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HomeMy WebLinkAboutPLANS 1r STEEL STRUCTURES, INC LETTER OF CERTIFICATION VULCAN STEEL STRUCTURES, INC DATE: 4/29/15 Job Number 23289 DESIGNED BY: dwb End User RICHARD K. DAVIS CONSTRUCTION DETAILED BY: PS Job Location: FORT PIERCE, FL 34945 CHECKED BY: RM BUILDING DESCRIPTION: NOMINAL WIDTH: NOMINAL LENGTH: SAVE HEIGHT. BACK S.W: EAVE HEIGHT, FRONT S.W: ROOF SLOPE. LEFT: ROOF SLOPE, RIGHT: 65 feet 125 feet 12 feet 12 feet 1.0:12 1.0:12 DESIGN LOADS BUILDING CODE: FHC 10 SNOW FRAME SELF WEIGHT: INCLUDED FIAT ROOF SNOW LOAD Pf O PST ROOF DEAD LOAD: 2.000 psf GROUND SNOW LOAD Pg 0.0000 psf COLLATERAL LOAD: 5 PST SNOW LOAD IMP. FACTOR 11000 ROOF LIVE LOAD: 20.00 psf THERMAL FACTOR Ct : 1.00 FRAME LIVE LOAD: 12 PsI SNOW EXP. FACTOR Ce 1.00 SNOW LOAD, ROOF: 0 PST WIND SPEED: (3 SEC GUST) Vult 165 mph WIND EXPOSURE: C CLOSURE "C, O, P" (Closed) FINAL RISK CATEGORY : III- High / ®Al'E�/ SEISMIC PARAMETERS: - SEISMIC IMPORTANCE: 1.25 SEISMIC DESIGN CATEGORY: A DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS):0.0800 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1' - (1 SEC PERIODS):0.0480 SPECTRUAL RESPONSE COEF. "SS" - (SHORT PERIODS): 0.0750 SPECTRUAL RESPONSE COEF. "S7" - (1 SEC PERIOD):.0.0300 RESPONSE MODIFICATION FACTOR: 3.5 SITE CLASS (ASSUMED) : D BASIC SEISMIC -FORCE RESISTING SYSTEM MOMENT RESISTING FRAME DESIGN BASE SHEAR : V=Cs • W ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE DRAWING RELEASE HISTORY I DRAWING REVISIONS DATE SENT. REASON FOR RELEASE REVISIONI DATE I BY I DESCRIPTION B C GENERAL NOTES 1. MATERIALS ASTM DESIGNATION — — — STRUCTURALSTUL PLATE A529 OR A572 GRADE SG ar GRADE 55 COLD FORDED UGHT GAGE SHAPES AIGII GRADE 55 BRACE•CABLES A475 ENO HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 SCANNED ROOF AND WALL SHEETS A653 OR A792 GRADE SO or GRADE 80 M BOLTS A307. N25T, AND A490 q307 UNLESS NOTED wI�l�wp�'R1Is� OR AnACw1AE St. Lucie Counobggyo1 2. STRUCTURAL PRIMER e�yytjft�t1A4I�` eyA�M1�Fy`fl 0F� ALL STEEL MEMBERS TO BE HOT DIP GALVANIZED OR PRE GALVANIZED WITH GOO COATING. E"'l. 111 1IW! WIIYItlI� THUS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. t&fipptt0A0fmom 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 14TH EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTIA A325T OR A490 BOLTS'. PER SECTION 8.1. (SPEC. 16.2) A32ST BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED B THE TURN -OF -THE NUT METHOD. ALL HIGH STRENGTH BOLTS. EXCEPT AS NOTED OTHERWISE. ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED B THE APPUCABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR RESPONSIBILITIES 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 TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY. COUNTY. STATE. OR FEDERAL AGENCIES. AS REQUIRED. APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER THE PURCHASER ER CONTRACTOR BUILD RAMLLFIRM BE BILLEDSIGNED TO THE BUILDER / CONTRACTOR FOR MATERIAL. CHANGESFROM ENGINEERING AND HANDLING FEES. SUCH CHANCES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. AS LONG AS THE. MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/C FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S ASSUMPTIONS WILL GOVERN. 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 ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BURRING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED -AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 - READS AS FOLLOWS THE CORRECRDN OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING. WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS. SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS.' SPECIAL NOTES: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT,PROVIDED BY THE METAL BUILDING MANUFACTURER. OUTSIDE VENDOR ACCESSORY NOTE BUYER SHALL BE RESPONSIBLE TO COORDINATE, ASSURE AND VERIFY THAT THE STRUCTURE AND CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS. PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.29945 VL1Jbp'�'IvA,1�p 1pxVw 'U 1� Soo 82015 THESE PLAINS AND ALL PROPOSGD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRLD BY FIELD NSPfiCIORS THAT 1JLkY BE NEcL%AltY IN OMM TO COMPLY WITH ALL APPLICABLE CODES. MERVARIES) STANDARD TRIM LAP DETAIL NOTE: ALL TRIM CONTAINED ON THIS PROJECT WILL HAVE OUR STANDARD 3" LAP AS SHOWN ABOVE. (TRIM STYLE VARIES) THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. 