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HomeMy WebLinkAboutSTEEL STRUCTURESAC472 STEEL STRUCTURES, INC. METAL BUILINNC MANUFACTURE ASSagATION v LETTER OF CERTIFICATION VULCAN STEEL STRUCTURES, INC DATE: 2/ 7/17 Jab Number 24590 DESIGNED BY: ZJM Customer Name: RK DAVIS CONST. CORP. DETAILED BY: JDH Job Location: FORT PIERCE FL 34946 CHECKED BY: zJM DESIGN PARAMETERS COMMENTS BUILDING DESCRIPTION: NOMINAL WIDTH: 130 feet NOMINAL LENGTH: 100.67feet. EAVE HEIGHT, BACK S.W: 25.25 feet EAVE HEIGHT, FRONT S.W: 25.25 feet • ROOF SLOPE, LEFT: 0.5:12 ROOF SLOPE, RIGHT: 0.5:12 DESIGN LOADS r BUILDING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014) — BUILDING FRAME SELF WEIGHT: INCLUDED SNOW : ROOF DEAD LOAD: 2.500 psf FLAT ROOF SNOW LOAD Pf 0 psf COLLATERAL LOAD: 5 psf GROUND SNOW LOAD Pg 0.00 psf THERMAL FACTOR FACTOR ROOF1.88 ROOF LIVE LOAD: 20.00 psf SNOW EXP. FACTOR Ce 1.00 _ FRAME LIVE LOAD: 12 psf ADDITIONAL LOADS : SNOW LOAD, ROOF: 0 psf (4) 70 LB INTAKE FANS WIND SPEED: (3 SEC GUST) 160 mph (Vult) 20 PLF SPRINKLER PIPE (2000 LB TOTAL LOAD) 1 123.9 mph (Vasd) 15 2F SLPBRIN BIG PIPE ((1500 LB TOTAL LOAD) INTERNAL PRESSURE COEFF. 0.18/-0.18 �53 3 TON TRANSVERSE TOP RUNNING CRANES WIND EXPOSURE: C SPECIAL DEFLECTION CRITERIA CLOSURE "C, 0, P" Closed RIGID FRAME HOR120NTAL H/100 RISK CATEGORY : II — Normal RIGID FRAME VERITCAL L/180 SEISMIC PARAMETERS SEISMIC —FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SITE CLASS (ASSUMED) D SEISMIC IMPORTANCE: 1.00 SEISMIC DESIGN CATEGORY: A DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" — (SHORT PERIODS): 0.06 DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" — (1 SEC PERIODS): 0.05 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" — (SHORT PERIODS): 0.06 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" — (1 SEC PERIOD): 0.03 SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" — 3.5 SEISMIC RESPONSE COEFFICIENT. "Cs" — 0.02 TOTAL LONGITUDINAL BASE SHEAR 2.81 TOTAL TRANSVERSE BASE SHEAR 2.88 DRAWING RELEASE HISTORY I DRAWING REVISIONS I j DATE SENT I REASON FOR RELEASE I REVISIONI DATE I BY I DESCRIPTION j 1. MATERIALS st Lt STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE CABLES HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS 2. STRUCTURAL PRIMER GENERAL NOTES TM DESIGNATION A529 OR A572 GRADE 50 or GRADE 55 A1011 GRADE 55 A475 EHS ASTM A992 GRADE 50 A653 OR A792 GRADE 50 or GRADE 80 A307, A325T, AND A490 A307 UNLESS NOTED REC SHOP PRIMER PAINT IS A MINIMAL NON —UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED —OXIDE COLOR PRIMER SATISFYING THE REQUIREMENTS OF TT—P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE WITH ANY TYPE OF FINISH'PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS, 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. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR REJECTION. 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 ASTM A325T OR A490 BOLTS`. PER SECTION 8.1. (SPEC. 16.2) A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY 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 BY THE APPLICABLE 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 / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES 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/E 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 BUILDING 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 SHEETING ROOF PANEL: - GAUGE PANEL TYPE COLOR 24 GA. DOUBLE LOK Galvalume WALL PANEL: GAUGE PANEL TYPE COLOR 26 GA. AVP ALMOND WALL TRIM COLOR: MEDIUM BRONZE GABLE TRIM COLOR: MEDIUM BRONZE r I is only for general conformance with the design iatem of the project and compliance with the information tLufen in .the contract documents. Any action shown is euNect to the requirements of the plans and specifications. Comactor is responsible for dimensions which shall be carifirmed and coordinated at the jobsite, fabrication processes, tahniquas of construction, coordination of all work with w.her trades ,d the r�tisfactory performance in accordance 1A"iHt1 tiTe antiact0 -'� nents. DATE iI �7 BY n"A1�'f - M.L. Engineering, Inc. Consulting Engine Vero Beach, Florida 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 "FOR CONSTRUCTION" DRAWINGS. TEMPORARY =lE Lai COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO V a� � o DETERMINE, FURNISH, AND INSTALL. THE METAL BUILDING MANUFACTURER- DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OTC OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS O m a� YE COMPONENTSNON STANDARD HAVE ON DESIGNED AS TA EN FROM THEFORTEENTH HE AISC MANUAL PAGE16.3T56 PARAGRAPH 7.14 — READS AS FOLLOWS EDITION OFF T ai "THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING, �"4 � AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." tW 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. _ W TUBE SEALANT O C.� GUTTER (TRIM VARIES) 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 HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500-VULCAN PARKWAY FLORIDA PRODUCT APPROVAL NUMBERS W A L K D 0 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 RIDGE VENT WITH 9" THROAT FL12805.1 L O U V E R S FIXED GLASS ILOUVER WITH FIXED GLASS FL12256.1 ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2 R 0 L L U P D 0 0 R S 1 T00 SERIES MAX SIZE: 8'-B" X 14'-0" FL12765.1 1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765:2 3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3 3100 SERIES MAX SIZE: 20'-O" X 20'-0" FL12765.4 3652 SERIES MAX SIZE: 18'-0" X 20'-0" FL14425.1 750 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'-8" X 12'-0" FL12765.7 750 SERIES MAX SIZE: 10'-0" X 12'-0" FL12765.8 R 0 0 F P A N E L S BATTENLOK FL11819.1 DOUBLE-LOK FL11819.2 LOKSEAM