH 110 3b'X 71' -_ _ I (2)CGI SH 110 35'X 71' CGI SHIM NOA#17-1018.08 file C®py CGI Mullbar NOA#18-0117.01 Project name: St Lucie County License No.:19363 Scale:N.T.S. Heim Residence A71x Ow ;VuPu4w4& lacol 4100 A. tlwy A I A #313 fort Pierce, ft $4949 $570 S.E. DisKie Elwy Stuart. fl 34997 ph: (716) 694-2800 (772) 286-0459 • 910"PCO$eriioneli@9meil.com,