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 METAL BUILDING PLANS DOES NOT RAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR OUAUFY AS THE PROJECT DESIGNER. _vf gqNo.671�1 tom_ SEAL TYPE PERMITTED B FL STATUTE 6iG15-23.001 FLORIDA PRODUCT APPROVAL NUMBERS W A L K D O 0 R S 3070 W/SUB JAMBS WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL13889.3 3070 W/FRAMED OPENING WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL13889.4 6070 W/SUB JAMBS WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL13889.1 6070 W/FRAMED OPENING WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL13889.2 4070 & 8070 WINDMAXX & KNOCKDOWN OR PRE -ASSEMBLED FL10294.1 R I D G E V E N T S 12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2 6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL12805.5 9" THROAT IRIDGE VENT WITH 9" THROAT FL12805.1 L 0 U V E R S FIXED GLASS LOUVER WITH FLIXED GLASS FL12256.1 - ADJUST. GLASS LOWER WTH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D O O R S 1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-C" FL12765.2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-0" X 20'-0" FLI2765.4 750 SERIES MAX SIZE: 3'-0" X 12'-0" FL12675.5 750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6 750 SERIES MAX SIZE: 8'-B" X 12'-0" FL12765.7 750 SERIES MAX SRE: 10'-0" X 12,-0" FL12765.8 S 0 F F I T P A N E L S ARTISAN L-12 I FL11919.1 S K Y L I G H T S PBR SKYLIGHT I FL13793 W A L L L I T E S PBR I FL13787.1 SHEETING ROOF PANEL: GAUGE PANEL TYPE COLOR 26 GA. PBR Panel GALVALUME WALL PANEL: GAUGE PANEL TYPE COLOR 26 GA. PDR Ponel ALMOND BASE,CORNER,F.O., DOWNSPOUTS TRIM COLOR: ALMOND GABLE TRIM COLOR: BROWNSTONE MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D O O R S 850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-13-1203.05 3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05 R 0 0 F P A N E L S PBR 22 GAGE & 24 GAGE NOA-12-0123.07 SUPERLOK 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0911.02 DOUBLE-LOK NOA-13-0425.14 W A L L P A N E L S PER 124 GAGE NOA-12-0123.06 I ECO-FICIEM I NOA-14-0306.03 S K Y L I G H T S PER I I NOA-12-0110.04 SHEETING FASCIA PANEL: GAUGE PANEL TYPE COLOR 26 GA. PBR Panel BROWNSTONE FASCIA BACK PANEL: GAUGE PANEL TYPE COLOR 26 GA I PBR Panel GALVALUME PARTITION PANEL: GAUGE PANEL TYPE COLOR 26 GA. I PBR Panel ALMOND SOFFIT PANEL: GAUGE PANEL TYPE COLOR 24 GA. PBR Panel ALMOND FASCIA TRIM COLOR: BROWNSTONE Dio= 5�8' Dio= 3/4' I I � I ,v \ I 3.. n n 2 2' S. W N < S 1'-0 DETAIL A DETAIL E Dio= 3/4' Dio= 5/8° I al 8" 4' 0a yo /n I 4" O I _I— 2 I ' 4.. 0 DETAIL B Dio= 3/4° I I ®I® ®I® 3"" 3 8" SW _G DETAIL C OiO= 3/4" 1 I I �I® � 3° CIO Lu 2" 2 8" $4Y See NOR DETAIL D — OUT TO OUT CONCRETE SEE PLAN i OUT TD BUT STEEL W W tPROJE.CTION CONCRETE EDGE AND ANCHOR BOLT PI I 6. See NOR PW DETAIL F PANEL r FIELD LOCATE: (2) 3'-4" X 4'-l" F.O. W/SILL @ 4'-0" (2) 3'-4" X 2'-5" F.O. W/SILL @ 6'-0" PNCNOR BOLT NOTES ANCHOR BOLT SUMMARY WWUEACNRER REIX mos USE OF sTRPIGN, ROD ANCHOR BOLTS TOlnl .ON NUT OND WASHER ON BOM ENDS AS OPPOSED TO J-WLIS OR Ii. LeO RoL MIGNOR BOLTS WM NwO s BEMSE OF BERER P£ ONB N RESULTS N GoNu6.TE EDUNUKDONS. ElMZR ,1PE BOLT 6 OI La a18 Y (,�) DR) 6H+1 Att AaI£ / OOERANEO BY THE FOUNDnnON ENGINEIX MY VA G N FOR NJCYJR BOLT TOTAL LENGDR MD/OR RM0 08 End+ ll 5/8• 15.0 3.00 LENGTHS ME waESRL OF GTHs ONLY. M S THE RESa0NWB N 48 Frame 3/4' 24.0 3.00 OF THE FOUN 1= MNEFR TO DETERIAHE TnESE vµ 9N 0 B Soldier 3/4' 24,0 3.00 THEY JRE A PUNCDON OF CONCRETE STRENCTN um OTHER FACTORS. 04 JvmD 5/8' ra Nvr v/MT wAyp/e SEE OUMNG OONLgCE UY� it l M"CRON 15.0 PUNS 3.00 BLY rD C D 0 I I R Ed II =1 ZI ala n II <� E TR •l ff IT A II .� z II of I a al I ro ' CLOSURE (OPTIONAL) SLAB E OGLE x 16 GA. .912 R 1-1/4• SDS W/MASHER (6 PER PANEL) FLUOR ANCHOR BOLT PLAN NOSE: All Bose Plules 0 100'-0" (U.N.) * = 1 —3/4" Lol N OJ DRAWING STATUS VULCAN STEEL STRUCTURES. INC [X]•FOR CONSTRUCT IUN._ pROJELT a¢NARB c DAVIS EDNstRucnon I LF.DR=PER11IT -0NLY� FNOT FINAL CONST.DWGSX ID 23209 I I FOR APPROVAL PROJECT FORT PIERCE, FL 34945 1 1 OTHER, EXPLAIN ADDRESS •• 9 BOOR JARS 5/8, 'N' • +s• Fd! NL oRoN 5/6• dl b oB. JM1N65 JGnxc AS E-R. C v.NS •• 2.' ALL DORM PNCHOR BOLTS $HUL eE ASfu F,55i CRADE 36 lAN. ANCHOR BOLTS NICHAEL R. URPHY Pi E. FLORDA P 67131 �QY®1�� /jf1RKWAY ItLLK.ptllY3Hfn671 - ATE OF ?