FL11819.3 SUPERLOK FL11819.4 ULTRA-DEK FL11819.5 7.2 PANEL FL15159.1 PBR PANEL FL5346.1 PBU PANEL FL11868.2 W A L L P A N E L S 12" FLAT DESIGNER FL11917.1 16" FLUTED DESIGNER FL11917.2 AVP PANEL FL11917.3 FW-'120 PANEL FL11917.4 PBR" PANEL FL5335.1 REVERSE PBR FL5335.1 SHAUOWRIB PANEL FL11917.6 S 0 F F I T P A N E L S ARTISAN L-12 FL11919.1 S K Y L I G H T S PBR SKYLIGHT I FL13793.1 W A L L L I T E S PBR I FL13787.1 MIAMI DADE PRODUCT APPROVAL NUMBERS R 0 L L U P D 0 0 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-12-0505.26 SUPERLOK , 22 GAGE NOA-12-0911.02 SUPERLOK 24 GAGE NOA-12-0123.07 DOUBLE-LOK NOA-13-0425.14 W A L L P A N E L S PBR 24 GAGE NOA-12-0123.06 ECO-FICIENT I NOA-14-0306.03 S K Y L I G H T S PBR I I NOA-15-1207.07 THESE PLAJ%lS AiND ALL PROPOSED UVO�( ARE SUBJECT TO ANY CORREC T IONS REQUIRED SY FIELD 114 PECTORS THAT MAY BE NECESSARY IN 0-RDER TO COIu9r`f WI T H A.LL APPL}CABLE CO S. A Q G Wind -Bent G G G D I c F F E I to Go 0 c uin E 1 cq 0 v pq C 6-la H B 4' •1 N 14 4' c . o tir A c" N m E 0 v Ti x 1 E • H CB 4' g� `I oil- 14 4' o N •R in I °D I N o E o y F CA 4' v AC 4 = c 0 in c d w `I 10'4' v 0 x G H CA 4' A iv 'el N o u 4' c n pg C odd A m E '10 ' o I 0 _I m v x° I D I g G G j F F E G Wind -Bent G G G - --- -- 4, - ---- 4' UT 4. ANCHOR BOLT PLAN NOTE. All Base Plates ® 100'-0' (U.N.) * = 1-3/4" FIELD LOCATED ❑PENINGS QTY, DESCRIPTION, 3 3070 WALK DOOR W/ SUB -JAMBS 7 5'-0'x5'-0' FRAMED OPENINGS REV. I DESCRIPTION, r/nff MV9FR SE£ 9IIDM PLA16 CDN7RlE U PDR PRI107" • " D' wm 5/5' ML ALL.NIBS j W POR L a11WA 5/5• DM ! DOOR .HIDE ACIND AS LW. CXI M6 r/Ei�a � I •• 2C ALL Of1E76 ASTM GRADE - (MIN. ANCHOR DOLTS SHALLOREGR SF'555" ANCHOR BOLTS �.l ANCHOR BOLT NOTES: MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J-BOLTS OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE RESULTS IN CONCRETE FOUNDATIONS. EITHER TYPE BOLT IS ACCEPTABLE AS DETERMINED BY THE FOUNDATION ENGINEER. ANY VALUES GIVEN FOR ANCHOR BOLT TOTAL LENGTHS AND/OR BEND LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENCTI AND OTHER FACTORS. ANCHOR BOLT SUMMARY Total Dia Len Proj Qty Locate (in) (in) (in) O 20 Jamb 5/8" 9.00 3.00 N 32 Endwall 3/4" 3.00 08 Endwall 5/8" 15.0 3.00 AS48 Frame 1" 24.0 3.00 016 Frame 3/4" 24.0 3.00 0 rILE COPY WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 .� �'itiA E. 4 ZY ThlESE'L ''aS i4D ALL PROPOSED %'CuN, ••+00++8' AT�y�;.••4 C.E lVsF••;`3 ARE SUBJECT TO ANY CORAEC'7i foN5 RbOJlPE�3Y FIELD INSPECTORS THATNo. 'w 61323 ,� E;l1AY BE NECESSARY Its 01'iR TO • �`� COMPU VgITI•I A..LL XJIF Lr.LE CGt,.ES. - 4+ STATE of i� +e4b"O'04 0 DRAWING STATUS C I FINAL ERECTION CXI FOR C❑NSTRUCTI❑N C I FOR APPROVAL C I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST. CORP. DATE DTLR DATE CHKR APPD PROJECT PURSIUT BOATS ANCHOR BOLT PLAN ID 24590 DESIGN- ZJMDRAFT- JDH I CHECK, RAC PROJECT ADDRESS FORT PIERCE FL 3494E DATE, 2/ 7/17 SHEET 1 OF 16 --:::# Dia= 3/4" • �T� 1 4- 2- 2- 2" 8" 1 EW See Plan DETAIL A Dia= 3/4"` o� -T— �I� �' IffiI� 4" _I I_ 2" 2" 2" 8" EW See Plan DETAIL B Dia= 5/3" o� f I 010 o� 010 4" —j_ 2" 1 3/4J—�j1 3/ 8" EW See- Plan DETAIL C Dia= 1" Dia= 1" 1 4" 4" T 4" 8" 1" Dia= Diu= 1" w 4^ 4^ 4" 2^ 8" 4" 4" 4" 0 4" I I T 1 I ]8- 4" I ® ® 1 1 ® I ® ® I iv 4" I II N 2• 2" 8" 8" SW SW 1 —0 DETAIL E DETAIL I See Plan See Plan Dia= 1" --j I I 4- 4- 4" 2- 2- 8" SW See Plan DETAIL F Dia= 5/8" aw 4" SEE PLAN DETAIL G Dia= 3/4" P 4" —T— ®1'a 1 ® ® I 4" ®1� �® ®� 8" 4" I I 1 N I 8" 2„ 2" sw DETAIL D SEE PLAN OUT TO OUT CONCRETE SEE LOUT OUAN = OUT TO T STEEL w a W PROJECTION e ■ e • Y a -" o� _ 9O °�� I-- 10o II a T 4" r- ii3i 1 38( —1— 4„ 2" 2" o a See Pla See Plan DETAIL H INSIDE CLOSURE (OPTIONAL) SLAB BEYOND' EYON n J� w yn PANEL K(6 HANNEL FINISHED FLOOR 1/2' x 1-1/4' SDS B' W/WASHER PER PANEL) 7" SECTION-A' FINISHED F.O.WIDTH -3/4' rRIFLOOR/4' x 1' 'A -A' W REVISI❑NS NAIL -IN ANCHOR o @ 36. O.C.(BY OTHERS) o o REV. DESCRIPTION, EDGE OF CONCRETE O BASE CHANNEL WITH BASE TRIM TYP. OVERHEAD DOOR RECESS DETAIL 4t rt � � 1•.w THESE- F' �'SS "1�; ALI. PROPOSyJ %'ORK 19 ARE SUBjEOT TO ANY UJRREC110INS go MQUIRED BY FIELD IINSPECTORS THAT < � MAY BE trFECESS- RY IN ORDER TO fI ilk I I FINAL ERECTI❑N [XI FOR C❑NSTRUCTI❑N I I FOR APPROVAL I I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC R PROJECT PURSIUT BOATS AN ID 24590 DE PROJECT FORT PIERCE FL 34946 -RA - ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY �ADEL, GA .316 O !� ev%G E MSF�•®+�1 No. 61323 STATE OF ®,Q d rso "-.A- 4 O ft11) .- ft# Aw 'ONDAVIS C❑NST, CORP, OR BOLT DETAILS IN, ZJN I DRAFT, JH I CHECKS RA 1 2/ 7/17 ISHEET 2 , 4 • N N 'IV M }V ;V }V I KIUIU I-KAMU RhSC COUMI +610DONS (k ) Flem LIm a*- Ur - Ilan DI a V I Gdklad i t V. H. 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Sefa++L16g1A -FxRNffA1- IA: 5, lira A IHo6t 6A -11.5 HWH:-MYd1 32 vatn^9+- 11.5 B:-V- . Natx Yet -02 xah 03 vart 021.1 H-ft Vwt 1.0 e 5 5 1 D E 11.0 0.0 OA _12.0 -113 OA -2A O.0 OA -7.7 -le3 -am --Ta 0.0 OA -9.6 -10.4 -as -03 0J OA OJ OA -a2 OJ OA OA -03 -03 02 1 -.2 03 0.1 1 2 15.4 36 5 5 F G OA OO -15A -13.7 OA 0.0-99 -103 OA 0.0-les -14.1 OA 0.1 OA -0J OA 0.0 -0.1 03 0.5 0.1 14.5 2A Q rr�T COLUMN LINE H H H H H H!- IV IV IV IV IV IV ENDWALL COLUMN: BASIC COI_uMN REACTIONS (k ) Wind Wind Frm Col Press Suct E1 PAT_LL -1- E1 PAT_LL1- E1 PAT_IL3- EI PAT LL4- E1 PAT U-5- Une Line Harz Harz Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 C -15.3 16.7 0.0 9.9 0.0 3.7 0.0 0.1 0.0 0.2 0.0 5.9 1 E -11.6 12.7 0.0 3.5 0.0 7.4 0.0 0.7 0.0 -1.2 0.0 1.5 1 F -13.2 14.4 0.0 -0.6 0.0 1.3 0.0 8.7 0.0 5.0 0.0 1.6 1 G -16.7 18.3 0.0 0.1 0.0 0.0 0.0 4.6 0.0 10.6 0.0 5.6 Frn Col E1PAT-LL-6- Una Una Harz Vert 1 C 0.0 4.1 1 E 0.0 3.3 1 F 0.0 5.2 1 G 0.0 4.8 Wind Wind FTm Cal Dead - Press Suct Line Una Vert Harz Harz 5 0.4 9.0 G • -9.7 10.7 5 F • -13.2 14.4 5 E • -10.1 . 