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Home My WebLink AboutFLOOR PLANSITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. UNIT #1206 BUILDING FOOTPRINT PLAN VIEW UNIT NEXT FLOOR PLAN AND UNIT LAYOUT DESIGN NOTES : r FRA I PEO FLORIDA BUILDING CODE Sf)ffH EDITION (2017) ASCE 7-10 Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTURE RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz-TABLE30.3-1, GCpi=+/-0.18 qh = 0.002S6*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpi)) MRH=140', ZONE(S) AS NOTED, ROOF TYPE 'MONOSLOPE', ROOF SLOPE 0.0- PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS GENERAL NOTES: n SIG -�E '1A IP7 1. THIS ENGINEERED PLAN IS MENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR ME REFERENCEDSTRUCTLIRE FOR T 4 SIG L*69BN�� OF ME INSTALLATION OF G�ED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED By MERS. NO CERTIFICATION, EnKR 0 99A -T EXPRESSED OR IMPLIED, IS OFFERED AS TO ME VALIDITY OR APPLICABILITY OF ANY MOPOSED SYSTEM OR COMPONENT USED ALe!iG&A-. �?/t gIG THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEM l . . IG N AR'5�415�. . 65.0 2. NO CERMUCATION OR REVIEW IS OFFERED THAT ME PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. AM EGRESS ISLES ADDWESSE[> BY ME PERMITTING COWRP,CMR AND ME LOCAL BUILDING OFFICIAL 3. THIS CERTIFICATION APPLIES TO ME STRUMRAL PERFORMANCE OF ME SYSTEM ONLY DOES NOT INCLUDE ME CERTIFICATION OF IAI�A/ INFILTRATION OF FIRE SAFETY. 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND ME LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES ME OR EXISTING FRAMING. IF ANY DEFICIENCIES AM FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SMALL BE N=FIED BEFORE cor CONTINUING CONSTRUCTION AND RESERVES ME RIGHT TO R�INSPECI` AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR om IMPLIED, IS CONTAINED HMEIN. SINCE 9 IS NOT MUDENT TO PERFORM DES�UCTIVE TESTING AT THIS TIME, ME CONTRACTOR SHAM THI VERIFY DURING CONSTRUCTION THAT ME SUBSTRATE IS OF ME TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF ME PRODUCT APPROVAL BEING UTIUMD WHICH MUST BE SOUND MR INSTALLATION OF MIS SYSTEM AND SMALL. NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALIMES ME OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. 5. SYSTEVIS SHALI. BE AS NOTED HEREIN. AM REFERENCES T(D EXTRUSIONS & INSTALLATION SHAM CONFORM TO THAT OF MANUFACTIJRElt'S SPECIFICATIONS AS SUMMARIZED HEREIN. 6. ANY JUNCTURE OF EXTERIOR M-ASTEil AND FENESTRATION PRODUCTS SMALL. BE SEALED WITH A S� COMMrNG WITH AAM 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER MR PROPER 30INT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA $12 FOR THE TYPE OF SEALANT TO BE SELECTED MICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 7. ME CONTRACTOR IS RESPONSIBLE TO INSULATE AM MEMBERS FROM DISSIMILAR MATERIALS TO PMVENT ELECTROLYSIS. 8. AM CONCRETE SHALL. BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS1 U.N.O. AND SIHAU. BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHAM MEE r OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHAM. BE IRON -FREE, NON -SHRINK AND NON-REACITVE. 9. FOR ALUMINUM ATTAMMENTS AM ANCHORS SMALL BE SPACED WIM �DIAMETER END DISTANCE AND 2.S.DIAMETER MIN SPACING TO f 10. ALL FASTENERS TO BE #12 X 3/4- OR GREATER 202�Tt, 18-8 SERIES 300 NON-MAGNERC STAINI ESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SMALL- COMPLY WITH ALL APPLICABLE FEDEMLSTATE, AND LOCAL CODES. 11. DIMENSIONS ME SHOWN TO ILLUSTRATE DESIGN FORCES AND OTIER DESIGN CRITERIA. THEY MY VARY SLIGHT12Y, TO ME EXTENT THAT ME OPENING MEA IS NOT SMAI I ER THAN 5% OF ME ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY AM REI-D DIMENSIONS PRIOR TO INSTALLATION. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALI. COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING MOM MATERIAL FABRICATION, � ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CAI I En FOR BY LOCAL� STATE, & - - - - FEDERAL. CODES & FROM DEVIATIONS OF THIS PLAN. 13. ENGINEERING EKPRESS HAS NOT VISITED, THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASURERENTS. ENGINEERING EKMESS SMALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY MR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WOW SHAM BE FUELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORX UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING KEW CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. - ALTERATIONS, ADDITIONS, 0 INVALIDATE OUR CERTIFICATION DESIGN INFORMATION: UNIT NEXT )OOR MARK QTY W X H (in.) ZONE DESIGN PRODUCT PRODUCT MODEL APPROVAL PRESSURE (psf) APPROVAL # PRESSURE (psf) 1 (1) 142.00 X 96.00 4 +52.46 -56.57 17-0420.07 SERIES 5470 VINYL +60/-60 SLIDING GLASS DOOR 2 (1) 105.00 X 96.00 4 +54.03 -57.63 17-0420.07 SERIES 5470 VINYL +60/-60,� 1 SLIDING GLASS DOOR -rs2xT---c'P r 0 -5 ' COME FASTENFA OR ATTACHMEM ST. LUCIE COUNTY BUILDING DIV[" ARE THE WONSIBILP OF THE REVIEWED FOR C M "�AN CONTRACTOR OF RECORD W 41 BOY( L to 195 RLILLIVtL) BE KEPT ON JqB OR M NO IUNSSTPECTION WILL BE MADE SEP 10 Z018 THESE PLANS AND ALL PROPOSED W u� Pei ARE SUBJECT TO ANY CORRECTIONS u e County, Permitting REQUIRED BY FIELD INSPECTORS TW ILE CO UAYW� NECESSPIRY IN ORDER TO DMWING NOTES: COMPV' ViITH ALL APPLICAM CODE • ALTERATION LEVEL: MLS SHUT IS INTENDED MR USE IN PROIECTS WITH LEVEL OF ALTERATION I ONLY. IF LEVEL OF �TERATION IS DITURENT, THIS ENGIN EER SHALL BE CONTACTED MR ADDITIONAL CERTIRCATION. • DOOR DESIGNATIONS: MY DOOR PRODUCT SHAUL EXT ONLY TO EXISTING BALCONIES WITH EXISTING 42' HIGH APPROVED GUMS WHICH SMALL NOT • SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SIM HEIGHT OF 24 INCHES. OPERABLE WINDOWS WITH SIM HEIG� LOWER MAN 42 INCHES THAT DO . WIEN �PUCABUE, WIND PRESSUMINFORMATION FOR USTEDSHUTTER PRODUCTS HAVE DUN CALCULATED USING WIDTH - HEGHT/ 3 (W�AM - H'�) W ff18 DI MR MY U.N.0 gill SH:MDOES g TAI HATIN N 0��gp"L REA ENGINCEERSEAL IS A DIGITAL - ZE ON SHUT 1, TBIS PART OP A*GUALLY MI SH EM)UN IN WED NEW DIRED SIGNEI I If ERE is NO I M , ;1 %mu AON SHUT I 3MEET DOES NOT AN ENGINEERS 0" 0 U1 M -Um WU M 0 mv;"02= III LU U <w< Lu wu 0 min 0 9 WN 5; z O� -I ��. IN 0 LU ;71 @a Z �: . 0- LL U, o� z ILI LU to H U� -1 i § < 0 z C, 0 < U') 0. U U) lb 0 z < Lu LU gs co U Z ILI " 0 C, Ln N In N N z In U) 0 C� < 0- Mi 0 1. Q HUI 2 .9 1 w Ho I s 2 18-6813 I RLILLIVtL) BE KEPT ON JqB OR M NO IUNSSTPECTION WILL BE MADE SEP 10 Z018 THESE PLANS AND ALL PROPOSED W u� Pei ARE SUBJECT TO ANY CORRECTIONS u e County, Permitting REQUIRED BY FIELD INSPECTORS TW ILE CO UAYW� NECESSPIRY IN ORDER TO DMWING NOTES: COMPV' ViITH ALL APPLICAM CODE • ALTERATION LEVEL: MLS SHUT IS INTENDED MR USE IN PROIECTS WITH LEVEL OF ALTERATION I ONLY. IF LEVEL OF �TERATION IS DITURENT, THIS ENGIN EER SHALL BE CONTACTED MR ADDITIONAL CERTIRCATION. • DOOR DESIGNATIONS: MY DOOR PRODUCT SHAUL EXT ONLY TO EXISTING BALCONIES WITH EXISTING 42' HIGH APPROVED GUMS WHICH SMALL NOT • SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SIM HEIGHT OF 24 INCHES. OPERABLE WINDOWS WITH SIM HEIG� LOWER MAN 42 INCHES THAT DO . WIEN �PUCABUE, WIND PRESSUMINFORMATION FOR USTEDSHUTTER PRODUCTS HAVE DUN CALCULATED USING WIDTH - HEGHT/ 3 (W�AM - H'�) W ff18 DI MR MY U.N.0 gill SH:MDOES g TAI HATIN N 0��gp"L REA ENGINCEERSEAL IS A DIGITAL - ZE ON SHUT 1, TBIS PART OP A*GUALLY MI SH EM)UN IN WED NEW DIRED SIGNEI I If ERE is NO I M , ;1 %mu AON SHUT I 3MEET DOES NOT AN ENGINEERS 0" 0 U1 M -Um WU M 0 mv;"02= III LU U <w< Lu wu 0 min 0 9 WN 5; z O� -I ��. IN 0 LU ;71 @a Z �: . 0- LL U, o� z ILI LU to H U� -1 i § < 0 z C, 0 < U') 0. U U) lb 0 z < Lu LU gs co U Z ILI " 0 C, Ln N In N N z In U) 0 C� < 0- Mi 0 1. Q HUI 2 .9 1 w Ho I s 2 18-6813 I 18-6813 I