` ''40` lQt' Le•� ANAL %A SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 H --I r_� H --f V V 'RIGID FRAME: ANCHOR BOLTS & BASE PLATES Fm- Col Ane_Bolt Base_Plele (in Oev. Line Line aty Oia Width length hick (in) 1 A 4 0.750 8.000 9.875 0.500 0.0 1 D 4 0.750 8.000 9.875 0.500 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES F. Cot Ans Ball BaSe-Plate (i.Elev. Line One Oty Di. Yfidth length Lick (in) 2• A 4 0.750 8400 10.00 0.500 0.0 21 D 4 0.750 8.000 10.00 0.500 D.0 2- Frame [idea: 2 3 4 5 RIGID FRAME: ANCHOR BOLTS & BASE PLATES It B(m) Una Unle My D Width Len9th(in�nick 7 A 4 0.750 B.COD 10.13 0.500 0.0 7 D 4 0.750 &COD 10.13 0.500 Do BUILDING BRACING REACTIONS t ReacOens (k ). Padel_SN -wall - Col -Wind - -SnsmK - (lb/Tt) Lee Une One hors Vert Hors Ved Wind Sei LEw I Rigid Frame At End.aO F-SW D Wind Bent In 1'la0 'R_EW 7 Rigid Frame At Endvall 'B-SW A Wind Bent In Wall RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead -----COVoteml- -----Uve-----YfindLeltl- -Wind_ Rightl- --XTdd(l2- le One Line Hdnz Vert Horiz Ved Horiz Ved Harte Van Horiz Vort Horiz Vert 1 A 1.3 15 2.2 2.2 5.1 53 -19.9 -24.0 -20.8 -18.3 -12.1 -16.1 1 D --1.3 1.5 -2.2 2.2 -5.1 5.3 20.8 -18.3 19.9 -24.0 IN-t 0.3 UNE 21 A 2.1 2.4 4.0 4.1 9.5 9.7 -26.8 -31.7 -27.8 -25.4 -12.6 -16.9 2• D -2.1 2.4 -4.0 4.1 -9.5 9.8 27.8 -25.4 26.8 -31.7 13.6 -10.6 7 A 1.3 1.7 2.2 2.2 5.2 5.3 -23.9 -24.9 -16.4 -17.5 -17.5 -16.9 7 D -1.3 1.7 -2.2 2.2 -5.2 5.3 16.4 -17.5 23.9 -24.9 10.0 -9.5 Frame Column -Wind_Right2- --Wind_Longl- --Wind_L.ong2- -Seismic Left Seismic -Mehl Line Line Horiz Vert Horiz Vert Horiz Ved Hod, Vert Horiz Vod 1 A -13.0 -10.3 -15.0 -17.4 -15.6 -14.0 -0.1 0.0 0.1 0.0 1 0 12.1 -16.1 15.6 -14.0 15.0 -17.4 -0.1 0.0 0.1 0.0 2• A -13.6 -10.6 -27.6 -32.2 -28.7 -25.9 -0.2 -0.1 0.2 0.1 2• 0 12.6 -16.9 2d7 -25.9 27.6 -322 -0.2 0.1 0.2 -0.1 7 A -10.0 -9.5 -12.5 -17.4 -13.1 -14.0 -0.1 0.0 0.1 0.0 7 0 17.6 -IG.9 13.1 -14.0 12.5 -17.4 -0.1 0.0 0.1 0.0 GENERAL NOTES f 1.1 APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT RPRESENT THE PROFESSIONAL OF RECORD. M2ETALOUNDA IONBUILDG CrN GNCAND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE R. (3.1 ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF i/- 1/8" IN BOTH ELEVATION AND LOCATION. (4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES dON THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIRED ENGINEER TO SUPPORT THE BUILDING REACTIONS W ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WTill RESPECT TO JOB SITE CONDITIONS. (5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 16.T VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENBTHS ARE SUGESTED LENGTHS ONLY. H 1S THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS 'FELL AS OTHER FACTORS. WIND LOADING PRESSURES CHART (AlTR1LLEApp<y= 10 SOFT. FOR PANELS) Try S7ILVE DES'IGNLGALU6E FOR Y0 LT) E (VhD) WLNE TI (VIVE ASD ZONE 1 (ROOF INTERIOR) 23 14 -59 -35 ZONE 2 (ROOF EDGE) 23 14 -90 -54 ZONE 3 (ROOF CORNER) 23 14 -125 -75 ZONE 4 (WALL INTERIOR) 53 32 -57 -34 ZONE 5 (WALL EDGE) 53 32 -68 -41 3.2 57 34 -61 -37 30 54 33 -59 -35 15x10 45 27 -50 -30 NOTE - USE MAXIMUM STATED WALL PRESSURES FOR WINDOWS, LOUVERS, OR ANY OTHER SUCH TYPE ACCESSORY OPENING IN THE METAL BUILDING WALL WHETHER OR NOT THE ACCESSORY IS SUPPLIED BY THE METAL BUILDING MANUFACTURER. RIGID FRAME LUAU CASE ➢EFINITLONS Wind LI/Wind RI = Lateral wind load from the left/right with a negative internal pressure cofficient Wintl_1-2/Wind R2 = Lateral wind toad from the left/right with a positive Internal pressure cofficient. Wlnd_Lnl = Longitudinal wind load with a negative internal pressure coefficient. Wind_Ln2 = Longitudinal wind load with a positive internal pressure coefficient. Selsmic_L/Seisnic_R = Lateral Seismic load from left/right. LVIND#_L#E/ WWIND# RUE = Longitutlinal wind loads for edge zones. F#UNB_SL_L/ F#UNB SLR = Unbalanced roof snow load with wind from the le Ft/right. F#PAT_LL # = Pattern live load Far continuous bean systems. 'Note- Bracing reactions are not already included in combination with any other load but must be added to basic reactions as desired by the foundation designer,' Count = Collateral Load Endwall Load Case Definitions Rafter Wind_L/ Rafter Wind R = Lateral wind load From the left/right. Brace Wind L/ Broce Vind_R = Lateral wind load from the left/right with the bracing loads added. WinclP/Wind S = Wind Pressure/Suction due to longitudinal wind. Wind Ln# = Longitudinal wind load on the roof. n5EXI�mic_L/Seismic_R = Lateral Seismic land from left/right. NH_SL_L/ E#UNB SL_R = Unbalanced roof snow load with wind from the left/rtght. E#PAT_LL It = Pattern live [oatl for continuous beam systems. LWINDII L/LVIND#-R = Longitudinal wind loads for edge Zones. ENDWALL Wind Frm Got Dead Press Line Line Vert Hors 7 C 0.1 -4.8 7 B 0.1 -4.8 SOLDIER COLUMN: Wmd Find Cal Dead Press Line line Vert Horz 6 D 0.1 2.0 6 A 0.1 2.0 BASIC COLUMN REACTIONS (k ) Wind Sucl 5. N 5.3 5.3 BASIC COLUMN REACTIONS (k ) Wind Wind Suct Lmyl Hors Horz -2.2 -1.4 -2.2 -1.4 ENDWALL COLUMN: ANCHOR BOLTS & EASE PLATES Frm Cal Ans._9a1t Base -Plate (in Elev. Line Line Oty Did width Lengm ick (in) 7 C 4 0.625 6.000 8.000 0.500 0.0 7 B 4 0.625 6.000 8.000 0500 0.0 SOLDIER COLUMN: ANCHOR BOLTS & BASE PLATES Frm Cal Anc.