11.1 5 D • -8.4 9.2 Ram Ock.a,-F3CRANFA2- Lk.� Huh vat -0 -s3QLv@ws- Hoch Vert -03M NH..As3 w4-0 wlFw •• V t -FJC9ANFw'r Huh Vat -FxavffAS- {WAx va! FIPAT1L1- Nuh Wet 5 B 0.4 -9.6 10.5 5 5 A 1. -03 -03 -a3 0.3 1.7 -1.2 1A 12 -03 -03 -03 03 1.1 1A -12 12 -03 -03 -03 03 -03 -0.4 -03 0.4 *See Rigid Frame Interior Column Reactions 5 5 D E 0.7 03 14A 4.1 0.1 OS &7 133 03 OA 4.7 13a 0.1 5.6 0313.4 03 OA 4.6 13A -03 OA a -3 -02 5 5 F G OA 03 14.1 as 0.1 03 43 123 03 0.7 4.4 1&a OS 14.5 0.1 2A 0.6 03 14.1 39 OA 0.0 0.1 -0A r CYkn- F7FAT-U-2- flFArJl3 flh - FlPA�6- BUILDING BRACING REACTIONS Lr 5 5 Urw AA 1 u Hh -0.7-0.6 -0.7 Wt 0.7 -03 -03 -03 03 -0.3 -03 -03 O3 Hat Vat -OA -OA -0.7 0.7 Huh -0.7 -0.4 Vat -03 0.4 f Reactions (k )' Panel Shear 6 17 -03 09 OLD 014 0.0 0.4 OA -0.2 -03 03 -Wall -Col -Wind --SeHsmic - (Ib%ft) 5 5 E F -03 OA lA 03 - 3 Op 12 -M9 DA -03 -02 -09 -0..T 13 -03 02 OA DA -03 -09 Lao Line Line Harz Vert Harz Vert Wind Seis Note 5 ' G OA --as OA -OA 0.0 -OA 0.0 -02 OA -OA Ram CDk-n Lk. Lk. HMt Vat H t Vat Hat Vat 'a. I- Nah Yal -wWO�o�t- H. Vwt -wYdyM- Hat WR I�EW 1 h 2 A 0.1 32 02 4.0 02 103 -0.1 -433 12.7 -26.9 12A -75.1 F SW 1 3.4 18.0 33.7 0.7 1.3 b 2 2 1 C -01 OA IA 3A -02 0A 7.4 14 -02 0.0 19 7.6 -11.7 -4a 0A -22.7 9.7 0A -20.4 -23A -Cm 0.0 32 _61 R-EW 5 h 2 E CA 2.4 OA 22 0.0 53 oA -23.7 0.0 -&e GA -1 A B_SW A 3,4 18.0 33.7 0.7 1.4 b 2 2 F 0 OA 0.0 2A 39 OA 0.0 2A 4.1 OA OA &7 OA OA -13.5 GA -20.0 0.0 OA -26.7 -31.0 OA OA -7A -15A Ran. C.M -w�W_pWktx --wh�9t_ _sda k-1en Sd-kLJW Al- (b)Wind bent in bay, base above finish floor U . 2 Lk. A HWet 90 V.rt 1&7 Flo h as W t &1 57 7 Iluh v t -0 Hat vat Haft vat h Rigid frame at endwall -1 -1 A .4 A 0.4 0.4 -tA -1.6 - -2- I 13A -124 - 0 -iJs - A _,&I 0.0 OA OA -0A -1A 0.3 ` 3 C aA "1.1 OA -323 OA -1&1 0.0 0A OA -0A 02 203 2 E - 0A -1.1 OA -t9A OA -10.3 0.0 -02 0A 02 02 17.5 2 F OA -1&1 OA -16.9 0.0 -73.0 OA 02 OA -02 02 7e9 2 0 0.0 -172 OA -19.6 OA -�8.1 OA -03 OA Os 02 163 Fran. Coktm-F3QUtFA2---F5CRANEA3--F3CHAIG44- i3a7A1aA5r-RgtANFM-. FIPATJLI- lla Lk. `Wet Vat Wilz Vat Haft Vat Hut Vat N-h Vat Hlarh vat 2 A t.e 1.7 to 1.7 1.6 1.7 to 1.7 1A 1.7 -03 -03 2 1 -1.e to -1.6 1A -1.0 1.6 -iA to -1 .5 IA -03 0.3 2 C 02 203 0220.3 0220.3 O2 203 02 203 -03 -CA 2 E . 02 17.5 02 17.5 CA 17.5 02 17.5 02 17.5 OA -02 2 F 02 1" 02 1" 02 1&1 02 1&1 02 1" 0.0 0.1 2 0 02 103 02 163 2 01" 02 163 02 163 CA -.CA Ram CA- FIMLL-2- f; ATJl..3- RXLIJ ;4- AGAL.L._6- i1Pf-U& Lk. Li,. Hat Vat `lorli Vat Mat Vmt Nut Vert Nat Vet 2 A -a5 -0A -0.4 -0.4 -03 -03 -0.7 -0.7 -03 -03 s -aC-040aO-0OS C -as A -a2 -0.5n A -4U 1.0 7 2 E OA -OA 0.0 -12 -4" -1.1 -03 -02 0.0 _I .2 2 F OA 03 0.0 0.1 0.0 0.1 0.0 02 OA 0.1 2 0 OA -0.9 OA -04 OA -0.4 OA -0a OA -0.4 mWmka_�- _MUFWt Vod FWAVert 6� tHortz Vat 3- A BA 9.7 0.0 1CA 16s 19.1 43.9 675 65.5 -70A -4os -573 3- 1 -0.6 63 -&0 8A -1eb 19.1 419 -60A 653 -879 19.6 -19A IL,.- C--WYW_Pooht2- P'Yld_lagt- wkd-r - SeYmk ltR Sat�adc.V W A 1-10A W�A -48.5 raW -40.7 -53s -0.4 -02 0.4 02 3• 1 412 -37.4 49.7 -535 4es -66A -0.4 02 0.4 -02 3• F 9net 3 4 1. AFPLXApH OF ENGMMS SEAL ISR FOR NEDL B DNG ONLY AND GOES NOT ((���� ENTl1E PROFESSOHAL OF RECORD. &F Nip RN> OM�IIOdi DENCH AND CONSTRxncN ARE M NOT ME RCSPONSE OF TIE MANUFACTUREFL (5.1 ANaKA OLIS W RE ACOAM LY SET 10 A TOLQYNfF OF a/- Ile IN BOTH ATIW NO IAcA F4.1 THE MUM REACTION DATA I SWCS THE UTADS Mial T6 DUOGe1G PLACES To 71E FOUNDATM THE FOUNDATION 13 M BE L ESM D EY A OIL4i1FD a1G•• ER 70 SUPPORT THE O&DI r REACTIONS N ADORION TO OTHER LOAM NPa413 BY THE BULGING USE OR OCCUPANCT WrTH RESPECT TO JOB SITE CONmMOM (S.) ALL ANCHOR BOLTS TO BE ASTII P1554 GRACE 36 WL OR GRADE 55 (MESS NOTED) F6.T VAGAIN FOR MW 00 ANCHOR BOLT 70M tENGRR ARE SUCF51m LENGTHS ONLY. RWIS THE RL`FONSWIM OF THE FOUNDATION O C14M TO DETERM E THESE 1PUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS On" FACTORS. (7.) WIND REACTIONS ARE SA57D ON VdL DESIGN LOAD DEFINITIONS RIGID FRAME LOAD CASE DEFINITIONS Wfnd LI/Wind Rl = Lateral wind load from the left/right with a negative Internal pressure cofflcient. Wind-L2/Wind-R2 = Lateral wind load from the left/right with a positive Internal pressure cofflcient. Wlnd_Lnl = Longitudinal wind load with a negative Internal pressure coefficient. Wind Ln2 = Longitudinal wind load with a positive Internal pressure_ coefficient. Seismic-L/Seismic R = Lateral Seismic load from left/right. LWIND# L#E/ LWIND# R#E = Longitudinal wind loads for edge zones. F#UNB-SL-L/ F#UNB-SL-R = Unbalanced roof snow load with wind from the left/right. F#PAT-LL # = Pattern live load for continuous beam 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 foundatlon designer.' Collat = Collateral Load Endwall Load Case Deflnitlons Rafter Wind-L/ Rafter Wlnd-R = Lateral wind load from the left/right. Brace Wind-L/ Brace Wfnd_R = Lateral wind load from the left/right with the bracing loads added. Wind-P/Wind-S = Wind Pressure/Suction due to longitudinal wind. Wlnd-LnW = Longitudinal wind load on the roof. Seismic-L/Selsmlc-R = Lateral Seismic load from left/right. E#UNB-SL_L/ E#UNB_SL-R = Unbalanced roof snow load with wind from the left/right. E#PAT-LL # = Pattern live load for continuous beam systems. LWIND#-L4LWIND#-R = Longitudinal wind loads for edge zones. WIND LOADING PRESSURES CHART �(AREAp<- 20 SQ.Fr. FOR PANELS DESIGN VALUgEFOR OS WL NASD ZONE 1 (ROOF INTERIOR) 24 15 -61 -35 ZONE 2 (ROOF EDGE) 24 15' -94 -57 ZONE 3 (ROOF CORNER) 24 15 -131 -78 ZONE 4 (WALL INTERIOR) 56 34 -60 -36 ZONE 5 (WALL EDGE) 56 34 -72 -43 _1 0t 57 35 -62 -38 100sgft 49 1 30 1 -54 1 -33 NOTE I 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. REVISI❑NS Q T COLUMN UNE H H IV IV RIGID FRAME: ANCHOR BOLTS & BASE PLATES Fnn Col Anc.