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HomeMy WebLinkAboutREVISION - PLANSf I&l (-c)0cP— . F 6x6_6/6 In ao o #3 Stirrups @18'CTC 1 12 J 445 SEC A -A WWF 6x6_6/6 u' I I I ' (min) I I rn A O 3 m V; Z 1 , R J #3 stirrups @18"CTC 645' B'x8' CONCRETE STRAPS SEG B E @ 6' O/C GENERAL. NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE Florida Building Code 6th Edition 2017 DESIGN ACCORDING TO AISI CFSC-LRFD AND WITH ANSVASCE 7-10. 2. NO LOADS OTHER THAN THOSE GIVEN UNDER'DESIGN DATA' BELOW SHALL BE IMPOSED ON THE 'STRUCTURE' 3. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON ASSEMBLY IN EXACT ACCORDANCE WITH ERECTION PLANS & INSTRUCTIONS. FAILURE TO FOLLOW THESE PLANS SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. 4. BUILDING MUST BE GROUTED IN PLACE ONCE THE ARCHES ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE IF NOT FULLY GROUTED ACCORDING TO INSTRUCTIONS. S. GROUTING NOT NECESSARY IF USING INDUSTRIAL ARCH CONNECTOR FOUNDATION NOTES 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1000 PSF. THIS SHALL BE DESIGNED TO FULLY RESISTALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1000 PSF WITHOUT APPRECIABLE SETTLEMENT. 3. A PROFESSIONAL ENGINEER SHOULD BE RETAINED WHERE SITE CONDITIONS WARRANT. DESIGN DATA (MATERIALS) 1. CONCRETE Pc = 2500 PSI @ 28 DAYS, ACI 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 3. W.W.F. Fy=65 KSI, ASTM A185 4. CONCRETE MIX SHALL CONTAIL 1#/SY FIBER REINFORCING 32'-5" 33'-6" r R NOTE: 4" THICK CONCRETE SLAB -ON -GRADE w/ ONE LAYER OF WWF 6x6_6/6 1 /8"xl" DEEP SAW CUT CONTROL JOINTS AT NO MORE THAN 15' O/C. DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-10. MINIMUM ROOF LIVE LOAD (PSF) = 37 .Pg: GROUND SNOW LOAD (PSF) = 45 V: WIND VELOCITY (MPH) = 160, EXP. C SEISMIC DESIGN CATEGORY= D BOLTS: 5/16' X 18 X 3/4' GRADE 2 SAE OR ASTM A3 STEEL ROOF PANEL GAUGE = 20 GA STEEL EAVE PANEL GAUGE = 20 GA STEEL SIDEWALL PANEL GAUGE = 20 GA STEEL ENDWALL PANEL GAUGE = 22 GA GALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATIOI 55% ALUMINUM -ZINC ALLOY (HOT DIP COX ,,...., AZ55 ASTM A792 GRADE 50 50 KSI MINIMUM YEILD 65 KSI MINIMUM TENSILE ARCH PANEL DATA B ENDWALL PANEL DATA (IF EQUIPPED) =c CD 7 O O O P -- P bo 101-01, GARAGE DOOR IS A JANUS INTERNATIONAL MODEL 3100. SUPPLIED BY CUSTOMER. THESE PLANIS AND ALL PPWOSEC V-IORK Arita SUBJECT TO ANY C° FIRECTIOi� 3S FEQUIRED BY FIELD IN+ISPEC I C)PS Ti*if; f M"Ay 131E NECEESSAF,1Y IN ORDER TO COe PLX WITH ALL APPLICABLE CODE-3 ARrW ANIrI-IQDnr'_C RECEIVED MAR 1.5 2018 Permitting Depart M �t Cg If -cc qZ ST. LUCIE COUNTY SUILDING DIVISION REVIEWED FOR COA4 NC REVIEWED BY DATE // /I PLANS AND PE R' MUST BE KEPT ON J00 OR Nn rarOPECTION WI BE MADE 3/16" BRACKET w/ 5/8" O/C ANCHOR BOLTS x 8" MIN. EMBEDDED AND 2" PROJ. sq, Wc ANCHOR BOLT A307 OR A36 EMBEDDED MINIMUM 6" 1/2" DIA. BOLT REQUIRED UP TO 25'-0' WIDE 5/8 DA. BOLT REQU RED 30'-0"WIDE AND GREATER C/�1 p� MAY USE DRILLED WEDGE TYPE ANCHOR l� L BRACKETS AND ANCHOR BOLTS NOT L BRACKETS MAY BE PURCHASED FROM YOURED WITH BUILDING ©///)�1, US BUILDINGS SALES REPRESENTATIVE OR LOCAL HARDWARE STORE YY -ONC�4LED FASTENERS 0R A17ACHMENTS .ARE THE RESPONSIBILITY OF THE E 0 P CONT L �A�roR�FR _ U.S. BUILDINGS 355 INDUSTRIAL PARK DRIVE 10 ° o ° c N ' ° , °®� BOONE NC 28607 O �(�/•° O G ' • S,[� • '� 10 DRAWN BY: R(�` APPROVED BY: REVISIONS: ® _ J. o � ® ° p 0. SCALE: N.T.S CHECKED BY: sa C➢ ® e DATE: ORDER NO. 10/15/2018 90-33687 '( o CUSTOMER BRIAN DUNCAN ® PROPERTY 405 SE ABETO LN mod,, a o O 1 ®° ` O CITY, STATE: ZIP: ° �� o® PORT SAINT LUCIE FL 34983 I©NAA —�Qe // s/ MODEL: A30-14x32 DWG GENERAL ARRANGED