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HomeMy WebLinkAboutBuilding PlansDRAWING INVLX BUILDING PROFILE Width (ft) = 60 Eave Height (ft) = 22 Length (ft) = 30 Roof Slope (Rise/12) = 1.0:12 BUILDING LOADS A) THIS IS TO CERTIFY THAT THIS STRUCTURE IN DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED.W. FBG 12 /'6TH :EDT 1 B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT - ACCESSORY ITEMS SUCH AS DOORS, WINDDWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS O TEiEl'h�ECT NOT PR01R _.... _..._ ......... -w-nue uecnunv WAI IS- MECHANICAL EQUIPMENT AND -,� ..a,-., r -• - -- - ENGINEER OF RECORD 6 t0 CONFIRM TWEE THESE'tAAOS COMPLY WITH REQUIREMENTS.. LOCAL BUILDING DEPT. rrri+vAtaci /RtSK CATEGORIC: q - 14orrncl 1Q 1.00 " WIND LOAR U nU MATE 160 MPH NOMINAL 123.94 MPH WIND EfPOSURE B �lDSfiRE 71t�E Enclosed -0.18 . / 0.18 COLLATERAL DEAD LOAD_ 1 PSF ROOF LINE LOAD 20.00 PSF (REDUCIBLE Yes ) DEAD LOAD 2.000 PSF (FOR ROOF PANELS AND PURUNS) SEISMIC SPECTRAL. RESPONSE Ss o.0580 81 0.03QD S&s 0.0619 sd1 0.0480 SiTE CLASS D DESIGN RISK CATEGORY A Ce 0.0100 ANALYSIS PROCEDURE z WI ENT LATERAL FORCF'P{ OCEI IRE SERVICEABILITY CRITERIA MINIMUM DESIGN DETECTIONS Endwo6 Column = 120 Roof Panel (Live) a 60 Endwall Rafter (live) = 180 Roof Panel (Wind) = 60 Endwall Rafter (Wind) = 180 Rigid Frame (Harz) - 60 Wall Girt = 90 Rigid Frame (Volt) - 180 Roof Purtin (Live) = 150 RIg1d Frame (SeTemic) - 50 Roof PurGn (Wind) - 150 Wag Panel - 60 10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNUG TIGHT, UNO. 11} ANCHOR BOLTS 24' IN DIAMETER 7HRU 1 1/4' 1N DIAMETER CONFORM TO AS.TM. F1554 OR.36. ANCHOR BOLTS 1 Z' IN DAMEiER'CONFORM TO A.S.T-M- A-307. D) UNLESS NOTED. .0DOt risE ON FRAMING COLOR mom ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, CABLE AND RODS SHALL RECEIVE ONE'COAT OF:STANDARD RED OXIDE SHOP PRIMER E) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) 1T iS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. GENERAL NOTES A) THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNEDAND DEiAIED;FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON 7HESE DRAWINGS. N OF OTHER .ANY ALTERATIONS TO' THE STRUCTURAL SYSTEM OR REMOVAL OF ANY • DONE -UNDER THECADVICE AND DIRECTION OF A REGISmPoNEmir PAgils, 'OR THE TERED ARCHITECT, CIVIL ORCONSTRUCTIONSTRUCNRAL ENGINEER.mAMWS OR LOADS MUST BE THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. - I 7HIS METAL BUILDING IS DESIGNED WITH THE BUlILDING 41ANUFACTURER'S'SfA OW PRACTICES ?NCH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOSIDWiNG ORGANRAIWNS AND CODES. ` - 1. M�'ERjG!N IN§OTlrrc OF to COHSIRUCitOft ' AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN' 2. �1MERlCAN IRON ANO cME -INSTITUTE:- 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS' 3. AMERICAN WELDING SDCIETY: 'STRUCTURAL WELDING CODE' AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATft.- 'LOW RISE BUILDING SYSTEMS MANUAL' C) 1) MATERIAL PROPERTIES OF On PLATE USED IN THE FABRICATION OF PRIMARY RiGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD-FORMED-SECIDONS, CONFORM 70 ASTM-A529 OR A572 . FLANGES WiTH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12' OR LESS CONFORM TO A529 WITH A MINIMUM YIELD POINT OF 55.CDD � FLANGES GREATER THAN. 1' IN THICKNESS OR 12' IN WIDTH CONFORM To A572 WITH A" MINIMUM YIELD 2) PONT OF 50,000 MAiERAL PROPERTIES OF PIPE WEB SECTIONS' CONFORM AS1M-A500 GRADMINIMUM WITH INIMUM YIELD ,000 psL POINT OF 42.000 Pei. 3) MATERIAL PROPERTIES OF TUBE SECTIONS CONFORM TO ASTM-A500, GRADE B WiTH A MINIMUM YIELD POINT OF .46.DDO PA 4) MATERIAL PRDPERM OF HOT ROLLED CHANNEL AND ANGLE MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A529 Y WITHMINUMM IELD POINi OF 50.000 PSI.'HOT ROLLED'W-SHAPED MEMBERS CONFORM TO THE IREOU1FtF7dENi8 OF ASTM-A992WI H MINIMUM YIELD POINT OF 50,000 PSL 5) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTM A653-M GR 55 OR A1011-D4 HSLAS GRADE 55 WiTH YIELD OF 55,OOD PE. . OF ROOF/WALL SHEETING. BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH6) = PRWERT MATERIAL 55X AWMINUM NYIELD PONS OF 50,NCC:ALLOY IN ACC011DANCE WLBR AZ55 S ECIFICAAO & REQUIRED BY D COATING OF BASE 7) CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475, CABLE BRACING IS TO BE INSTALLED TO A TAUT CONDITION. B ROD UTILIZED FOR BRACING MBERS CONFORM 70ASTM-A36. WITH MINIMUM YiELD POINT OF 36,000 PSI. 93 E,ITT IS THE R6PONSiBIUTY OF ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WOH APPLICABLE 'RISC SPECIFICATION FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS". ALL A-325 BWS W PRIMARY MFILMING MUST BE 'SNUG-71GKr. EXCEPT AS FOLLOWS: FRMISION' A-325 'BQLM IR o) BUILDING LOCATED IN A HIGH SEISMIC AREA FOR IBC -BASED CODE, 'HIGH SEISMIC AREA' IS DEFINED AS 'SEISMIC DESIGN CATEGORY" OF v, 'E' oR 'F'. b) BUILDING SUPPORTS A CRANE SYSTEM WiTH A CAPACITY GREATER THAN 5.00 TONS. c) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS - REVERSALS ON THE CONNECTIONS. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS 'A-325 - SC'. 3) BE LEGIBLE AND UNAMBIGUOUS. 8) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C YANUFAL'IURER RESERVES THE RIGHT -To R6UW DRAWINGS WiTH EXTENSIVE OR COMPLEX CHANCES REQUIRED TO AV01B MISFABii1Gi10HL THIS MAY DIRACT THE DELIvMY SCHEDULE _ D) APPROVAL OF THESE DRAWINGS .IN dixES CDNCWSIVEILY THAT. THE MANUFACTURER_ HAS CORRECTLY. . L ED. THE coed GT `REQ�HENTSc AND FURiHI R CONSTITUTES AGREEMENT IRAT VM- BU LDING AS DRAWN OR AS.ORAWN WiTH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO'BE SUPPLIED BY' MANUFACRIRM" E) ANY. CHANGES NOTED ON -THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONiRAC>•`BERYEEN MANUFACTURER -AND iTS CUSTOMER ARE NOT BINDING ON MANUFACTURFit UNLESS SUBSEQUENTLY SPECFICALLY ACKNOWLEDGED AND AGREED TO iN WRITING 13Y CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES.THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMII IED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHiTEC , ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING:NOTES. AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BEiWEEN MANUFACTURER AND iTS CUSTOMER SAFETY COMMITMENT A) THE BUILDING MANUFACTURER HAS A COMMIiMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SiTE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. B) R is STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE C) LOCAL, STATE AND FEDERAL SAFELY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND -MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. D if MEETINGS HIGHUGHTING'SAFE& PROCEDURES ARE ALSO RECOMMENDED. THE USE OF WARD:HATS, RUBBER. SOLE SHOES FOR ROOF WORK. PROPER EOUIR M NT FOR HANDLING MATEtAI, AND SAFER' NETS W i RE APPLICABLE, ARE RECOMMENDED. -- ERECTOR / CONTRACTOR RESPONSIBILITIES A) IT IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS . COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM 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 A CONSTRUCTION PROJECT. B) THE CONTRACTOR MUST SECURE ALL REQUIRED, APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. C) APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS, OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT 4*1.AISC._CODE OF.'SANDARD PRACTICES; 13TH.ED) D) 'WFffRE DISYREPANCIES `:E]OST BEOYEDR iH E MANUFACRIRM STRUCTURAL STEEL PLANS AND THE'PIANS FOR OTHER TRADE$, 7H!£''(RUDTURAL STEEL PLANS, SNAL_L:GOVE RN. (SEPT., 3.3 RISC CODE OF STANDARD, PAhCi10E I ED.) E) DESIGN COiRSiDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED'DY"THE BUILDING MANUF/ICTUAER:ARE THE RESPONSORY OF THE CONfRAVICIRS AFID'FNgNEERS OTHER THAN THE BUILDING MVNUFACT- URER$ ENGINEERS UNLESS'SPECIFICALLY INDICATED. FLORIDA PRODUCT APPROVAL NUMBER PBR ROOF PANEL 15998.2 REV. PBR WALL PANEL 17662.2 3070 WALKDOORS +50/-50 PSF 17900.1 SKYLIGHT (PBR) 15531.1 RIIN:F VFW 12865.1 IT B THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES NOT PROVIDED BY MBM TO THEIR LOCAL PERMNTING OFFICE ALL ACCESSORIES MUST COMPLY AND MELT ALL DESIGN REQLAREMMTS PER LOCAL CODES ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON INS PROJECT HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE DOOR SYSTEM. ANY CHANGES TO THE INFORMATION SHOWN HERE WOULD REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT. _ F) THE ERECTOT(/CONIAACTOR IN,RESP.ONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCATEO WORK IN COMPLIANCE W THE BUWM'MANUFACNREYS' Wg CONSTRUCTION DRAWINGS. G) PRODUCTS SHIPPED TU ERECiOR/CONTRACTOR OR HIS CUSTOMER SHALL BE INSPECTED BY ERECTOR/CONTRACTOR IMMEDIATELY UPON ARRIVAL: CAMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE SENT TO THE MANUFACTURER IN WRITING WITHIN' FIVE (5) DAYS AFTER RECEFT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE EREL`iWCO_ NWACTOR LEARNS OF THE DEFECT. THE MANUFAGNRER WILL NOT .BE ABLE FOR ANY DEFECT