-Bolt Base -Plate (in Elev. Una Line City Dia Width Length ick (in) 1 A 4 1.000 8.000 12.00 0.500 0.0 1 1 4 1.000 8.000 12.00 0.500 0.0 1 C 4 0.750 8.000 9.000 ' 0.500 0.0 1 E 4 0.750 8.000 9.000 0.500 0.0 1 F 4 0.750 8.000 8.ODO 0.500 0.0 1 G 4 0.750 8.000 8.000 0.500 0.0 RIGID FRAME: ANCHOR BOLTS do BASE PLATES I - I ILvl V%J7 v Vklej�. ARE SU JGCT TO r1NY COP, REC T !ONG Una Line QQtya Dialt Width Length(HnThick (in) },":-�QgJ�,I/F1pED B FIELD INSPECTORS THAT 2 2 A I .4 1.000 8.000 12 DO 4 1.750 12.94 0.500 0.500 0.0 0.0 MAY G!-E NEC' ESSAgy IN r1L1`lmhe + per 2 C 10.00 4 0.750 10.00 11.94 0.500 0.0 COMMd�TI� A; �� ns�lw�l�Gfn$,"G,/ 1 I � Yd 1 H I i,n'ABLE 2 2 E F 4 0.750 10.00 11.94 4 0.750 10.00 0.500 0.0 ,� f �� LC A 2 G 11.94 4 0.750 10.00 11.94 0.500 0.500 0.0 0.0 ' RIGID FRAME: ANCHOR BOLTS do BASE PLATES FTm Col Anc.-Bolt Base -Plate (in Elev. Una Una Qty Dia Width Length 1hick (in) 3• A 6 1.000 8.000 16.00 0.625 0.0 3• 1 6 1.000 B.G00 16.00 0,625 0.0 3• Frame lines: 3 4 RIGID FRAME: ANCHOR BOLTS do BASE PLATES Fnn Col Anc._Bolt Base -Plate (in) Elev. Una ' Line Qty Dia Width Length Thick (in) 5 A 4 1.000 8.000 12.00 0.500 0.0 5 1 4 1.000 8.000 12.00 0.500 0.0 5 D 4 0.750 8.000 9.000 0.500 0.0 5 E 4 0.750 8.000 9.000 0.500 0.0 5 F 4 0.750 8.000 8.000 0.500 0.0 5 G 4 0.750 8.000 8.000 0.500 0.0 ENDWALL COLUMN: ANCHOR BOLTS do BASE PLATES Fnn Col Anc.-Bolt Base -Plate (in) Elev. Line Line Oty Dia Width Length Thick (in) 5 H 4 0.625 6.000 9.000 0.500 0.0 5 B 4 0.625 6.000 9.000 0.500 0.0 VULCAN STEEL WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 o ••• 1 o.61 23 �Q- STATE OF 4f A "•A- t? ��p••f INC I RK DAVIS C❑NST. CORP E I FINAL ERECTION PROJECT I PURSIUT BOATS EX] FOR CONSTRUCTION ID 24590 E I FOR APPROVAL PROJECT FORT PIERCE FL 34946 E 1 OTHER, EXPLAIN nnnorcc SPLICE BOLT TABLE Mark Qty Top Bot Int Type Dia Length SP-1 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 1 V ID SIDES MARK LENGTH OFFSET 1 1 F842A 3'-6" 2'-8" 1 FB42.5A 3'-6 1 /2" 2'-8" 31 ' FB41A 3'-5" 2'-8" 1 FB40.5A 3'-4 1 /2" 2'-8" CAP PLATE BOLTS Mark Qty Type Dia Length EC-1 4 A325 0.625 2.25 EC-2 4 A325 0.625 2.25 EC-3 4 A325 0.625 2.25 EC-4 4 A325 0.625 2.25 TYP. FLANGE BRACE / GIRT C❑NNECTI❑N OFFSET Ft 1/2'xl 1/4' (Tk ULN.)---f, A307 BOLTS (TYP. U.N.) I� G 0 a I 4` I G I I G GIR� IN/ \ \ 1/2'xl 1/4' \ A307 BOLTS 0 A SECOND FLANGE 0 FLANGE BRACE SEE FRAME CROSS BRACE IS REQUIRED IF '(2)' IS NOTED IN H FLANGE BRACE TABLE. F, COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL FOR LOCATIONS. - ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY MEMBER TABLE Mark Web De th Web Plate Outside Flange Inside Flange Start End Thick Length W x Thk x Length W x Thk x Len th RF1-1 1 1.5 12.8 0.135 29.4 6 x 1/4" x 240.0 6 x 1/4" x 240.0 12.8/23.0 0.135 240.0 6 x 1 /4" x 52.6 6 x 1/4" x 29.7 23.0/23.0 0.188 24.1 6 x 1 /4" x 31.3 RF1-2 20.0/18.5 0.165 124.0 5 x 1 /4" x 240.0 5 x 1/4" x 124.0 18.5/16.0 0.135 216.0 5 x 1 /4" x 240.0 5 x 3/16" x 216.0 16.0/16.0 0.135 172.6 5 x 1/4" x 31.7 5 x 3/16" x 172.6 RF1-3 16.0/16.0 0.135 234.9 5 x 3/16" x 234.9 5 x 3/16" x 234.3 RF1-4 16.0/16.0 0.135 174.9 5 x 3/16" x 174.9 5 x 3/16" x 174.3 RF1-5 16.0/16.0 0.135 232.6 5 x 3/16" x 208.6 5 x 3/16" x 232.6 16.0/18.5 0.135 216.0 5 x 3/16" x 240.0 5 x 3/16" x 216.0 18.5/20.0 0.165 124.2 5 x 1 /4" x 123.4 5 x 1 /4" x 124.2 RF1-6 23.0/23.0 0.188 24.1 6 x 1/4" x 31.3 6 x 1 /4" x 29.7 23.0/12.8 0.135 240.0 6 x 1 /4" x 52.6 6 x 1/4" x 240.0 12.8/11.5 0.135 29.4 6 x 1/4" x 240.0 EC-1 W8X31 EC-2 W8X31 EC-3 W8X31 EC-4 W8X31 EB-5 7.6 12.6 0.120 120.4 5 x 3/16" x 120.4 5 x 3/16" x 120.4 ,4 SSRCB 44�� "11 " 32*-4" 1� 32'-4' �f H 24 Ga. DOUBLE LOK, Galvalume �I` 11 9/16" 2 ® -0 9/16" �Ir 32'-11" 4 3/4.� 1' 11-11-13/16" ^ 20 ®2 1' 6" 2 ® -0 i9 1I ' I I 116_ 1 20 ®2 6 V-11 13/16" GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL .flange braces and wind bracing mush be installed prior to exterior finishes being aDDlied. UA-- THESI,: PLAMS AND ALL Pr 0P0SED V➢'C�9 NOTE: SEE PAGE 15 FOR SECTIONS ARE SUBJECT TO ANY CCFIREC T ICN3 RvEQUIRED BY FIELD rNISPECTCRS THAT 'MAY BE NEC,ES'SARY IN.4111ME 9 TO COMPUf VITH A.1 L APPLJCABLE CODES. DESCRIPTIONi 1.1 FINAL ERECTION EX] FOR CONSTRUCTION E ] FOR APPROVAL E I OTHER, EXPLAIN 1/2"12 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 ..e,,_MMr7 E. N©. 61323 �.� sTEon revs AW A, VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST, CORP. PROJECT PURSIUT BOATS MAIN FRAME ELEVATION ID 24590 DESIGN, ZJM I DRAFT, JDH CHECK- ZJI PROJECT FORT PIERCE FL 34946 DATEi 2/ 7/17 ISHEET 4 ADDRESS SPLICE BOLT TABLE Qty Mark Top Bot Int Type Did Length SP-1 4 4 0 A325 0.625 2.25 FLANGE BRACE TABLE FRAME LINE 5 V ID SIDES MARK LENGTH OFFSET 1 1 FB42A ' 3'-6" 2'-8" 2 1 FB44.5A 3'-8 1 /2" 2'-8" 1 FB43.5A 3'-7 1 /2" 2'-8" 1 FB41.5A 3'-5 1/2" 2'-8' 5 1 FB41A 3'-5" 2'-8" 6 1 F840.5A 3'-4 1 /2" 2'-8" 7 1 FB43A 3'-7" 2'-8" Q1/2" CAP PLATE BOLTS Mark Qty Type 1TYP. Dia Length FLANGE BRACE / OFFSET CL GIRT C❑NNECTI❑N 1/2'xl 1/4' MEMBE Mark RF2-1 OL EC-9 4 A325 0.625 2.25 (TYP. U.N. CTYP. U.N)S EC-8 4 A325 0.625 2.25 EC-7 4 A325 0.625 2.25 o i 1 RF2-2 EC-6 4 A325 0.625 2.25 j 10 G I G URL \ GIRT IN/ \ _ 1/2'xl 1/4' A307 BOLTS RF2-3 C C �FLANGE RF2-4 A SECON FLANGE BRACE SEE OSS RF2-5 BRACE IS REQUIRED O0NNLLYY FRAME CR IF 'C2>' IS NOTED ItTE FLANGE BRACE TABLE. R.F. COLUMN/RAFTER SEE FRAME CROSS SECTION 6 BOLTS TOTAL_ RF2-6 FOR LOCATIONS. ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY EC-9 EC-8 EC-7 EC-6 SSRCB -iF 3/4" 32'-11" 24 Ga. DOUBLE LOK. GGlvalume 1'-11 13/16" 20 ®2 6 2 ®1'-0 9 11 I 6" GENERAL NOTES: * NOTICE TO ERECTOR ---------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreaderr bar be used when lifting. (B)ALL flange braces and wind bracing mudt be installed prior to exterior finishes being aDDlied. MAIN FRAME ELEVATION: FRAME LINE 5 12.7/24.0 0.135 240.0 24.0/24.0 0.188 28.1 24.0/21.8 0.165 112.4 21.8/17.0 0.135 240.0 17.0/ 16.0 0.135 48.0 16.0/16.0 0.135 112.6 16.0/16.0 0.135 233.9 16.0/16.0 0.135 174.9 16.0/16.0 0.135 232.6 16.0/21.1 0.135 216.0 21.1 /24.0 0.165 123.4 24.0/24.0 0.165 28.1 24.0/12.7 0.135 240.0 12.7 11.5 0.135 25.5 W8X 1 W8X31 W8X31 W8X31 NOTE: SEE PAGE 15 FOR SECTIONS TF�E E PLANS AND ALL PROPOSE WOR011 K ARE SUBJECT TC ANY CORREC'; ICRI3 REQUIRED EY FIELD INSPECTORS THAT N14Y BE NECESSARY IN ORDER l C CG �113Uf ViTH ALL A„ 7-nL1"0',A5.I E CC DES. REV. I DESCRIPTION, I I FINAL ERECTI❑N 1XI FOR CONSTRUCTION I I -FOR-APPROVAL---- I I OTHER, EXPLAIN )utslae Flange VxThkxLength Inside Flange WxThkxLenth 6x 1/4" x240.0 6x 1/4" x240.0 6 x 1/4" x 52.6 6 x 1/4" x 25.8 6 x 1/4" x 32.3 5 x 3/16" x 240.0 5 x 3/16" x 240.0 5 x 3/16" x 240.0 5 x 3/16" x 160.5 5x3/16"x32.0 5x3/16"x 112.6 5 x 3/16" x 233.9 5 x 3/16" x 233.2 5 x 3/16" x 174.9 5 x 3/16" x 174.3 5x3/16"x91.0 5 x 3/16" x 232.6 5 x 3/16" x 240.0 5x3/16"x99.5 5 x 3/16" x 240.0 5 x 3/16" x 240.0 6 x 1/4" x 32.3 6 x 1/4" x 25.8 6 x 1/4" x 52.6 6 x 1/4" x 240.0 6 x 1/4" x 240.0 4 3/4 L. 40 1-11 13/16" 12 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 3162 % +ter''►\' hNO' Nassss �tCE.00 e o No. 61323 TrATE OF • s^ sasses I# VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST. CORP, PROJECT I PURSIUT BOATS MAIN FRAME ELEVATION ID 124590 DESIGN1ZJM I DRAFTa JDH CHECK PROJECT IFORT PIERCE FL 34946 DATE, 2/ 7/17 ISHEET 5 SPLICE BOLT TABLE CAP PLATE BOLTS MEMBER TABLE Qty TYP. FLANGE BRACE / GIRT C❑NNECTI❑N Web De th Web Plate Outside Flange Inside Flange Start End Thick Length Mark op Bot Int Type Dia Length Mark Qt Type Dia Length OFFSET rt 1/2'x1 1/4• Mark W x Thk x Len th W x Thk x Length RF3-1 11.4 12.6 12.6/24.0 0.135 0.135 25.4 240.0 8 8 x x 5 16" x 240.0 5/16 x 52.5 8 8 x 1 4„ x x 1/4 x 240.0 25.6 (TYP U.N.) A307 BOLTS SP-1 4 4 0 A325 0.750 2.50 RF3-7 4 A325 0.625 2.25 (TYP. U.N.) SU-2 4 4 0 A325 0.625 2.25 RF3-8 4 A325 0.625 2.25 1 0 0 24.0/24.0 0.250 28.2 8 x 5/16" x 32.3 FLANGE RF3-9 4 A325 0.625 2.25 0 1 I I RF3-2 24.0/21.1 0.165 123.1 5 x 1 /4" x 240.0 5 x 1 /4" x 123.1 BRACE TABLE I ° _ ° _ ° 21.1/16.0 0.135 216.0 5 x " 1/4 x 240.0 5 �� x 3/16 x 216.1 FRAME LINE 2 - 16.0/16.0 0.135 172.6 5 x 1/4" x 30.6 5 x 3/16" x 172.6 0 ID SIDES MARK LENGTH OFFSET �il�'Iw �® 1/2•xl 1/4• A307 BOLTS RF3-3 RF3-4 16.0/16.0 16.0 .16.0 0.135 0.135 234.9 174.9 5 5 x x 3/16" x 234.9 3/16" x 174.9 5 5 x 3/16" x 3/16 " x 234.3 x 174.3 1 1 FB41A 3'-5" 2'-8" ° RF3-5 16.0/16.0 0.135 232.6 5 x 3/16" x 208.6 5 x 3/16" x 232.6 2 1 ` FB44.5A 3'-8 1 /2" 2'-8" A SECOND FLANGE FLANGE BRACE SEE FRAME CROSS 16.0 21.1 0.135 216.0 5 x 3 16" x 240.0 / 5 x 3 16" / x 216.1 3 1 FB43A � 3-7 2'-8 BRACE IS REQUIRED O�NNLLYY IF '(2)' IS NOTED IN�HI 21.1 /24.0 0.165 123.3 5 x 1 /4 x 122.3 5 „ x 1/ 4 x 123.3 1 FB40.5A 3'-4 1 /2" 2'-8" FLANGE BRACE TABLE. SEE FRAME CROSS SECTION F. COLUMN/RAFTER RF3-6 24.0/24.0 24.0/12.6 0.188 0.135 28.2 240.0 8 8 x x 5/16" x 32.3 5/16 x 52.5 8 8 „ x 1 /4" x x 1 /4 x 25.6 240.0 5 6 1 _ F641.5A 1 FB40A 3'-5 1 /2" ,. 3-4 2'-8" ,. 2'-8" FOR LOCATIONS. 6 BOLTS TOTAL_ 12.6/11.4 0.135 25.4 8 x 5/16" x 240.0 ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY RF3-7 W12X40 RF3-8 W12X40 RF3-9 W12X40 EB-4 8.5 13.5 0.120 120.5 5 x 1 4" x 120.5 5 x 1 4" x 120.5 SSRCB 4� 32'-4" �f- 4 3/4" tF 24 Go. DOUBLE LOK. Galvalume �4` 11 9/16 2 ® 1'-0 9/16" 32'-11" 4 3/4" 1'-11 13/16" 20 ® 2'-6" 20 1'-0 1 16" �1 1'-11 13/16" Q1 /2" 16" ® 2'-0" 4 ® 2'-I91 • o _ I LO 2'-0" a 2'-4" M '.I 1 � in N I' 4'-3 1 /2" V-3 1 /2" 0 GENERAL NOTES: * NOTICE TO ERECTOR ---------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing mu6t be installed prior to exterior finishes beinq applied. MAIN FRAME ELEVATION: FRAME LINE 2 NOTE: SEE PAGE 15 FOR SECTIONS THES" PL UIS AINID ALL PROPOSE-D ARE SUUJE> T TO ANY CORRREC T MNS 1-EQUIRED BY FIELD INSPECTORS THAT NIAAY BE NECESSA�Y IN ORDER TO C Mr- I.Y WITH ALLAPPLICOA E CGLES. I REV. I DESCRIPTIONS I DATE I DTLR I DATE I CHKR I APPD I I I FINAL ERECTI❑N EX] FOR CONSTRUCTION I I FOR APPROVAL I I OTHER, EXPLAIN 1/2" 12 4'-3 1 / 3'-3 1/ c r WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 &�-�*.RE. ,Qi %C E JVR'* � 11 4F 61323 15" STATE OF ,? 7 , VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST. CORP. PROJECT PURSIUT BOATS MAIN FRAME ELEVATION ID 24590 DESIGN, ZJM DRAFTi JDH CHECK PROJECT FORT PIERCE FL 34946 DATEt 2/ 7/17 ISHEET 6 ADDRESS SPLICE BOLT TABLE Mark Top Bot Int Type Did Length SP-1 8 8 2 A325 1.000 3.50 SP-2 4 4 0 A325 0.750 2.50 SP!3 4 4 2 A325 0.750 2.50 FLANGE BRACE TABLE FRAMELINE 3 4 D ID SID#ES MARK LENGTH OFFSET 1 1 FB46.5B 3'-10 1/2" 2'-8" 2 2 FB67B 5'-7" 3'-8" 3 1 F1349.513 4 -1 1/2 2'-8- 1 _ FB43.5A 3'-7 1/2" 2'-8" 5 1 FB45.5B 3'-9 1/2- 2'-8" 1 F847A 3'-11" 2'-8" Q1/2' 12 TMtMtftYP. FLANGE BRACE / GIRT CONNECTION Mark OFFSET 1/2'xl 1/4' (TYP. U.N.) A30, BOLTS RF4-1 (TYP. U.N.) I0 o o f o RF4-2 \ RF4-3 PURIN/ \ GIR \ \� A307 BOLTS RF4-4 A SECOND FLANGE) Lr"rnvUr- DKMLL BRACE IS REQUIRED ❑NLY SEE FRAME CROSS IF '(2)' IS NOTED IN f H� FLANGE BRACE TABLE. R.F. COLUMN/RAFTER RF4-5 SEE FRAME CROSS SECTION 6 BOLTS TOTAL_ FOR LOCATIONS. RF4-6 ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY EB-3 ryeD ue to vveD date UUtsiae W rlange x Thk x Length Inside W rlange x Thk x Len th Start End Thick Len th 15.050.0 0.313 239.5 8x 1/2" x240.0 8x 1 2 x29.9 50.0/50.0 0.375 54.8 8 x 1/2" x 52.2 8 x 1 /2" x 12.0 8 x 1/2" x 58.5 47.0/34.0 0.313 180.2 8 x 3/8" x 240.0 8 x 1/2" x 180.7 34.0/22.1 0.313 120.0 8 x 