-Boll Base_Pldle (in Elev. Line Line Oty Did Width Length hick (in) 6 D 4 0350 BOOB 8.000 0.500 0.0 6 A 4 0.750 8.000 6.000 0.WO 0.0 WIND BENT REACTIONS Wall Cal Reactions Y6ntl(k) Seismic ) Lac Linea Line Hors VeM1 Horz V Vert FH2 F-SW 0 2 8.3 6.9 0.6 0.5 F_SW 0 3 8.3 6.9 0.6 0.5 B-SW A 4 8.3 6.9 0.6 0.5 _ H _ B_SW A 3 8.3 6.9 0.6 0.5 IV IV PARTITION COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frm Col Deed Prase Suct Line Line Vert 5 B at -4.8 5.3 6 C 0.1 -4.8 5.3 M FOR CONSTRUCTION L I FOR PERMIT ONLY wNOT FINAL CONST.DWGSw L I FOR APPROVAL L I OTHER, EXPLAIN FORT PIERCE, FL 34945 MICHAEL R. MUTHY P.E. FLORIDA P.E.a 67131 500 VULCAN P RKWAY 144 /gli 0 M°e No.67131 2915 00.P S'Q[ORIOT%���� Ai�NAL`�?`�� SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 TYP. FLANGE BRACI zsr o.ersz.zsN FLANGE BRACE REFERENCE KEY: PURLIN/GIRT q FBx1xA(1): xx=INCHES, (1)=ONE SIDE ONLY a (t)=ONE SIDE ONLY { t ® — ILLOCATION(1)=ONE SIDE,(2)=(BOTH SIDES y I a I FLANGE BRACE SIZE FLANGE BRACE LENGTH A SECOND FLANGE _ LR.F. COLUMN/RAFTER i 6 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC—R26 0o ra 4v� I Q' MAIN FRAME ELEVATION: FRAME LINE 1 GENERAL NOTES: • NOTICE TO ERECTOR -------------------- (A)lt Is I4a0RfMT Not far members gae6ng 30 ft. in length that a sprcadc bar•be used when lifting. (S)AUL Ivbe nge ba<es and wind bracing nuost installed Prior to axleriar finishes teina applied, Mark r WPT--, RFt-2 CHAEL Ri' MURPHY P.E. FLORIDA IP.E.# 67131 o� MAY �1 INS sr-AATE 'Q[ORtO'�1z' L �.�. SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 DRAWING STATUS VULCAN STEEL STRUCTURES, INC RICHARD K DAVIS CONSTRUCTION [XI FOR CONSTRUCTION C ] FOR PERMIT ONLY PROJECT RlC 11 K MVIS CONSTRUCTION MAIN FRANE ELEVATION .NOT FINAL WNST.DF/GSx 70 1 23289 1 DESIGN: dwp I ORAFT:PS I CHECK: RN C I FOR APPROVAL PROJECT FORT PIERCE, FL 34945 1DATE: A/29/I6 I SHEET 3 C I OTHER, EXPLAIN ADDRESS • FBxxAA: xx=INCHES, (I) —ONE SIDE ONLY A 72149 Q1' 12 GENERAL NOTES: • NOTICE 10 ERECTOR __________________________ (A)It is IMPORTAM coat for members exceeding 30 1L in length that a Spreader bor be used .hen lifting. (B)ALL flange bees end 'iod bracing must be fated! Prim to exterior Knishes Mir eppliod. FLANGE BRACE REFERENCE KEY: F FBxxA(1): xx=INCHES, (1)=ONE SIDE ONLY } tLOCATION(1)=ONE SIDE,(2)=(BOTH SIDES FLANGE BRACE SIZE FLANGE BRACE LENGTH A SECOND Io I I to al A307 IDOL a / FLANGE BRACE :D nN1 r SEE FRAME CRDS! IN THE F. COLUMN/RAFTER FERENCE. SECTION 6 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC—R26 MAIN FRAME ELEVATION: FRAME LINE 2 3 4 5 !Ed* cn iWebe e t wee 110 a Oatsiae Flonge W x Thh x th Inside lunge V/ x TM1k x l o 6tor1 tl hick Len lh PF2—I PF2-3 REM-2 9. 2 .� 2Z5/27.5 2B.0/14.0 140/140 .1 0.250 0.188 0165 1 WE-- x l 4 x l 6 x 5/16' 5 x 1/4 x 113.7 5 x S/16' x 2400 1 z 1 4 z 5 z I/4' x 5 x 1h' . UKAWINb CIA ws VULCAN STEEL STRUCTURES, INC CXI FOR CONSTRUCTION PROJECT R¢HARO x. gnvts mtaTRucnm C I FOR PERMIT ONLY -NOT FINAL CONST.DVGSx ID 23289 C I FOR APPROVAL PROJECT FORT PIERCE, FL 34945 [ ) OTHER, EXPLAIN ADDRESS No. 6713K ��= ti91.1Y 1�1 STATfl OF %Z SEAL TYPE PERMITTED BY FL STATUTE 61 G 15-23.001 as D'm Len !h TYP. FLANGE BRACE / PURLIN CONNECTION FL I/2'xl 1/4' MEMI Mark 25T 0.730 2.50 FLANGE BRACE REFERENCE KEY: PURLIN/GIRT I A307 HOLTs U,N.) RF3- 25T 0.6252.25 FBxxA(1): xx=INCHES, (1)=ONE SIDE ONLY <TYP. RF3- I° (1)=ONE SIDE ONLY f I tLOCATION(1)=ONE SIDF,(2)=(BOTH SIDES a a LFLANGE BRACE SIZE _ \ FLANGE BRACE LENGTH �® �® A307 IBD' LTS A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED 0NI Y IF IS NOTED IN THE FLANGEBRACE REFERENCE. R.F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL FOR LOCATIONS. q➢DITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RC-R26 F+ 4y 1- 32'-3 2-3- a. 3'-3 3 8• 1-O_ U39A(I) o.IGalvotume 0 4'-4' S ® 4'_4• 3'-3' 1 5 FB39A�1) 0 0 o FH39A 1) 3-5_ FEW — _�/ _ � _ ._ _ _ ` F833 1) 12 7- _ ryF}-2 H RF3-2 MAIN FRAME ELEVATION: FRAME LINE 7 GENERAL NOTES: • NOTICE TO ERECTOR -------------------------- (A)II is IMPORTANT that for members exceeding 30 ft. In length that a sIeaaer bar be used xhen Igtmg. (9)A flange braces antl wind braang must be installed poor t° exteaer fmiehes beta a rea. bmAwlNb ]IAIUN VULCAN STEEL STRUCTURES, INC IXI FOR CONSTRUCTION E I FOR PERMIT ONLY PROJECT RQHMD K nova CONSTRu[nor xNOT FINAL CONST.DWGSx ID 23269 E I FOR APPROVAL PROJECT FORT PIERCE, FL 34945 E 1 OTHER, E%PLAIN ADDRESS x 'MY P.E. 67131 NO. 71 i 71ATEOF ��ORIO���: it SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 3 ERECTOR NOTE: THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING THE ROOF &WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC OREQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S) z O O O1 O / ROOF SLOPE 0 TO 7' / qQ \\ 61 So / \ \ \ O ROOF FASTENER DETAIL P / ENCLOSED / PARTIALLY ENCL P BETAIL 'A' �N12 MENDER FASTENERS PANELII FASTENER SPPCING