UNLESS CLAIM IS MADE-W" ONE (1)".YEAR AFTER DATE OF -THE- ORIGINAL SHIPMENT -BY THE MANUFACTUREi -0 CONTRACTOR OR HIS CUSTOMER THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY CONTRACTOR. IF A DEFECT iS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF THE MANUFACTURER THE CONTRACTOR MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER WILL REIMBURSE THE CONTRACTOR FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS IN TO LINE. MODERATE AMOUNTS OF REAMING,CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORTAGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CAM. H) ALL BRACING AS SHOWN AND PROMOED By THE MANUFACTURER MR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE - I) TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, DRAM. FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST PAGE DESCRIPTION 0 COVER PAGE 1 ANCHOR BOLT LAYOUT 1.1 ANCHOR BOLT DETAILS 12 ANCHOR BOLT REACTIONS 2 ROOF FRAMING LAYOUT 2.1-2.4 RIGID FRAME CROSS SECTION 3 SIDEWALL FRAMING LAYOUT 4 ENDWALL FRAMING LAYOUT 6 ROOF PANELS & TRIM 6.1 ROOF PANEL DETAILS 7 SIDEVIALL PANELS &•TRIM 7.1 SIDEWALL PANEL DETAILS 8 ENDWALL PANELS & TRIM 8.1 ENDWALL PANEL DETAILS 9 SPECIAL DETAILS 10 ROOF INSULATION LAYOUT 10.1 WALL INSULATION LAYOUT 10.2 INSULATION DETAILS REFERENCEED BUILDING CODE rT FOR OCCUPANCY (RISK), CATEGORY I OR II, IBC PROVISIONS 1NDrATE THAT SINGLE-SRNiY BUILDINGS SHALL HAVE 'NO DRiFT LIMO' PROVIDED THAT INTERIOR WALLS, PARTITIONS, CEILINGS AND EXTERIOR WALL SYSTEMS HAVE BEEN DESIGNED 70 ACCOMODATE THE SEISMIC STORY DRIFTS.__ INiERiOR WALLS, PARTITIONS, CEILINGS OR EXTERIOR SYSTEMS NOi PROVIDED BY MBM SHALL BE DESIGNED AND DETAILED BY OTHERS TO ACCOMODATE THE SEISMIC STORY DRIFTS. SS A BE P Wayne Brad Baker; P.E. 235 Sanders Road Hahira, GA 31632. FRAMING COLORS F591d F. ® RO - RW Qd& OP -Ire) yf 1- nww braes® CZ - Tea Zil k4c 17-0-1 CA. Pur. iYSR Jmb RB. W R SWROtt®®ram®r--FlOjor-A c SMOHtOO®®DEC I) secnotL®17-0-117-im-I®®®FF ®®®QZ SWITO& ® ®FF E SL91t®®®®®®L:F R SLC M F--I M EKIM F W SEC- M= [M ®®MC WHEN GALVANIZED PROVIDED: ALL FINISHED PRIMARY BUILT-UP AND HOT ROLL MEMBERS ARE HOT DIPPED GALVANIZED. ALL SECOND) COLD FORMED MEMBERS ARE PRE -%AVM LOADS COMPARABLE IN WTDM TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. COLORS: (SECT. 7.10.3 AISC CODE OF STANDARD PRACTICE, 13TH ED.) J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN,MATEMAL AND WORKMANSHIP OF FOUNDATION. ANCHOR BOLT ROOF: COLOR PLANS PREPARED BY MOM ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED wars TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. IT IS RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE WOLM COLOR PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT, BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE GRILL'CONCRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM, OTHER IMPOSED LOAD, AND THE HAVE COLOR BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE (MBMA 06 SECTIONS 3.2.2 AND A3) CONROt COLOR K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION, NOR DOES . MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. MINED OPENINas: COLOR COMPONENTS & CLADDING unfactored cLRmt COLOR Wall Feld Values - 42.113 psf /-45.623 psf DOWNSPOUTS' COLOR Wall Edge Values = 42.113 psf / 56.046 psf Mr- COLOR -7 r 1-7 DRAWING STATUS LI R Mc ®�QR PERMIT:. THESE DRAWINGS, �EI1dG FOR PE. (RMIT ARE KINGSTU/ RE NOT FINAL jN THIN nA�S A MINIMuN+ NIECE NOT IDENT1�r''IIED.,,C!DiLY DRAWINGS ISSUED ' FOR CONSTRUCTION CAN BE CONSIDFJREO AS COMPLETE ❑FOR CONSTRUCTION: THESE DRAWINGS ARE FINAL AND ISSUED FOR FIELD :USE FOR BUILDING ERECTION w Q Y U to CO H'7 J W W U af W_ 0- Of O LL LJ H U) m O D ^7 t, lA U Z J W W Y U m 00 ") 0 O M U J Li 2 O Y W W ~ W Ln 0f Z U O J � Z 00 O O O JOB NO : 5735 DAl t 2 4 19 BY SCALENONE TITLE COVER PAGE NUMBER : PAG E 0 Dia= 5/8" Dia= 3/4' WALL PANEL #12 SCREW (6 PER PANEL) BASE GIRT DBL DRIP ' TRIM d MU 'WALU (BY, OTHERS) nBS 1 30'-0' OUT —TO —OUT OF STEEL 2 1'-0. IN d� . ' ANCHOR BOLT PLAN O CUSTOMER NOTE! NOTE: All Base Plates ® 100'-0" (Unless Noted) i ' d ' d• • ,d as d f • . NOTE: ALL FIELD LOCATED FRAMED OPENING LOCATIONS SHALL BE AT THE DISCRETION OF THE I 8" ERECTOR/CUSTOMER. IT IS RECOMMENDED THAT CUSTOMER VERIFY THESE ANCHORS BE LOCATED AT TIME OF ERECTION. FLOOR 100,-0 FIE(LLD OCATE- WALKDOORS (1) 3'-0" x 3'-0" FRAMED OPENING 30.-0. 8'-0' 1 '-0' N wnd—Bent I tf U AN . . HA •• on 1 c 0 c d E 'tom 0 u� m :c a 0 x B LeC, -51 �D D[� or Wind -Bent a,- " 12•—D" W-0" 30.-0. Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 REVIEWER�i�� CODE C -° , STa L U °op . 5882, dw S OF ; O• ��• BILE COP'�.OR10p= ��ao �� m`sAt �%%�°a BUCK STEEL, INC. ISSUE DET CHK DATE ENVIRONMENTAL DEVELOPMENT .m Nm5735 2 4 LVA=FORT PIERCE, FL 34945 Dwom MMU s ANCHOR BOLT LAYOUT 1 �m IDio= j/4' 'p9 3 2 1/2- EW TSEE PLAN DETAIL A Dio= 3/4" 3' 2 1/2' Ul 1/2' I V-0" DETAIL B 8. 2 1/2' Sw MAIL C Dic= 5/6' SEE PLAN DETAIL D 'All FINISHED FLOOR DEPTH ELEV. 1/2 F.D. WIDTH I L —L 0 p 9, 0 TYP. O.H. DOOR RECESS DETAIL CONCRETE LINE STEEL LINE PPMJ, ANCHOR BOLT PROJECTION -Wayne Brad Baker, P.E. 235 Sanders Road flahi ]rl, GA 31632 REVI: WffMofPR E S . Ty lop Q,R . FILE COPY Al ©.�,?�` Q0111110'o 7 11 BUCK STEEL, INC. FRAME LINES: 1 2 (� QT--COLUMN LINE I'- V RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Bose -Plate (in Lick Grout Line Line Qty Dio Width Length (in) 1 D 4 0.750 8.000 8.500 0.375 0.0 1 A 4 OJ50 8.000 8.500 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt 'Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 D 4 0.750 8.000 8.000 0.375 0.0 2 A 4 0.750 8.000 8.000 0.375 0.0 NOTES FOR Y ONS >ed on a: = 60.0 = 30.0 = 22.0 22.0 = 1.0/ .0 220 = 1.0 = 20.0 12.0 = 160.0 FBC 17 (IBC 15) g = ENCLOSED = 1.00 11.00 _. BUILDING BRACING- REACTIONS f Reactions(k ) Panel Shobr -Wall - Col -Wind - -Seismic- (IbAt) Loc Line Line Harz Vert Harz Vert Wind Seis