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Home My WebLink AboutSTEEL STRUCTURES 2-27-17 0 GENERAL NOTES tz 41' JOWMi�llMFD�tDEOOU 1. MATERIALS �� ASTIuI DESIGNATION SHEETING STRUCTURAL STEEL PLATE 19 OR A572 GRADE 50 or GRADE 55 ROOF PANEL:- COLD FORMED LIGHT GAGE fPI�,P.I/�II 11 GRADE 55 GAUGE PANEL TYPE COLOR R — BRACE CABLES A475 EHS ACCREDITEDB A A ROOF ANDHOT ROLLED CREDITEDASHAPESA653 R9A792 GRADE 50 or GRADE-80 GRADE 50 24 GA DOUBLE LOK GalvDlume Ac72 STEEL STRUCTURES , I N C . BOLTS A307, A325T. AND A490 A307 UNLESS NOTED r WALL PANEL: MueTAl wwUFACTURES ASSOCIAT N GAUGE PANEL TYPE COLOR I I SHOP PRIMER 2. STRUCTURAL PRIMER 26 GA. AVP ALMOND LETTER OF CERTIFICATION SATISFYING THE RI QUIREMENfS NT IS A OF IT NON—UNIFORM. TIS PRIMER IS THICKNESS COATING TO BE CONSIDERED INHIBITIVE NISH COAT AND IS NOT RED—OXIDE COLOR IINTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WALL TRIM COLOR: DATE: 2/ 7/17 WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, MEDIUM BRONZE VULCAN STEEL STRUCTURES, INC SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO TOUCH-UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION PROCESS. Job Number 24590 DESIGNED BY: ZJM OBJECTIONS TO PRIMER APPEARANCE SHALL-NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. GABLE TRIM COLOR: Customer Name: RK DAVIS CONST. CORP. DETAILED BY: JDH 3. A325 BOLT TIGHTENING REQUIREMENTS MEDIUM BRONZE Job Location: FORT PIERCE FL 34946 CHECKED BY: ZJM ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTH E ERWIS STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 14TH EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1. (SPEC. 16.2) DESIGN PARAMETERS COMMENTS A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD. BUILDING DESCRIPTION: ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE NOMINAL WIDTH: 130 feet ERECTOR TO ASSURE PROPER TIGHTNESS. NOMINAL LENGTH: 100.67feet 4. BUILDER/CONTRACTOR RESPONSIBILITIES EAVE HEIGHT, BACK S.W: 25.25 feet THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND EAVE HEIGHT, FRONT S.W: 25.25 feet TOLERANCES WILL GOVERN THE WORK. ROOF SLOPE, LEFT: 0.5:12 IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. FRI %C","E I V E D THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. ROOF SLOPE, RIGHT- 0.5:12 IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY DESIGN LOADS PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. FEB 2 7 2017 FLORIDA BUILDING CODE 5TH EDITION 2014 — BUILDING APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE BUILDING CODE ( ) METAL BUILDING MANUFATUREWS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. FRAME SELF WEIGHT. INCLUDED SNOW ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM ROOF DEAD LOAD: 2.500 psf FLAT ROOF SNOW LOAD Pf 0 psf THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, GROUND SNOW LOAD Pg 0.00 psf ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION COLLATERAL LOAD: 5 psf THERMAL O FACTOR FACTOR ]:Q0 AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE ROOF LIVE LOAD: 20.00 psf I l88 FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES SNOW EXP. FACTOR Ce 1.00 WITH THE PURCHASE ORDER. FRAME LIVE LOAD: 12 psf _ Py _ ADDITIONAL LOADS BUIANDLDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE t u SNOW LOAD, ROOF: 0 psf (4) 70 LB INTAKE FANS COORDINATED BY THE COMPATIBILITY OBUILDER G C CONTRACTOR OR A/E FIRM. UNLESSPE ANY MATERIALS NOT FURNISHED BY THE C MANUFACTURER DESIGN CRITERIACONCERNING T ARE TO BE HIS AND WIND SPEED: (3 SEC GUST) 160 mph(Vult) 20 PLF SPRINKLER PIPE (2000 LB TOTAL LOAD) INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S 123.9 mph(Vasd) 15 217 SPRIN GL ASS PIPE (1500 LB TOTAL LOAD) ASSUMPTIONS WILL GOVERN. INTERNAL PRESSURE COEFF. : 0.18/-0.18 �5) 3 TON TRANSVERSE TOP RUNNING CRANES THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED THE PROJECT DESIGNER IS NOT THE METAL WIND EXPOSURE C SPECIAL DEFLECTION CRITERIA ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN BUILDING MANUFACTURER, THE METAL BUILDING AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DESIGNER OR THE METAL BUILDING ENGINEER. CLOSURE "C, 0, P" Closed RIGID FRAME HORIZONTAL H/100 PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE RISK CATEGORY II — Normal RIGID FRAME HORIZONTAL L/180 STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE THEMET ENGINEER BUILDING HOSEPLAN SEAL E AAPPEARS N THE PURCHASE ORDER. ENGINEER AND NOT THE PROJECT DESIGNER SEISMIC PARAMETERS THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING OR THE PROJECT ENGINEER OF RECORD. THE SEISMIC—FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME COMPONENTS IN