The URL can be used to link to this page

Home My WebLink AboutSET UP-INSTALLATIONSGENERAL NOTES: DESIGN CRITERIA THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS BEEN DESIGNED ACCORDING TO THE 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE, ASCE 7 AND THE ALUMINUM DESIGN MANUAL 2005. A WIND LOADS ON THE STRUCTURE HAVE BEEN CALCULATED FOR THE FOLLOWING: BASIC WIND SPEED: 165 MPH, RISK CATEGORY II, EXPOSURE CATEGORY D IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDED SERVICES OR WORK WITHOUT NOTIFICATION TO THE OWNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND/OR INSTRUCTIONS. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. THE ENGINEER HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY THE ENGINEER IS PROHIBITED. ALL DIMENSIONS TO BE SITE VERIFIED BY GENERAL CONTRACTOR/SUBCONTRACTOR. THE ENGINEER HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. DEFLECTION LIMITS ARE GREATER THAN U80. HANDRAILS RAILS AND GUARDRAIL ASSEMBLIES HAVE BEEN DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE AND HAVE BEEN DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OF THE BUILDING. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO ONE SQUARE FOOT INCLUDING OPENINGS AND SPACE BETWEEN RAILS. OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACES. IDRAILS AND GUARDS ARE DESIGNED IN ACCORDANCE WITH THE PROVISIONS FOR -_DWABLE STRESS DESIGN (WORKING STRESS DESIGN) EXCLUSIVELY FOR THE LOADS SPECIFIED IN SECTION 1607.7.1. MATERIAL SPECIFICATIONS ALUMINUM EXTRUDED BARS, SHAPES AND TUBES: ALLOY SHALL BE 6061-T6 OR AS NOTED ON DRAWINGS AND CONFORMING TO ASTM B221 WELDING NOTES QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURE". WELDERS TO BE EMPLOYED IN WORK SHALL HAVE CERTIFICATIONS OF PASSING WITH SATISFACTORY MARKS IN ACCORDANCE WITH STRUCTURAL WELDING CODE OF THE ENGINEER. AWS AND AISC STANDARD QUALIFICATION TESTS WITHIN PREVIOUS 12 MONTHS. IF RE -CERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE CONTRACTOR'S RESPONSIBILITY. WELD CONNECTIONS: COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELDING WORK. WELDING ELECTRODES: COMPLY WITH AWS CODE AND REQUIREMENTS. FOR HIGH STRENGTH LOW ALLOY STEEL, PROVIDE ELECTRODES, WELDING RODS AND FILLER METALS EQUAL IN STRENGTH AND COMPATIBLE IN APPEARANCE WITH PARENT METAL JOINED. UNLESS OTHERWISE NOTED THE MINIMUM WELD SIZE SHALL BE ASSUMED TO BE THE THICKNESS OF THE THINNEST MEMBER TO BE JOINED. GENERAL CONDITIONS IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. SGPgY �D St. Luce County A � F "mi 01. THIS DESIGN DOES NO� 4STITUTE THE ENGINEERING OF ANY OTHER , ICTURES THAT ARE NOT SPECIFi6ALLY MENTIONED HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL (DEG), IS TI#E PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS INTENDED USE. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FOi PREPARED BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERV& THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR. AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY NOT BE USED AT ANY OTHE$ LOCATION OR FOR ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORIZATION. DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S, CLIENTS OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES, AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR UNSATISFACTORY PERFORMANCE OF THE WORK. THESE PLANS AND ALL PROPOSED WORIC ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING 0 REVIEWED FOR COMPLIAIMCF7 PLANS AND PERflIT MUST E KEPT ON JOB SITE OR NO INSPECTION S) WILL BE MADE 12233/4„ S SMS 28-63-256 RAIL 1X1X7/8" ' 6063-T5 2X1X3/32" lM3-140 1/4"X2.25" SS WITH 13.63-267 6063-T52 NEO TAPCON 13-63-227 6063-T5 PSTRUCTURAL COMPONENTS S1 SCALE: 3"=1=0" al OF October 3, 2018 co 0 N u Vistana Beach Club 10740 S. Ocean Drive C Henson Beach, FL 34957 V August 13, 2018 File:182533 of !2 TYPICAL RAILING ELEVATION S2 SCALE: 12"= 1'-0" s'` o MAX. T 60" MAX. 7 0 f ITYPICAL RAILING LENGTHS SCALE., 3(16" = 1' 0" FILE Cupy 1 SECTION S2 SCALE., 2"= 1=0" AIL )M RAIL P. ue..TF :E.,, " SF q c 6 S ATE OF �S�ONALE�G` „••• October 3, 2018 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COtltLY WITH AL APPLICABLE CODES. W� F- 0 LU C J.