AT INTERMEDIATE GIRTS I I I II� �Nt2 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENDLAPS, AND BASE R14 STITFIi FASTENERS ZDNB 5 - _$Q_ O/C MAX. ZONE 4 - 2 ALL GIRTS 6 ZV O.C. MAX BETWEEN GIRTS DETAIL 'A' 4 = ZQNE 4 DIM W 5 = ZONE 5 'PBR' WALL PANEL PREIFILE 'PBR' WALL PANEL ATTACHMENT DETAIL o°� °jM ry WALL FASTENER DERAIL PLAN PGBLESS7 IX] FOR CONSTRUCTIO I I FOR PERMIT ONLY 11 FOR APPROVAL I I OTHER, EXPLAIN VULCAN K DETAIL 'A' �%l2 MEMBER FASTENERS PANEL TRSTENER SPACING AT INTERMEDIATE PURLINS �N12 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS ENBLAPS. AND RIDGE N14 STITCH FASTENERS ZONE 3 - __9___ 0/C HAX TAPE MASTIC ZONE 2 - SS_ D/C MNL ZONE I - e ALL P 8 20_ BE MAX. BETWEEN PURLINS DETAIL 'A' I = ZONE T DIM A = 4.767^ 2 = ZONE 2 3 = ZONE 3 'PBR' ROOF PANEL ATTACHMENT DETAIL 'PBR' ROOF PANEL PROFILE FORT PIERCE, FL 34945 N0.'6713 MAY 1 l 2 (1 STATE OF BY I �lw . 2._2. RF2-3 E-3 SC-t E-4 RF3-1L O _ P-x P- T RF2-2 �1 N RF2-2 RF3-2 P-6 f P-6 PcoxL---- P- RF1-2 RF2-2 Rf2-2 _2 Iyp G0 RF2-2 CB i P-2 Typ ftF2-2 P-t Typ P-3 TYP P- PCo-1F— — — — 1 P-6 P-6 RF1-2 RF2-2 RF2-2 P-5 RF3-2 lI N B� 2'-' I9) 2 RIGHT EW FASCIA SOFFIT ci PANELS: 24 Oa. PBR z among 8 (43) Z-Z u _ RFI-1 -1 RF2-1 E-2 -t E-2 - - 2- -3 -1 E-4 RF3-1R I9) ROOF P MUN r_, va;3- z•-� }T. _ v, z-, n/.• r-, yr 3'-� �/� RIGHT EW SHEETING FASCIA SOFFIT cm ELSme 6 co. PM ROOF FRAMING PLAN 6 PANELS: 24 Co. PBR 16'-0' ] O Afmond O.1 Y Y-4- ('1YP) NOTE: - CONNECTION OF P-19 TO MASONRY IS BY OTHERS. p P P O Q Z i i i Z to o a a u NOTE: - \ SEE SHEET 21 FOR SECTION Z-Z 0 ©' Y _ — — — — — — — — — — — CORRIDOR SOFFIT PURLIN PLAN 19._1z. (5) BLOCK WALL (BY OTHERS) CORRIDOR SOFFIT PANELS: 24 GP. PBR Nmond REVISIONS ➢RAVG STATUS VULCAN STEEL STRUCTURES, INC SECTION Y—Y REV. DESCRIPTION: I DATE I ➢ILR DATE CHKR APPD CXI FOR CONSTRUCTION C I FOR PERMIT ONLY PROJECT RISLiM! r BAVIS @ TRIICIIM xNOT FINAL CONST.OVGSK I➢ 23.139 C I FOR APPROVAL PROJECT FORT PIERCE, FL 34945 C I OTHER, EXPLAIN ADDRESS P-19 CB-1 CB-2 CB-3 CB-4 CB-5 CB-6 D %1111111!/ xk% Ft \ `O to'e No. 713 e a� MA Y 1 l I 125'-C'OUT-TO-OUT OF STEEL 7 2 3 4 5 6 25'-O' 25`-0' 25'-0' 25'-0` 9'-0' Ifi-0 II .V-a-0 m 1•_0- I = E-1 - J2 - - E-3 1 E-4 W- G- I � - I 3' I i 0 4 3 I ----_..------ � -- - a 2 rI------ I 2 I I RFI-1 RF2-1 RF2-1 SIDEWALL FRAMING: FRAME LINE O RF2-3 RF2-3 ]C-I -6" 8 I OS03 9 GS03 RF3-IR O FASCIA SIDE SHEET PANELS 26 Ca. POR Almond WALL 4 4 4 4 Q 4 4 (Cutler wHn s ao.+A:Po�es) I I> 0 0 0 I o I OPEN TO REMAIN � OPEN FOR MATERIAL BY OTHERS I I A -------------1------.---__J GENERAL NOTES IJ IF CABLE E{NCINO. IDE WALL COLUMNS WE PANEL ACTION IS SUFFIC SHOIRD 8E PROVIDED 8 OR SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. PER - ALMOND IXI FOR CONSTRUCTION I I FOR PERMIT ONLY NNOT FINAL CONST.DWGSN I T FOR APPROVAL I I OTHER, EXPLAIN VULCAN STEEL TM6 TM6 1 1(4- 1/e I I—MArwwL er orNERs DRY TRIM (OTR) SECTION —A MICHAEL R. URPHY P.E. FLORIDA P..# 67131 500 VULCAN PARKWAY tK44 R. J9420''' :-1 Nd.671!5-1/ tom_ 5 ATE OF SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 INC RICHAR➢ K. DAVIS C(1NSTRI Ir l FORT PIERCE, FL 34945 125'-0'OUT-TO-OUT OF STEEL 6 5 4 3 2 16'-0" 9'-0" 25'-D" 25'-0" _ 25'-0" 25'-0• a -O•y m -4 1 ='� E-3 E-2 E-2 lad E-2- 1'-2- m EB-1 Wr-2 G-7 Y-3 1/2" I _ G-6 I I I O J Hlr —IL O FASCIA SIDE SHEET PANELS: 25 Go. PBR amoAd SIDEWALL FRAMING: FRAME LINE A RF1-1 Q �? 4 Q Q 4 4 (Gutter math 6 da.nspouls) 5 6 0<9> ❑ ❑ O o J 0 o J `1 O ou OPEN TO REMAIN A i OPEN FOR MATERIAL BY OTHERS SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR - ALMOND GENERAL NOTES: 1.) IF MILEBRRApCING, DE WALL COL INS WE PANEL ACTION IS SUFFIC SlfMW DE PROVIDED 8 CXI FOR CONSTRUCTION C I FOR PERMIT ONLY WN❑T FINAL CONST.OWOSrc WALL PANEL . _ --1 �GIRT • tuATERUL BY OTHERS DRIP TRiM a (OTIR) SECTION —A MICHAEL R. M.UR HY P.E. FLORIDA P.E. jj 67131 500 WLCAN P KWAY i _9 No.6713 s o� MAY i�. oaf c i �f►� STATE OF �40RtO*%r���� SEAL TYPE PERMITTED BY FL STATUTE 61GI5-23.001 VULCAN STEEL STRUCTURES, INC PROJECT RlM l K. IAVIS CDNSTRI]CTIDY ID 23289 PROJECT FORT PIERCE, FL 34945 ADDRESS M_, ,2 1 RA-i L RF1-2 I I ,- I r II I II ! II J II � II � I I 1 RR-2 II � II 1 II �� II � I I � II l I I ENDWALL FRAMING: FRAME LINE 1 4 4 I I I OPEN TO I I I I I OPEN FOR MATERIAL BY OTHERS I REMAIN I I I I I -- I OPEN FOR MATERIAL BY OTHERS ENDWALL TRIM: FRAME LINE 1 AS SHOWN OPPOSITE ' '/—RIDGE FRAME COLUMN &ND LINE CHIP) BC, pfLi '�FlI Bf TMFABT FIELD BIT 1/9 PGP RIVETS (ITPJ TAB M" EDC, MID COT B FEND TAU AS Wn IORRA MAFLRIAL PROVIDFD FN flag NDIEFJ Q14 SCREW ® I2 O.0 — — — — RCM-1 ENO WALL GIRT „-- FASCIA PANED / ` 612 SCREW Y14 SCREW J N EACH MEMBER ® 12' O.0 SECTION "C" mom - FIELD SLOT GIRT WEB AS REO'0 FOR ROD BRACE (DO NOT CUT GIRT FLGS) T Cg B-2 � G-18 Cg`P B-2 O $ =t3 _ G-14 I EB-5 E4 EB 4 FASCIA FRONT FRAMING: LINE 7 �1. 