3/8" x 58.2 8 x 1/2" x 120.5 22.0/22.0 0.188 120.0 8 x 3/8" x 240.0 8 x 5/16" x 120.0 22.0/26.8 0.165 240.0 8 x 3/8" x 180.0 8 x 5/16" x 240.0 26.8/28.0 0.165 60.0 8 x 5/16" x 58.9 28.0/26.8 0.165 60.0 8 x 3/8" x 180.0 8 x 5/16" x 58.9 26.8/22.0 0.165 240.0 8 x 3/8" x 240.0 8 x 5/16" x 240.0 22.0/22.0 0.188 120.0 8 x 5/16" x 120.0 22.1 /34.0 0.313 120.0 8 x 3/8" x 58.7 8 x 1/2" x 120.5 34.0/47.0 0.313 180.7 8 x 3/8"' x 240.0 8 x 1/2" x 181.2 50.0/50.0 0.375 54.8 8 x 1/2" x 58.5 8 x 1/2" x 12.0 50.0/15.0 0.313 239.5 8 x 1/2" x 52.2 8 x 1/2' x 229.9 8 x 1/2" x 240.0 7.5/ 12.5 0.120 120.4 5 x 1 /4" x 120.4 5 x 1 x 120.4 SSRCB 32'-4"� 3/4" 32'-11" I'24 Ga. DOUBLE LOK, Galvalume �� 4 3/4'� 11 9/16' 2 ® 1'-0 9/16" 32'-11" 1'-I.1 13/16" ^ 20 ®2 6" 2 ®1' -0 111 111i �i 16 20 2 6 1'-11 13/16- 6"- ® 4'-8 1 6 1/2' 12 2 Strut RF4-3 R174-4 j!1 N W 4 C. RF4-5 ' 0. THESE PL AuNIS ND ALL PrIOPGSEC W011K 00Uj ARE SUBJECT TO ANY CORRECTIONSLn � m� REQUIRED BY FIELD INSPECTORS THAT co NIAY BE N EOJESSARY IN 0310TR TO ' � � I 4'-3 1/ CJPAPLf WITH All API-LI• AB E C:✓ M& � a V-3 1 / ..;, s .:. �., .. � � - 1. .r _ "`•I MAIN FRAME ELEVATION: FRAME LINE 3 4 GENERAL NOTES: * -NOTICE TO ERECTOR ------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL,,flonge braces and wind bracing must be installed prior to exterior finishes being applied. � 9 lei` l$`Se'-"FP r° � Y•l E I FINAL ERECTION EX] FOR CONSTRUCTION E I FOR APPROVAL E I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL,.GA 3162Q m. %'�'. • r►� NSA •.� �/ _ No. 61323 „S • STATE OF - 01" Iiv 'K DAVIS C❑NST. CORP, PROJECT F°URSiUI BUATS MAIN FRAME ELEVATION ID 24590 DESIGN1ZJM I DRAFT, JDH CHECK, ZJM PROJECT FORT PIERCE FL 34946 DATE, 2/ 7/17 ISHEET 7 ADDRESS DETAIL ➢� 'A' H12 MEMBER FASTENERS PANEL FASTENER SPACING AT EAVE STRUTS EN➢LAPS, GIRTS, AND BASE. #14 STITCH FASTENERS �\ ZONE 5 - _BX- O/C MAX. \ ZONE 4 - 2 ALL GIRTS EV _ 20_- JI.C. MAX. BETWEEN GIRTS � DETAIL 4 = ZONE 4 5 = LONE 5 DIM W = 10.1 FT 'AVP' WALL PANEL FASTENER LAYOUT 36' 12' 12' 12' ao 6' 6' 2-5/16' I 'AVP' WALL PANEL PROFILE - i ROOF SLOPE 0 TO 7" WALL FASTENER DETAIL PLAN PGBLESS7 , � 24' N❑MINAL COVERAGE _ . 6-1/2' 1-1/ 1p - 1/2' ® 19 0-3/8' �8- DIM A = 10.1 fT 24 GAGE DOUBLE L❑K ROOF PANELS THE S" INS AND ALL P R 0 P 0 S 7 D Wt%Jej4a ASS SU1RJECT TO ANY CCRREM ONS l"CUIRED BY FIELD INSPECTOR; THAT M' AY 2-E hIECESSfi,u,'Y IN CFtME R T C C^ sir L'd WITH ALL AP;:'L,.CAS E Gci3,ES. REVISIONS 1JKAWINV S I A I US VULCAN STEEL STRUCTURES, INC REV. DESCRIPTION, DATE I )TLR DATE CHKR I APPD E I FINAL ERECTION PROJECT PURSIUT BOATS EX] FOR CONSTRUCTION ID 24590 - -- --- - E I FOR APPROVAL - PROJECT E FORT PIERCE FL 34946 I OTHER, EXPLAIN ADDRESS WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 a ffy 6V . 61313 % STATE OF t i� yt�;e�w ew ``,AW � IAV RK DAVIS C❑NST. CORP. Im EB-2 BEAM 10'-0 1/2" EB--3 BEAM 10'-0 7/16" EB-4 . BEAM 10'-0 1 /2 EB-5 BEAM 10'-0 7/16" P-1 10X25Z15 33'-1 1/2 P-2 1OX25Z16 25-3 1/2"" P-3 10X25Z16 30'-3 1/2 P-4 10X25Z16 28'-9 1/2" P-5 1OX25Z15 33'-1 1/2" P-6 10X25Z16 28'-9 1/2" P-7 12X35Z14 28'-9 1/2" P-8 12X35Z14 29'-3 1/2" P-9 12X35Z14 24'-3 1/2 P-10 12X35Z12 33'-1 1/2" P-11 10X25Z14 33'-1 1/2" P-12 1OX25Z12 30'-3 1/2" P-13 10X25Z14 30'-3 1/2" P-14 1OX25Z14 33'-1 1/2" P-15 10X25Z15 28'-9 1/2- P-16 10X25Z14 30'-3 1/2 P-17 10X35Z14 30'-3 1/2" P-18 10X25Z13 30'-3 1/2" P-19 1OX25Z16 30'-3 1/2" P-20 10X25Z16 25'-11 1/2" P-21 1OX25Z14 25'-11 1/ P-22 1OX25Z16 30'-3 1 2" P-23 10X25Z13 30'-3 1/2" P-24 10X35Z14 30'-3 1/2" P-25 1OX25Z14 30'-3 1/2" P-26 10X25Z16 25'-11 1/2" P-27 1OX25Z14 25-11 1/2- E-1 10E375D14 29'-11 1/2 E-2 1OE375D14 19'-11 1/2" E-3 10E375D14 24'-11 E-4 10E375D14 1/2" 25'-7 1/2- E-5 1OE375D14 25'-7 1/2" E ;8 10E375D14 29'-11 2" E-7 12E275D14 25'-7 1/2 " E-8 12E275D14 24'-11 1/2" E-9 12E275D14 19'-11 1/2" E-.10 12E275D12 29'-11 1 2" ST-1 P6x.169 24'-10 1 /16" CB-1 0.250CBL 27'-2" DB-1 L3X3X316 13'-1 11/16" DB-4 L3X3X316 13'-5 1/2- DB-7 L3X3X316 13'-3 3/8" DB-12 L3X3X316 28'-3 9/16" DB-13 L3X3X316 45'-0 7/16" DB-16 L3X3X316 13'-11 15/16" BM-1 W.10X15 T.B.D. IF51I] ' BRACE CABLE ASSEMBLY CABLE HARDVARE FACTORY ATTACHED '4 SYM ETMCAL AT BWH ENDS CANOPY LAP EB-5 i C, 1 4 K 4 4 PURLIN LAP 3'-1 3/4� 1'-1 3L 3'-1 3/4' 1 -1 3/4' EB-4 EB-3 I 1. I 3•-1_�-'1-- 3'-1 3/4' EB-2 EB-1 m°NMEI���I I 'I'�15T.CT�.6JIM •!I■ ■I �M �� I .:�l �� (���� M� ������I■ al����l■ 01 ■� - ; i .. I■ 1 ■I��If��l �► I■ ■El I i�■II � ■IL�i�i I■ is ■I����������I■m��I■ �I��l�IF1s_�I���ii��v��l I I� I I� �Is.�sura:�ll1♦;�3�111i> �l�l��.��ati-►-1� •II����I� 01 0I :� . I■ ii ■I MEN �I II I■ Rf1-O G-1 Rro-O L-L - -0 L-J 3'-1 2ZI 2•-1 3T Y-1 3/4' ROOF FRAMING PLAN EXTENSION CANOPY BOLTS ROOF PLAN MARK QUAN TYPE DIA LENGTI- EB-1 4 A325 5 8 2 1 4 EB-2 6 A325 3/4" 2 1/2' EB-3 6 A325 3/4" 2 1/2 EB-4 6 A325 3/4 2 1/2' EB-5 4 A325 3/4" 2 1 2' SPECIAL BOLTS ROOF PLAN 0 ID QUAN TYPE DIA LENGTH WAS] 1 2 A325T 1/2-- 1 1/2" 0 2 4 A325T 1/2" 1 1/2" 0 _1 3 4 A307 1/2" 1 1/4" 0 4 2 A325T 5.8" 2 1 4" 0 NOTE: FIELD LOCATE BM-1 FOR FAN SUPPORT J - -4 R -6 FLAT STRAPPING (TYP.) 3/4' NOTE: SEE STRAPPING DETAIL ON SHEET 16 PIANS AND ALL �l�i� �t H .r � RIOPOSo v6+`oi�i1a �,JOJECT , O ANY 0C��1IEC•s ONS Ir'QU[RED SY FIELD 114SPECTORS THAT rVIA"Y?�J�E'/]E Et"'JE STH AU gARY IN OR -L)EI9 TO LE VULCAN STEEL STRUCTURES, INC E I FINAL ERECTION PROJECT PURSIUT BOATS EX] FOR_ C❑NSTRUCIIDN ID 24590 E I FOR APPROVAL PROJECT E I OTHER, EXPLAIN ADDRESS FORT PIERCE FL 34946 WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 3162200/'^ 1 �&��wa�xf, S/W1-7 .�+ft E. �y No. 61323 � '/ „41* / STAT& OF 1. 0 k # i A- �I/ 2K DAVIS C❑NST, CORP. I THES— PLANS AND ALL PkR1/ pJ{{S�.