ACCORDANCE.WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY ENGINEER METAL BUILDING PLANS DOPSE SEAL E NOON THE ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL FAMILIARITY WITH THE PHYSICAL JOBSffE SITE CLASS (ASSUMED) D LOCATION AND THEREFORE CANNOT BE THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED IDENTIFIED AS, SERVE AS OR QUALIFY AS SEISMIC IMPORTANCE: 1.00 OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS THE PROJECT DESIGNER. SEISMIC DESIGN CATEGORY: A NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL DESIGNED. SPECTRAL ACCELERATION PARAMETER "SDS" — (SHORT PERIODS): 0.06 WALTR E. WOOD P.E. DESIGNED(SPECTRAL ACCELERATION PARAMETER "SD1" — (1 SEC PERIODS): 0.05 AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS FLORIDA P.E.# 61323 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" — (SHORT PERIODS): 0.06 'THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CIrTTIN I 500 ARKWAY CTI MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" — (1 SEC PERIOD): 0.03 AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDR R ED TO BE NORMAL E AWN or OPERATIONS." +r �� SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" — 3.5 �► •••••• Q SPECIAL NOTES: / SEISMIC RESPONSE COEFFICIENT: "Cs" — 0.02 /•��► ��C'E kS�ti Q + TOTAL LONGITUDINAL BASE SHEAR 2.81 BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL , • WALL COVERING, ROOF SHEETS, AND PERMANENT TUBE At i TOTAL TRANSVERSE' BASE SHEAR 2.88 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS SEMAtti � _ 13 3 RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL DRAWING RELEASE HISTORY DRAWING REVISIONS THESE TEMPORARY SUPPORTS WHERE NECESSARY. 0 =4 0 TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE .A• STATE OF METAL BUILDING MANUFACTURER. GUTTER (TRIM VARIES) DATE SENT REASON FOR RELEASE REVISION DATE BY DESCRIPTION Q •� j* Q, A m 02/23/17 JDH/ZJIJ FLORIDA PRODUCT APPROVAL NUMBERS CHANGED. OUTSIDE VENDOR ACCESSORY NOTE:BLE TO COORDINATE, STAIdDARD TRIP LM DETAIL ��~QA~is �~a••� � 6 SEE PAGE 2 OF COVER PAGE FOR REVISION. SURE D VERIFY THAT BUYER SHALL� BE THE STRUCTURE D NOTE /�L TRIM CONTAINED ON THIS PROJECT �/�G 1�'•-�� C AR CLEARANCES PATIBLE PROVIDED WIIH THE DOOR BUILDING IOVIDED BY OTHR3. AeLLwE�(�TRfM smE�vaRlDEsj" As SHOWN _`��;A�L►�+� 1 FLORIDA PRODUCT.APPROVAL NUMBERS MIAMI DADE PRODUCT APPROVAL NUMBERS W A L K D 0 0 R S R 0 L L U P D 0 0 R S Q7Q/ 070 IMPACT RATED WIND !) & NOCKDO NOR PRE-ASSEMBLED FL179 0.1 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-13-1203.05 3070/4070 NON-IMPACT RATED WINY79MD& KNOCKDOWN OR PRE-ASSEMBLED FL17900.2 3400 SERIES MAX SIZE. 12'-0" X 20'-0" NOA-13-0124.05 6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE-ASSEMBLED FL18463.2 6070/8070 NON-IMPACT RATED WIND RATED & KNOCKDOWN OR PRE-ASSEMBLED FL18463.1 R O 0 F P A N E L S R I D G E V E N T S PBR 22 GAGE & 24 GAGE NOA-12-0505.26 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 SUPERLOK 22 GAGE NOA-12-0911.02 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL12805.5 SUPERLOK 24 GAGE NOA-12-0.123.07 9" THROAT RIDGE VENT WITH 9" THROAT FL12805.1 DOUBLE-LOK NOA-13-0425.14 L O U V E R S FIXED GLASS LOUVER WITH FLIXED GLASS FL12256.1 W A L L P A N E L S ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 PBR 124 GAGE NOA-12-0123.06 R 0 L L U P D O O R S ECO-FICIENT NOA-14-0306.03 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1 S K Y L I G H T S 1100 SERIES MAX. SIZE: 10.'-0".X 14'-0" FL12765.2 IPBR - NOA-15-1207.07 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4 750 SERIES MAX SIZE: 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" tFL1 765.6 750 SERIES MAX SIZE: 8'-8" X 12'-0" 765.7 THE PRO ECT DESIGNER IS NOT THE METAL 750 SERIES MAX SIZE: 10'-0" X 12'-O" 765.8 BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. i THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE R O O F P A N E L S S O F F I T P A N E L S METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE BATTENLOK FL11819.1 ARTISAN L-12 FL11919.1 LOCATION AND THEREFORE CANNOT BE DOUBLE-LOK FL11819.2 IDENTIFIEDS K Y L I G H T S THE PROJECT DESIGNER. E AS OR QUALIFY AS GNER. LOKSEAM FL11819.3 PBR SKYLIGHT FL13793 SUPERLOK rFL1 819.4 WALTER E. WOOD P.E. ULT - W A L L L I T E S FLORIDA P.E.# 61323 �. 500 VULCAN PARKWAY > 7.2 PANEL 19.1 PBR FL13787.1 _�i�� 0 PBR PANEL 46.1 'w. Ok-E.Aw PBU PANEL 8ss.2 = REVISION#1 FLORIDA PRODUCT APPROVAL NUMBERS �?�Pf�;ceivs�°�� • W A L L P A N E L S 1 AVP PANEL FL11917.3 CHANGED. JDH/ZJM 02/23/17. i s No, 61323 FW-120 PANEL FL11917.4 • , PBR PANEL FL5335.1 REVERSE PBR FL5335.1 �I STATE OF 1 e SHADOWRIB PANEL FL11917.6 I+�iO�o �tle y ®� LORo�r+ . s I�Fa`�ONA`��r