12 --- ---- --_-- ---- '"---- —G-3 C-5 —_------- - ------ _- 2'-B C-2 F637.5 FH37.5 G- 0 i 3'-3 1/2- I- E t I o I 1 K a' a IGENLERAL NOTES: ENDWALL FRAMING: FRAME LINE 7 IT HAS UNTIL u II u A307 1BOLTS II (TYP, EB-IR AS SHOWN ° EB-IL OPPOSITE t 0o G-5 AS SHOWN IN G-3 OPPOSITE SECTION AT 10'-6" AFF GIRTS 3 3/4 FlELD BEVEL CUT 8ACK PANELS A5 REQ'D •1 ,I '1 �1 ,1 •I 1 ,1 'I •I •I ,1 ,I I ml •I •I I •I •I a 9 B R L FASCIA BACK SHEETING & TRIM: FRAME LINE 7 PANELS: 26 Co. MR - GITVALUME 010 �I �i �i -i - - o o o ° QI I I 1 1 i i 1 I I I i I 0 © io C FASCIA FRONT SHEETING & TRIM: LINE 7 ww PANELS: 26 GP. PER - BRO• ONE lol cQ Q REFER SHEET #17 4 Y REFER SHEET #17 B ,2 ,2 ,2 rL� F , •L5® DRIP _ ®1-- iJ[1 1 1 N O� 1 1 1 I wl YI •1 E o f ' ao cl OPEM FOR MATERIAL BY OTH I fRS — A ENDWALL SHEETING & TRIM: FRAME LINE 7 PANELS: 26 Go. PER - ALMOND 8 HILO 20'-3 B HILO 12-1 10 RFCT 20'-3 I1 RFCT T-3' 12 VFEC 6'-3• 13 JTR 6'-3' 14 VFR 20'-3 15 VER T-3' 6 HT 20•-3 7 HT 5•-6• IB PT04 3•-9' SECTION —A MICHAEL R. FLORIDA 500 VULC SEC.—B SEC.—B SEC.—B SEC -B SEC"-C SEC_-C SEC.-B SEC.-B SEC --a SECB 7/16• By OTHERS I 112 SCREW (12. D.C.) §12 SCREW (12" O.C.) N 4N FASCIA PANEL WALL PANEL CIRT GIRT i 9. No. 6713 �= t pgy7 qg Q�l°A 1S • 0cl ST a OPANEL/ �� STATE }i►` /// F(O gla SCREW C CORRIRRI DOR PANEI. / \ SECTION—E SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 DO FOR CONSTRUCTION I I FOR PERMIT ONLY -NOT FINAL CONST.DWGS- I 1 FOR APPROVAL I 1 OTHER, EXPLAIN VULCAN STEEL INC FORT PIERCE, FL 34945 'o 1 ' I i PCO-21 IPCO-1 I m 5 PT04 6 PT04 7 PT04 8 PT04 9 VFR 26'-3" 6'-5" 3'-11" 4'-10" 1,-6" 3'-91. 15'-3" — PCO- 2 1 V A 1 1. J C8X11.5 I J— 1 J/ IV 13'-1 5/16" G-8 8X25C16 24'-3 1/2 G-9 8X35Z12 24'-3 1/2' G-10 8X25C16 16'-11 1 2" G-11 8X25C16 24-3 1/2 G-12 8X35Z12 24'-3 1 2' #12 SCREW WALL PANEL GIRT 17:7fi771v PARTITION FRAMING @ F.L. 6 (DTR) I o 0 ° ° a ° ° 0 o G D .��00___ Do OoO� o oQ ,..� N_0O < 4 4 MATERIAL BY OTHERS Q SECTION -A MICHAEL R. MUR HY P.E. O j� I r 9 I jam. O _ 00 VOULCAN P 6KWAY i I I o f t o I i i i �ii�4tFt°it; zo co00 00 0� m O Q I I ° m co co 00 00 G R. IQ3 <3>I No.67131 - t I , 2 o�,MAY 111201 sr OPEN FOR MATERIALS BY OTHERS I I OPEN FOR MATERIALS BY OTHERS I :'nK% 04 t. L-----------------------L------------L-------------- ----J ift, ORIOr PARTITION SHEETING & TRIM @ F.L. 6 �i��MAL PANELS: 26 Go. PBR - ALMOND SEAL TYPE PERMITTED OY FL STATUTE 61G15-23.001 REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC RICHARD K. DAVIS CONSTRi REV. DESCRIPTION; DATE DTLR DATE CHKR APPD CX3 FOR CONSTRUCTION 13 FOR PERMIT ONLY PROJECT 1 WOIeAJ K DAVIS CNI5IRIILi1@1 PARTITION FRAMING KNOT FINAL CONST.DVGS- ID 123269 ➢ESIGN,dW3 I DRAFTIPS I CHEC C 3 FOR APPROVAL PROJECT FORT P[ERCE, FL 34945 DATE: 4/29/15 1 SHEET 12 C 3 OTHER, E%PLAIN ADDRESS END OF BUILDING 1/4' 2'x4'xl6GA. RAKE ANGLE #12 S. D. SCREW 2 EACH ROOF MEMBER (2) 1/2'xl 1/4' A307 BDLT/NUT ROOF PURLIN PLATE WELDED // TD RAFTER %� RAFTER FLANGE BRACE 1/2'xl 1/4' A307 BOLTS A10 ROOF PURLIN TO EXPANDABLE ENDWALL RIGID FRAME END\,ALL COLUMN BASE PLATE PLAN ELEVATION E3 BASE PLATE FOR ENDWALL COLUMN B19 RIGID FRAME RAFTER TO ENDWALL COLUMN 1 3/4' E 6 BASE PLATE FOR DOOR JAMB OR ENDWALL COLUMN BOLT, 0.5' BY 1.0' - ENDWALL COLUMN WELDED PLATE \--- ENDWALL GIRT C23 ENDWALL COLUMN TO WALL GIRT CL 1/2'xl 1/4' PURLIN/GIRT A307 BOLTS (TYP. U.N.) � a o LOND FLANGE)EE FRF IS REQUIRE➢ ONLY)' IS NOTED IN THE RIGID FRAME E BRACE REFERENCE. RAFTER RAME CROSS SECTIONOCATIONS. 6 BOLTS TOTAL ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY r �1 ROOF PURLIN TO l] C RIGID FRAME 11 FOR PERMIT ONL1 MNOT FOR CONST. C I FOR APPROVAL E I OTHER, EXPLAIN SIDEWALL GIRT i PLATES f—CORNER COLUMN i LOOSE CLIP o (CGC-2) ------------- 1/4' PIECE OF ENDWALL RA (FIELD CUT GIRT AND ATTACH 1/2'xl 1/4' A307 AS REQUIRED) L2x4xi6GA BOLTS (TYP.) D15 CORNER COLUMN TO WALL GIRT VULCAN STEEL STRUCTURES, INC PROJECT RICHARD K. DAVIS CONSTRUCT([ in 1 23289 PROJECT FORT PIERCE. FL 34945 ADDRESS R. Nd.67itf ~ MAY ?'l 5 '� STATE OF Z� P� 40RtO� /p-��,fC.