[) vMR-1� ARE SUBJECT TO ANY Copt j'jcC�7 i�. �Ip PLCUIRED B�Y FIELD rr4,rr" [c;To Zs THAT l� Y BE NECIySSARY IN 0 RD RIi TO C0i"elPI_Y W- ITFI A1.L A! 3PLI-, k, w CODfS. __Ix ROOF SHEETING PLAN 4�n Panel Start Panel Start PANELS: 24 Ga. DOUBLE LOK — Galvalume "ERECTOR PLEASE READ THIS NOTE BEFORE STARTING ROOF SYSTEM INSTALLATION'S CANOPY ROOF SHEETING PLAN ERECTOR NOTE PANELS: 26 Go. PBR — Galvalume BEFORE STARTING OR INSTALLING THE STANDING SEAM ROOF SYSTEM. YOU MUST FIRST READ do REVIEW THE ROOF MANUFACTURER'S TECHNICAL/ERECTION INFORMATION MANUAL FOR THIS SPECIFIC ROOF SYSTEM - IF THERE IS ANY DEVIATION BETWEEN THE ROOF SYSTEM DETAILS SHOWN IN THESE `ERECTION DRAWINGS do THE ROOF MANUFACTURER'S ERECTION INFORMATION MANUAL. REVISIONS THESE ERECTION DRAWING DETAILS WILL GOVERN. REV. DESCRIPTION, RF1-6 1. 14-0 .J RF3-6 RF4-6 L 14'—D" �I RF4-6 i 14'-0' �I CLEAR 1 CLEAR , CLEAR R172-6 GIRT 5-1 38 3'-1 3/4� LAPS 3'-1 Tp 3'-1,3/4' SIDEWALL FRAMING: FRAME LINE I 4 4 4 4 4 (Gutter with 7 downspouts) 9 1 1 7 6 9 1 1 ❑ F 10 — N — N — — N — — — � — — — — — - N 0I� — — M 1 N — M I N — — M I 'N — 10 1 N — — M I N — — M I N — M I N — — I N — 1 N — — - N 0I , — — — i — — — — — - N �I , — — I N — I N — — I N , — N — — 7 1 — — — 7 — — 7 — N I� — — I I I NI i I I N I- I� , — 1 — 2 JTA 1'-5" 3 JTA 20'-3" 4 JTA 1'-5" 5 OAT 20'-3" 6 OAT 1'-5- 7 XFL-272 10'-3" 8 XFL-272 11" 9 SSCB 6" 10 FL-245 6" 11 FL-246 10" 12 JCT 14'-0" 13 JTA 10'-3" 14 JCT 14'-8" TNT s3iA.NS AND AL P C'POK �r't„1i� AREE SUBJECT Tip ANY CORRECTIONS RECU RED BY FIELD rNSIPECTORS, THAT Ed1`;Y BE NECESSARY IN OREDER TO C0 �Z"mY V7IT1-I A— L L APPLI - 8 L E 01 S. aPo+FOR MAnffik OR MATER& IN I I BY MEn "` I I ° MR �'11r omets FOR I I °� aTMERS 1----L-------L---------------1-------L-----I-------J---J Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE I Panel Start PANELS: 26 Ga. AW —ALMOND 1171ELE COPY GENERAL NOTES: (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD, BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISI❑NS DRAWING STATUS VULCAN STEEL STRUCTURES, INC (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL UT BOATS IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT URSI AL ERECTION PROJECT [ ] FINAL P DATE C REV, DESCRIPTION, DATE DTLR HKR APPD N ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES EX] FOR CONSTRUCTION ID URSI _ _ _ _ INCLUDED FOR THE FULL LENGTH OF THE WALL. NON -UNIFORM GIRT SPACING OR RESULTING E ] FOR -APPROVAL PROJECT FORT PIERCE FL 34946 APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.4590 E ] OTHER, EXPLAIN ADDRESS TM49 vvr— 1 WF-2 vvL'tuoz W18882 co —/ 20'-11 5/16" DJ-1 WBX10 14'-8" DJ-2 W8X10 14'-8" DJ-3 W8X10 15'-7" DJ-4 W8X10 15'-7" DH-1 C8X11.5 14'-0 1/2" E-1 10E375D14 29'-11 1/2" E-2 10E375D14 19'-11 1/2" E-3 1OE375D14 24-11 2" E-4 10E375D14 25'-7 1/2 " G-31 8X25C16 7'-4" G-32 8X25Z16 7'-4" G-33 8X25Z16 7'-4" G-34 W8x10 29'-11 2" G-35 8X25Z14 33'-1 1/ 2" G-36 8X35Z12 33'-1 1/2" G-37. 8X25C16 7'-4" G-38 8X35Z14 10'-6" G-39 8X35Z12 10'-6" G-40 8X25C16 19-11 1/2" G-41 8X35Z15 25'-10" G-42 8X35Z13 25'-10" G-43 8X25Z16 26'-3 1/2" G-44 8X35Z14 26'-3 1/2" G-45 8X25C16 2'-8" G-46 8X25Z15 31'-3 1/2" G-47 8X35Z15 31'-3 1/2" G-48 8X25C16 7'-0" G-49 8X25Z16 10'-0 1/2" G-50 8X25C16 3'-0" G-51 W8x10 25'-7 1/2" G-52 8X25Z15 28'-9 1/2 G-53 8X35Z14 28'-9 1/2 G-54 8X25Z16 7'-4" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 y� oe %C EN4m NO S 44 No. 61 23 : ff DL •• • S41 TATE OF tcx RK DAVIS C❑NST, CORP. SIDEWALL FRAMING DESIGN, ZJM I DRAFT, JDH I CHECK, ZJM DATE, 2/ 7/17 1 SHEET 11 —3 1/1 V-1 3/IF 3'-1 3L, 3'-1 3/4' 3'-1 3/4' Q SIDEWALL FRAMING: FRAME LINE A Q Q T ! I I (Gutter with 7 downspouts) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '� — — :r — a — — — — — — — — — — < — — :r — < — — i, — i% — — al 11l f 1„1 m I m I rn 1 m I 1 -r1 T� i7 ai rn m n Cono i�7 - -- 'In T7 — _ •' io �I i7 �' n .- -- .I i7 '' i7 — 'I T� .I iO — •i i�1 -- �i i7 •i i7 — �i 17 i7 — in —� i'f I .� a F I I OPEN FOR MIATSUM- OPEN FOR MATERIAL BY OTHERS BY OTHERS L------------L-----� 1 �Panel Start OPEN FOR MATERIAL — BY OTHERS L--------------------------j SIDEWALL SHEETING & TRIM: FRAME LINE A 1g'-1Q� PANELS: 26 Go. AVP — ALMOND Panel Start GENERAL NOTES: (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST IN —PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE —DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON —UNIFORM GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. REVISI❑NS REV. I DESCRIPTIDN- -3 1rr- -� 2 JTA 1'-5" 3 JTA 20'-3" 4 JTA 1'-5- 5 OAT 20'-3" 6 OAT 1'-5- 7 XFL-272 10'-3" 8 XFL-272 11" 9 SSCB 6" 1 FL-245 6" 1 FL-246 10" 1 JCT 14'-0" 1 JTA 10'-3" 1 JCT 14'-8" THE'L3'1E P'L'�AiNS^:i i4:+ipii:.gL JP1Rry�i'Qv�a7n-3J Vb��i�i ARE SUBJECT 9 V AIVifi CO vR1::C iOl�ls 'RC-QUIRED BY FILLD INSPC-C 0r,,8 THAT MAY BE t ECEPS'MI�Y IN ORDER To CCIMIi1a Y U T 1 I ALL A,'PLK"Aau Gcus. VULCAN STEEL STRUCTURES, INC YYT— 1 WF-2 YYL4U0L W18882 LJ —/ 20'-11 5/16" DJ-1 WBX10 14'-8" DJ-2 W8X10 14'-8" DJ-3 W8X10 15'-7" DJ-4 WBX10 15'-7" DH-1 C8X11.5 14'-0 1/2" E-2 10E375D14 19'-11 1/2" E-3 10E375D14 24'-11 E-5 10E375D14 1/2" 25'-7 1/2" E-6 10E375D14 29'-11 1/2" G-31 8X25C16 7'-4" G-32 8X25Z16 7'-4" G-33 8X25Z16 7'-4" G-40 8X25C16 19'-11 1/2" G-45 8X25C16 2'-8" G-46 8X25Z15 31'-3 1/2" G-48 8X25C16 7'-0" G-49 8X25Z16 10'-0 1/2" G-50 8X25C16 3'-0" G-51 W8x10 25'-7 1/2" G-56 8X25Z16 28-9 1/2 G-57 8X25Z16 28'-9 1/2n G-58 8X25Z15 28'-9 1/2 G-59 8X25Z16 31'-3 1/2" G-60 8X25Z14 25'-10" G-61 8X35Z14 25'-10" G-62 8X25Z14 26'-3 1/2" G-63 8X25Z16 26'-3 1/2 G-64 8X25Z15 26'-3 1/2" G-65 8X25C14 29'-11 1 2" 0-66 BX25Z12 33-1 1Y" G-67 8X35Z12 33'-1 1/2" G-68 8X25Z12 33'-1 1/2" G-69 8X25Z15 33'-1 1/2" G-70 I 8X25Z13 I 33'-1 1/2" WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 1I � SI f a . 