@ a� �° U 0� U` d 0 oa A e2 ,nqn Qo � t � a Uj H 0 n C m a Q o uoi Vistana Beach Club 10740 S. Ocean Drive C2 Henson Beach, FL 34957 v August 13, 2018 File:182533 of 2 GENERAL NOTES: DESIGN CRITERIA OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACES. GENERAL CONDITIONS IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE ENGINEER I PROCEEDING WITH THE WORK. THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS BEEN DESIGNED THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY OTHER STF ACCORDING TO THE 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE, ASCE 7 AND HANDRAILS AND GUARDS ARE DESIGNED IN ACCORDANCE WITH THE PROVISIONS FOR THAT ARE NOT SPECIFICALLY MENTIONED HEREIN. IF THERE ARE ANY DISCR THE ALUMINUM DESIGN MANUAL 2005. ALLOWABLE STRESS DESIGN (WORKING STRESS DESIGN) EXCLUSIVELY FOR THE LOADS SPECIFIED IN SECTION 1607.7.1. THEREIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN MATERIAL SPECIFICATIONS THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ALUMINUM ATTENTION OF THE ENGINEER. THIS WORK REQUIRES A BUILDING PERMIT. -DO -NOT BEGIN, WORKING UNTIL A BUILDING EXTRUDED BARS, SHAPES AND TUBES: ALLOY SHALL BE 6061-_T6. OR AS NOTED ON PERMIT IS OBTAINED. DRAWINGS AND CONFORMING TO ASTM B221 CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDED SERVICES OR WORK WITHOUT NOTIFICATION TO THE OWNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND/OR INSTRUCTIONS. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. THE ENGINEER HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY THE ENGINEER IS PROHIBITED. ALL DIMENSIONS TO BE SITE VERIFIED BY GENERAL CONTRACTOR/SUBCONTRACTOR. THE ENGINEER HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. DEFLECTION LIMITS ARE GREATER THAN L/80. HANDRAILS RAILS AND GUARDRAIL ASSEMBLIES HAVE BEEN DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE AND HAVE BEEN DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OF THE BUILDING. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO ONE SQUARE FOOT INCLUDING OPENINGS AND SPACE BETWEEN RAILS. WELDING NOTES: QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURE". WELDERS TO BE EMPLOYED IN WORK SHALL HAVE CERTIFICATIONS OF PASSING WITH SATISFACTORY MARKS IN ACCORDANCE WITH STRUCTURAL WELDING CODE OF THE ENGINEER. AWS AND AISC STANDARD QUALIFICATION TESTS WITHIN PREVIOUS 12 MONTHS. IF RE -CERTIFICATION OF WELDERS IS .REQUIRED, RETESTING WILL BE CONTRACTOR'S RESPONSIBILITY. WELD CONNECTIONS: COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING WELDING WORK. WELDING ELECTRODES: COMPLY WITH AWS CODE AND REQUIREMENTS. FOR HIGH STRENGTH LOW ALLOY STEEL, PROVIDE ELECTRODES, WELDING RODS AND FILLER METALS EQUAL IN STRENGTH AND COMPATIBLE IN APPEARANCE WITH PARENT METAL JOINED. UNLESS OTHERWISE NOTED THE MINIMUM WELD SIZE SHALL BE ASSUMED TO BE THE THICKNESS OF THE THINNEST MEMBER TO BE JOINED. ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL (DEG), IS Fkfx PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS INTENDED USE. THE DRAWING`$] SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM: PREPARED BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR. AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE WITHOUT PRIOR WRITTEN AUTHORIZATION. DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S, CLIENTS OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES, AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR UNSATISFACTORY PERFORMANCE OF THE WORK. TOP CAP BOTTOM PICKET 28-63-256 RAIL 1X1X1/8" 6063-T5 2X1X3/32" 19-63-140 13-63-267 6063-T52 13-63-227 6063-T5 2 3/4" i SMS 1/4"X2.25" SS WITH NEO TAPCON STRUCTURAL COMPONENTS S1 SCALE: 3"=1'-0" STATE OF SS/ONALE� .,.,,.,".... 11110,,,0 August 15, 2018 RECEIVED OCT 0 2 2018 ST. Lucie Couosy Permitting J IL Co G 0 012 V• - c Q) 0 Vistana Beach Club 10740 S. Ocean Drive C 1 Henson Beach, FL 34957 V August 13, 2018 File:182533 of 2 TYPICAL RAILING ELEVATION S2 SCALE: 1)2" = 1=0" 60" MAX. 6� P2 TYPICAL RAILING LENGTHS S2 SCALE: 3116"=1'-0" �S2 1 SECTION SCALE: 2"=1'-0" 41L )M RAIL 6 o S ATE OF ;-45t P' ."I'ORIaQ s Augustl5,2018 Vistana Beach Club 10740 S. Ocean Drive C Henson Beach, FL 34957 V August 13, 2018 File:182533 of 2