���� lrrrn+liritt SEAL TYPE PERMITTED BY FL STATUTE 61GI5-23.001 aRD K. DAVIS CONSTRU( 'V I I I I I J_ I WALL GIRT I 1/2'xl 1/4' A307 BOLTS PLATE WELDED (TYP.) TO COLUMN WALL GIRT' To H 2 RIGID FRAME COLUMN 2 3 BUIL➢ING COLUMN i25T BOLTS ✓IN➢ BENT or ✓IND COLUMN H 9 WIND BENT OR WIND COLUMN TO BUILDING COLUMN SLOT IN WEB TO INSERT HILLSIDE WASHER COLUMN DR AND EYEBOLT NUT RAFTER WEB HILLSIDE BRACE ROD WASHER WASHER FLAT FLAT WASHER BRACE ROD WASHER HILLSIDE o 0 o O RAFTER WEB SLOT IN WEB TO INSERT NUT COLUMN ❑R ANCHOR HILLSIDE WASHER BOLTS AND EYEBOLT BASE PLATE PLAN ELEVATION Q3 DIAGONAL BRACE ROD, NUT END Q4 DIAGONAL BRACE ROD, NUT END R 2 ANCHOR BOLTS AT SIDEWALL COLUMN rn\IC CT OIIT :GID FRAME (LUMN I— END OF BUILDING A307 FIN HEAD BOLTS LXI LNS51UN SLUIIUN LLLVA IIUN 0SAVE STRUT TO J24 EAVE STRUT TO RIGID FRAME J 2 RIGID FRAME SIDEWALL COLUMN I I FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC PROJECT RICHARD K. DAVIS CONSTRUCTII ID 23289 PROJECT FORT PIERCE, FL 34945 AD➢RESS 10 71,01V t���. SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 # 14 X 7/8 LAP TEK 2 PER STRAP # 14 X 7/8 - 4LAP TEK I/S CLOSURE RVRT (12° ❑.C.) ROOF TAPE TAPE SEALe PANEL SEAL ROOF GUTTERS PANEL STRAP SCREW 36" ❑.C. PANEL -14 X 7/8 LAP TEK (12° ❑.CJ , L 4X6X16G RAKE ANGLE RVEG—� � # 12 SCREW # 12 SCREW # 14 X 7/8 24" ❑.C. (1'-0 ❑.C) LAP TEK HT 12" ❑.C. 1 1/4' IAT # 12 SCREW 1 PER PURLIN ROOF PURLIN M 6 M11X @ GABLE #14 X 7/8" LAP TEK CTR (20" ❑.C.) WALL F PANEL PT01 USAGE AT TOP OF TRAVERSE PARTITION PANEL OR PURLIN EXTENSION # 12 SCREW WITHOUT SOFFIT WITH F 1 PER PURLIN SHEETED WALL. ROOF PANEL # 14 X 7/8� LAP TEK L 2X4X1 G 24° O.C. SHEETIN ANGLE PTO1 # 12 SCREW 6 PER PANEL ROOF PURLIN O/S CLOSURE # 14 X 7/8 WALL PANEL LAP TEK M 18 12" O.C. @ GABLE -EXTENSION -NO SOFFIT #12 SCREW 2 12° D.C. WALL PANEL L STEEL LINE STEEL LINE JCT CEE JAMB (OPTIONAL) WALL PANEL #12 SCREW STEEL LINE T 331 @ 12° D.C. 2 JAMB_R M 29 @ C❑RNER ❑UT R [XI FOR CONSTRUCTII C I FOR PERMIT ONL) •NOT FOR CONST. [ T FOR APPROVAL C I OTHER, EXPLAIN DIE -FORMED RIDGE CAP - -PBR PANEL r# 14 X 7/ LAP TEK/ (3'O.C.Y TAPE A 4" PURLIN 12" M I( @ RIDGE_❑UT VULCAN STEEL STRUCTURES, INC FORT PIERCE, FL 34945 # 12 SCREW (6 PER PANEL j # 14 X 7/8 LAP TEK (3' ❑.CJ L 4 ° TAPE ROOF PURLIN 12" 620 No. 671 TI MAYQ 1 SEAL TYPE PERMITTED 13Y FL STATUTE 61G15-23.001 TAPE MASTIC CAULK RIDGE 1/2 1/4"0 BEADS 7s i RVRT -ROOF FASTENER (4 REQ'0. PER PENT BOX) #14 STITCH RVPB BLIND RIVET (2 REQ'D. EA SIDE) BLIND RIVET 1/8 RIVET (7 REO'D. EA. SJOE WALL FASTENER 1/8 RIVET (2 REQ'D. - TYP. U.N.) NOTE: #14X7/8 LAP TEK ROOF AND WALL PANELS OMITTED ERECTOR NOTE: FOR CLARITY. FIELD BEND TABS TO 90' TO CLOSE GAP AT RAKE TRIM. PEAK BOX INSTALLATION ITM391 ROOF W/DIE FORMED RIDGE ERECTOR NOTE: CONNECTION WILL VARY FROM THIS DETAIL DUE TO DESIGN LOADS AND BUILDING SIZE, REFERENCE CROSS SECTION DRAWING FOR ACTUAL CONNECTION TYPES. BOLTED END PLATE O O ::]—TOP o::]—TOP BOLTS, SEE DRAWING FOR SIZE. TOP FLANGE 0 O INTERMEDIATE BOLTS, WEB THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. 0 0 0 0 BOTTOM BOLTS, SEE DRAWING FOR SIZE. BOTTOM FLANGE .:TENSION BEYOND FLANGE FLANGE IS OPTIONAL, AT TOP & BOTTOM U2 BOLTED END PLATE C❑NNECTION AT BUILDING PEAK _ 0 THRU 2:12 PITCH = 4' >2 THRU 4:12 PITCH = 5' # 14 X 7/8 LAP TEK 2 PER STRAP �I/S CLOSU TAPE SEA \ J VV ROOF GUTTER PANEL STRAP #12 SCREW 36' D.C. 6 PER PANEL RVEG— #12 SCREW 6 PER PANEL EAVE STRUT # 14 X 7/ LAP TEK 12' D.C. WALL PANEL TM50 2 EAVE_GUTTER ERECTOR NOTE: CONNECTION WILL VARY FROM THIS DETAIL DUE TO DESIGN LOADS AND BUILDING SIZE, REFERENCE CROSS SECTION DRAWING FOR ACTUAL CONNECTION TYPES. BOLTED 0 O END PLATE 0 O --TOP BOLTS, SEE TOP FLANGE DRAWING FOR SIZE. O WEB—}--� O I —INTERMEDIATEOGREATER THAN BOLTSTHE NUMBER OF OUR. O O BOTTOM --BOTTOM BOLTS, SEE FLANGE O O DRAWING FOR SIZE. OBOLTS FOR RAFTER TO U 3 COLUMN CONNECTI❑N RVEG DOWNSPOUT 1/4' ERECTOR TO FIELD CUT DOWNSPOU PER CHART & DETAIL ROOF PITCH 1:12 5/16' 2:12 11/16' 3:12 1' 4:12 1 5/16' TM51)) DOWNSPOUT MITER CHART EX] FOR CONSTRUCTION E ] FOR PERMIT ONLY ANOT FOR CONST.DWGS- E l FOR APPROVAL E I OTHER, _EXPLAIN "CORNER BOX (RVCB) TO GO OVER GUTTER & RAKE TRIM— GUTTER SEA 1/4"0 BEAD PER RVGE (28 REQ'O. PER CORNER BOX) 1/8 RNEF r Jam/ currER SEAL 1/4.0 BEAD OUTSIDE EDGE OF SIDEWALL PANEL (SEE NOTES) NOTES: 1. START AND STOP GUTTER AND RAKE FLASHING AT OUTSIDE EDGE OF WALL PANEL AT CORNERS. 2. CORNER BOX CAN BE USED ON SAFETY PRECAUTION: ALL ROOF SLOPES. WORKERSENUNLNOEDMT& SURFACES WTH SPARP EOGES. CORNER BOX INSTALLATION VULCAN STEEL ADDRESS I FORT PIERCE, FL 34945 WA F;L if G ` to • No. 6713 OG= MAY 1*120 STALT AEON t'd`�. S SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 ARD K. DAVIS CONSTRUCTION L DRAWINGS N:dwb I DRAFT -PS I CHECK:RM 4/29/15 1 SHEET 16 #14 @ 12" O.0 FASCIA FACE PANEL w SHEETING ANGLE = SA Ei FASCIA CAP TRIM RFCT #14 @ 12" O.0 F BACK PANEL #12xi 1/4"SDS @ 6" O.0 INSIDE CLOSURE "PBR" PTO HILO TRIM ROOF PANEL #12x1 1/4"SDS @ EACH MEMBER o VFR J o `< "PBR" SOFFIT PANEL 19 0 o I OUTSIDE CLOSURE � o PURLIN � RA ENDWALL RAFTER — (4) 5/8"X2 1/4" - A325T BOLTS (TYP.) EXTENSION BEAM (EB-1 L/R) Xd HEAD TRIM (HT) ENDWALL PANEL 2'-2" FASCIA PROJECTION I SECTION-F ASCIA PANEL RA fm #12 SCREW 6 PER PANEL VFR "PBR SECT-' ' SOFFIT PANEL DETAIL @ END OF VERTICAL FASCIA'S io I 0 #14 @ 12" 0-C FASCIA FACE PANEL F w SHEETING ANGLE = SA d- FASCIA CAP TRIM RFCT #14 @ 12." O.0 w L BACK PANEL #12x1 1/4"SDS @ 6" O.0 INSIDE CLOSURE "PBR" PTO HILO TRIM ROOF PANEL #12x1 1/4"SDS @ EACH MEMBEF 0 OUTSIDE CLOSURE-1 o PURLIN S J COLUMN �j VFR 0 ¢ "PBR" SOFFIT PANEL - (4) 5/8"X2 1 /4" A325T BOLTS (TYP.) EXTENSION BEAM (EB-2) XA HEAD TRIM (HT)-- ENDWALL PANEL — 2'-2" FASCIA PROJECTION SECTION-B ENDWALL RAFTER END WALL COLUMN NOTES: 1. SEE DETAILS FOR BOLT AND FRAMING REQUIREMENTS. 