61 23 i STATE OF : t 5;0 I I FINAL ERECTI❑N PROJECT PURSIUT BOATS I SIDEWALL FRAP EXI FOR C❑NSTRUCTI❑N ID 124590 1 DESIGN-ZJM C I FOR APPROVAL PROJECT 1 DATE, 2/ 7/17 1 1 OTHER, EXPLAIN FORT PIERCE FL 34946 ADDRESS /M ` / 1�. ST. CORP. ZJM FRAME LINE 1 OID PART LENGTH DETAIL A I 1 JTA 20 -3 TM49 101-0• 130'-o•our-To-our of STEEL 2 JTA 1'-5" TM49 c E F c 3 JTA 20'-3" 30'-0• 25•-0• 1s'-o• 3o'-a• 30•-0• 4 JTA 1'-5" 5 OAT 20'-3" Q 1/2 6 OAT 1'-5" HW7720 NW7720 7 XFL-111 20'-3" TRIM-1.901/2° 8 XFL-111 5'-4" TRIM-190 � T 1 ' XFL-115 5,4" 1-81/4' —� 1 1FL-120 1'-6" • 4'-0 3/4• � FTI FLANGE BRACE TABLE FRAME 1 F+ -I - #LINE sl E x s V ID IDES MARK LENGTHOFFSET v 1 3 2 2^ G— — G— —1 I I I I I MEMBER TABLE a I �-- � FRAME LINE 1 N - -1 - MARK PART LENGTH I EB-5 BEAM 10 -0 7 16 4'-0 1/2• I I I I I I EC-1 WBX31 24'-3 5/8" - -6 -1 I _1 - 3'-3 1/2- I EH EC-3 W8X31 EC-4 W8X31 25'-6 11116" 24'-3 5 /8� — — — G-12 - G-1 8X25C14 29'-3 1/2 PING G-3 8X35Z13 33'-1 1/2" —r —-------- —__ — — --- — — — — — ------------ G-4 8X25Z16 33'-1 1/2" x------_--- x------ x x G-5 8X25C16 24'-11 1 2" EC-1 EC-2 EC-3 EC-4 G-6 8X35Z15 31'-3 1Y" GIRT G-7 8X35Z14 31'-3 1/2" LAPS 3-1 371 3-1 3/4' S-, 3/4' 3-1 3/4• G-8 8X25Z16 31'-3 1/2" ENDWALL FRAMING: FRAME LINE 1 G-9 8X25Ci16 14'-11 1/2" c-10 8x35z16 21'-3 1" G-11 8X25Z16 21'-3 1/2" G-12 8X35C14 29'-11 1 2" G-13 8X35Z14 36'-3 1 2" G-14 8X25Z13 36'-3 1/2" n `j' q) G-15 8X35Z13 G-16 8X25Z15 33'-1 1/2" 33'-1 Y Y I 1/2- .Q 1/2- GENERAL NOTES: BE (1.� IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. (2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT INCLUDED FOR THE FULL LENGTH OF THE WALL. NON -UNIFORM -GIRT SPACING OR RESULTING APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION. ''2• 2 T H F. SEE PLd,NIS 4ND All rlPO1n9SED 91�'O; ARE wISG�JE T fli 10 ANY CORREC•!%j'S 'MQUIRED BY FIELD INSPECTORS THAT fAY RE NECESSARY I; 3 ORDER TO 4 C PA'P! f WITH AU APFPLjC�:UE GO'C'ES. 3 mj �� eo `•o- el• I I j N n in N m n in 2 �� NN M N N N N p, N N I I I I I I I I N N N N N N N N N N N N N N N N N N ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS. 26 Ga. AVP — ALMOND REVISI❑NS REV. I DESCRIPTION WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 2l�lwr o N . 613Z3 a • i A Aai'E OF t o �r4k a � DRAWING STATUS VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST. CORP, I I FINAL ERECTI❑N PROJECT PURSIUT BOATS ENDWALL FRAMING EX] FOR C❑NSTRUCTI❑N ID 24590 DESIGN- ZJM DRAFT- JDH I CHECK. ZJM C I FOR APPROVAL PROJECT DATES 2/ 7/17 SHEET 13 E I OTHER, EXPLAIN FORT PIERCE FL 34946 ADDRESS DETAIL 'A' occmum 4'M DETAIL 'B' u•. W=b awr DETAIL 'C' DETAIL 'D' REVISI❑NS REV, DESCRIPTION WEcm." Air THKME %' 4.Nb- AND ALL P7CPQSED Wo,,`'X AlU SUBJECT TO ANY Coni9cc'c ICI`!s PECUIMEL) BY FIELD INSPECTORS THAT l Y BE NECESgApY IN ORIDER TO C MPlY WITI I AL! APPLICAOLE CahJES. WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31629����� P%t�E NSF'`r.Q #�� O. 61 3 STAT e OF P �� A �' Est* • �jOC (36� 4�: ".• �Aw LKHWINU � i H i Ua VULCAN STEEL STRUCTURES, INC KK 1JA V 1J C I FINAL ERECTI❑N PROJECT PURSIUT BOATS ENDWALL FRAM: CXI FOR CONSTRUCTION ID 24590 DESIGN, ZJM C I FOR APPROVAL PROJECT FORT PIERCE FL 34946 DATE, 2/ 7/17 C I OTHER, EXPLAIN ADDRESS 14ST. UUKF'. PURLIN SPACE J E.S. TOP LEG jl r RISE ON PURLIN DEPTH NOTE TO ERECTOR: ALL 2'x24GA, MINIMUM STRAPPING, PULLED TIGHT (ND SAGS) WHITE WASH COAT TO INSIDE OF BUILDING 2'X24GA. MINIMUM FLAjllNlll-l_lM S SINGLE SLOPE ONLY L2x2xl4GA (1) #12 x 1' (POLAR VHITE) PANCAKE HEAD SCREW (TYP.) PA-XXXXXX ANGLE LTHL = PURLIN SPACE- - E.S TOP LEG + 4' - - - - - RISE ON PURLIN DEPTH ITS- OR VRATS- ERECTOR TO FIELD BEND 2 1/4' LEG TO ANGLE REQ'D T_ (D #12 x 1' (POLAR VHTTE) PANCAKE HEAD SCREV (TYPJ PURLIN STRAPPING DETAIL (TYP, @ LINE AD SEE ROOF PLAN FOR QUANTITY AND LOCATION BUILDER NOTE, KEEP ANGLES BELOW ROOF LINE, FIELD BEND TABS & ATTACH WITH #12 SCREWS EQUAL SP. OR PER DESIGN BAY SPACING x NUTEI THIS DRAWING IS FUR EXAMPLE UNL Y, SEE RUUF FRAMING PLAN FAR ACTUAL STRAP LUCATIUN ANGL ES QTY._X__ MARK RAT-X LENGTH 00'00-00' QTY--X_ MARK _RAT-X LENGTH 00'00-00' QTY--X_ MARK PA-000000 LENGTH 00'00-00' QTY,XL- MARK _PA-000000 LENGTH 00'00-00' STANDING SEAM ROOFS (TOP FLANGES ONLY) s2 1/2':12' SLOPE (1) USE FLAT STRAP WITH ANGLE AT 1st EAVE SPACE AND RIDGE ONLY (SECTION A) (2)ASCENDING DIAGONALS AT EAVE (45° MAX. FROM PLANE OF FRAME) (3)ASCENDING DIAGONALS NOT TO EXCEED 60' INCREMENTS (NOMINAL EQUAL SPACES) (4)DIAGONALS ON TOP FLANGE ONLY (5)MAX 6'-6' U.C. WITH EQUAL SPACES OR SPACES PER DESIGN - — - — c RIDGE LINE RI OF PURLIN -MAIN FRAME RAFTER EAVE STRUT EXAMPLE #P ODD # OF STRAPPING PER BAY x EQUAL SPACES +/- NOT TO EXCEED 60'-0' STRAPPING WHEN HAVING AN EVEN # DF STRAP LINES PER BAY _ s �- RTTIfTF I TNF TF����� I;L'�i+fa AND ALL P�C�fl��� �'^�� SAVE STRUT Ah� SU6jC0T TO AN't CQ� CQ`;�u�� #2: EVEN # SPACES STRAPPING PER BAY EQUAL SPACES +/- 'tRyQJIRED BY Flr-.LD 1148KCTORS RIAT NOT TO EXCEED 60'-0' NIAY € E NrE-03 SSAV IN 011110NER T Q CQ°Alf'mS' V-1i i H ALL A"'PLIwtiBLE CODES. 7F PURLIN MAIN FRAME RAFTER WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL, GA 31620 0"lvl E. 1p4h, 'ter*,>4;•*�.+,C E Ns� �A® No. 6 12 23 r sTSTE Of RGGP S TRAPPING "A " k���.:•�'� � VERSI❑N+ VER. DESCRIPTIONS DATE DTLR DATE CHKR APPD REVISIONS DRAWING STATUSof E ] FINAL ERECTI❑N EX] FOR C❑NSTRUCTI❑N E I FOR APPROVAL E I OTHER, EXPLAIN VULCAN STEEL STRUCTURES, INC RK DAVIS C❑NST, CORP.0 1 CHANGE MAX. SPACE & REMOVE BOTTOM FLANGE STRAP 08/14/14 RMS 08/14/14 1 JDR I MRM REV. I DESCRIPTI❑N� DATE DTLR DATE CHKR APPD PROJECT PURSIUT BOATS PURLIN STRAP DETAIL 2 MINIMUM ON 2'X24GA. ADDED 09/10/14 KMD 109/16/141 JDR I MRM I ID 124590 DESIGN,ZJM I DRAFT- JDH CHECK ZJM 3 REMOVED REV. REF. 09/12/14 KMD 109/16/141 JDR I MRM PROJECT ADDRESS FORT PIERCE FL 34946 DATE, 2/ 7/17 SHEET 16