2. FIELD CUT AND WORK GIRTS, PANELS, AND TRIM AS REQUIRED. 3. THIS DRAWING IS TO BE USED IN CONJUCTION WITH THE INSTALLATI INSTRUCTIONS PROVIDED BY THE ACCESSORY MANUFACTURER. FIELD LOCATE HOLES IN GIRT FOR JAMB CLIP C. 1 I G F.O. JAMB HEADER WALL 12-14 x 1 1/4' SDS W/WASHER (12' ❑/C) HEAD TRIM EAD CAP CJCT) <2)1/2•xl 1/4' (HT) FOR HEADER/SILL A307 BOLTS - (OPTIONAL) EADER TRIM DETAIdl m ro JAMB CLL Yw (C-7) (2)1/2'xl 1/4' F.D. JAMB A307 BOLTS (FIN HEAD) OPENING SECTION 'C' WIDTH AMB TO GIRT C❑NNECTI❑ (2)1/2'xl 114' — A307 BOLTS (FIN HEAD) _- .... 3' ' C-6 GIRT CUT AWAY _ FOR CLARITY ' i I z (� ww 0 _ JAMB CUT AWA FOR CLARITY SILL(HS-1) OPENING WIDTH >A' SECTION 'A" ILL TO JAMB C❑NNECTI❑ (2)1/2'xl 1/4' F.D. JAMB A307 BOLTS = o _ w o C-5 CLIP = (BOLTED) 0 d A307 BOLTS (FIN HEAD) 0 OPENING WIDTH -GIRT DETAIL 'V-V" I 12-14 x 1 1/4' SDS W/WASHER (24'0/C) 1/4' SDS _ (24° ❑/C) 1W/WASHERS (12'0C) CJCT) (2)1/2'xl 114 OPENING 4U A307 BOLTS (FIN HEAD) �/ �—JAMB TRIM WALL PANEL <JTR) JAMB TRIM DETAIL /f GIRT %DER CUT AWAY FOR CLARITY z C-6 L3 z 3' Li 0- S d OPENING WIDTH F.O. SECTION 'B' JAMB HEADER(HS-x) C-6 CLIP 'B. I —G9' EADER TO JAMB C❑NNECTI❑ F.O. JAMB BASE CLIP v (4)1'2"1 1/4° °D° I 'D' A307 BOLTS ]1F� (FIN HEAD) ~ L3 TOP OF FLOOR M w i '' ' SECTION D-➢ ' tL/2' LD i W OPENING WIDTH l7 DIA. ANCHOR LJ I\ A BOLTS 0- 0 �' 3 L, <BY OTHERS) JAMB T❑ SLAB C❑NNECTI❑N NS,1 'II�IIjIIII Imo. III ' I✓r� d a ° oL ) a a ate__ i 0 0 —CI JAMB CUT AWAY ° FOR CLARITY 4 (2) 3'-4"x4'-1" F.0 W/ SILL @ 4'-0" All (FIELD LOCATED) ON END WALL NOTES: 1. SEE DETAILS FOR BOLT AND FRAMING REQUIREMENTS. 2. FIELD CUT AND WORK GIRTS, PANELS, AND TRIM AS REQUIRED. 3. THIS DRAWING IS TO BE USED IN CONDUCTION WITH THE INSTALLATION INSTRUCTIONS PROVIDED BY THE ACCESSORY MANUFACTURER. WALL PANEL 12-14 x 1 1/4- SOS W/WASHER (12. 0/C) 1/2'xl 1/4` FIELD LOCATE HOLES A307 BOLTS ON EAVE STRUT C-GA FOR JAMB CLIP _ CLIP xIF PITCH GREATER -6A THAN 1 1/242 CLIP USE (6) #12 X 1 SCREWS -r- — DOOR „—'\r- 1/2'x1 1/4' JAMB A307 DOLTS (FIN HEAD) JAMB TO EAVE STRUT CONNECTION sll�fi' C-5 CLI (BOLTED (2)1/2"xl 1 A307 BOLTS (FIN HEAD) OPENING WIDTH HEADER -12-14 x 1 1/4' SOS W/WASHER (24' 0/C) HEAD TRIM J \--HEAD CAP (JCT) (HT) FOR HEADER/SILL (OPTIONAL) HEADER TRIM DETAIL (2)1/2 xl 1/4" A307 BOLTS (FIN HEAD) Z w w rL = 0 —J 3 SILL. JAMB CUT AWAY 1 C-6 (HS-x) FOR CLARITY 2 CUT AWAY FOR CLARITY OPENING WIDTH -A- SECTION "A" SILL TO JAMB CONNECTION C2)1/2'xl 1/4 DETA I L "V-V"� m r cD a 0 12-14 x 1 1/4- SE W/WASHER (24'0/C) GIRT-\ x 1 1/4 SOS - [ER (12'0/C) JAMB TRIM WALL PANEL CJTR) TRIM DETAIL ADER CUT AWAY FOR CLARITY I I-----xxSEE NOTE V \ 0 J W P�v_ 3 11113 CUT AWAY FOR CLARITY -GIRT e4 (2)1/2"xl 1/ A307 BOLTS (FIN HEAD) 0- IB m =z C-6 -z 3' =a p OPENING WIDTH F.O. SECTION "B JAMB HEADER(HS-x) C-6 CLIP "B" — HEADER TO JAMB CONNECTION F.O. JAMB JAMB CLIP (2) 1 /2"x i 1/4- \ A307 BOLTS (FIN HEAD) \� GIRT FIELD LOCATE HOLES I "xl 1/4" ON GIRT FOR JAMB CLIP SECTION "E" A307 BOLTS AMB TO BOTTOM GIRT CONNECTION (2) 3'-4"x2'-5° F.0 W/ SILL 0 6'-0" A.F.F (FIELD LOCATED)ON SIDE WALL .. PTOI AT HIGH EAVE PITCH DETAIL NOTE: FIELD COPE PARTITION PANELS AT BASE CHANNEL, GIRTS, PURLINS AND EAVE STRUTS. FIELD COPE PARTITION FLASHING AT BASE CHANNEL, GIRTS, PURLINS AND EAVE -STRUTS AS SHOWN. RISE ON 1'-0 1/2' @ ROOF PITCH r � r N rn I > = 56 ¢ a w w� r � N + w = a W q DETAIL 'X' FLANGE WIDTH + FLANGE WI➢TH + �(x a\ ca\ Z ?� J^ J+ CL I 2' a d DETAIL 'Y' RISE ON 1'-0 1/2' @ ROOF PITCH 5�' rm rn w= > r W R DETAIL 'Z' TRANSVERSE PARTITION LAYOUT SHOWING TYPICAL PARTITION TRIM CUTS PARTITION TRIM (PT04) PURLIN STITCH SCREWS 12' O.0 PARTITION PANEL RAKE ANGLE (ATTACH AT EACH PURLIN WITH STRUT. SCREWS) SECTION 'D' L 2 X 4X 16GA (FIELD WORK AND ATTACH) PARTITION GIRT LINE MEMBER SORT PARTITION CORNER TRIM (CTR) AT PARTITION USED AS EXTERIOR WALL D' 2) DETAIL 'D' STITCH SCREW -� 20- O.0 SECTION 'C' CORNER TRIM (CTR) S( 1'-0. SECTION Z-Z 2'_2° C%T FOR CONSTRUCTION C I FOR PERMIT ONLY KNOT FOR CONST.DWGSW C 3 FOR APPROVAL C I OTHER, EXPLAIN iT ANEL ZlZ VULCAN STEEL STRUCTURES. INC PROJECT RICHARD K. DAVIS CONSTRUCTII ID 123289 PROJECT FORT PIERCE, FL 34945 ADDRESS MICHAEL R. M RPHY P.E. FLORIDA P.E 67731 500 VULCAN ARKWAY ADF - 415 r "I!" 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