Note LJ W 1 Jhh F-SW A 1,2 4.9 7.1 0.0 0.0 R-EW 2 B-SW D 1,2 4.9 7.1 0.0 0.0 b �b Wind bent in bay, base above finish floor h)Rigid frame at endwoll NOTE: THE FRAMING AT BOTH ENDWALLS IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THESE FRAME LINES REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS NOTED OTHERWISE. RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----- Dead- ----Collateral- ----- Live ------Wind-Leftt- -WindJiight1- --Wind-Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz. Vert Horiz Vert 1 D - 0.8_ 2.0 0.3 0.5 3.1 6.1 -12.9 -20.3 -1.6 -12.1 -11.9 -13.1 1 A -0.8 2.0 -0.3 0.5 -3.1 6.1 1.6 -12.1 12.9 -20.3 0.6 -4.9 2 D 0.8 1.9 0.3 0.5 3.2 6.1 -13.4 -20.3 -2.1 -12.1 -12.2 -13.1 2 A -0.8 1.9 -0.3 0.5 -3.2 6.1 2.1 -12.1 13.4 -20.3 0.9 -4.9 Frame Column -Wind-Right2- --WindJ.ongl- --WindJang2- -Seismic-Left SeismicJUght Line line Hori; Vert Horiz Vert Horiz. Vert Horiz Vert Horiz Vert 1 D -0.6 -4.9 -2.2 -15.6 -2.8 -12.7 0.0 0.0 0.0 0.0 1 A 11.9 -13.1 2.8 -12.7 2.2 -15.6 0.0 0.0 0.0 0.0 2 D -0.9 -4.9 -2.6 -15.6 -3.1 -12.7 0.0 0.0 0.0 0.0 2 A 12.2 -13.1 3.1 -12.7 2.6 -15.6 0.0 0.0 0.0 0.0 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frm Col Dead Press Suet Line Line Vert Harz Harz 2 B 0.3 -7.5 8.3 2 C 0.3 -7.5 8.3 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 B 4 0.750 8.000 8.000 0.250 0.0 2 C 4 0.750 8.000 8.000 0.250 0.0 ANCHOR BOLT SUMMARY Dia Projection Qty Locate (in) Type (h) 8 Jamb 5/8' A3U7 1.50 8 Endwall 3/4' :GR35 1.50 16 Frame 3/4" ;GR36. 2.50 GENERAL NOTES 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF METAL BUILDING MANUFACTURER. 2. ALL REACTIONS ARE UNFACTORED. 3 ULTIMATE WIND LOADS ARE USED TO DERIVE THE WIND REACTION. 4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLLERANCE OF +/- 1/8" IN BOTH ELEVATION AND LOCATION. 5. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED A BEARING PRESSURE OF 1050 POUNDS PER SQUARE INCH. FILE C®Ply' Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 REVIEN CODE . ST. �. � 1. It BUCK STEEL, INC. aSUMaz ENVIRONMENTAL DEVELOPMENT Too Roc 5735 FORT PIERCE. FL 34945 ANCHOR BOLT REACTIONS cPAGE 1.2 CH PURUN LAP ROOF FRAMING PLAN I MEMBER TABLE ROOF PLAN .MARK PART LENGTH P-1 12x25Z12 29 -1 1 1 2 E-1 12LE14®1 29'-11 1 2" RCH-1 12x4CH 14 30-1 1 " CB-1 1 /4 CBL 31'-6" LOOSE CLIP vx I (BX1) RCH-1 (1) 1 /2" A307--\ I O EXISTING NEW PURLIN PURLIN (2) 1 /2" A307 --' NOTE: FIELD DRILL HOLES IN RCH-1 AND EXISTING PURLIN AS REQUIRED. - Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 BRAD rim REvi �'AV CODEIF�. •.QR11D FILE Coff AL BUCK STEEL. INC. ISSUE DET CHK DATE cusmmx ENVIRONMENTAL DEVELOPMENT .me Hx 5735 wm 2 4 19 iDwrox FORT PIERCE FL 34945 wuwr. xuu ROOF FRAMING LAYOUT :uuE ONE DRAWM nm PAGE 2 Diuw>+ e, CH nw s SPW n,c I SPLICE BOLT TABLE oty MARK Top Bot Int TYPE SP-1 1 2 4 0 A325 SP-2 4 4 0 A325 BASE PLATE TABLE • COL PLATE SIZE FLANGE BRACES: (1]� One Side, (2) Two Sides MiixA(I): xxsienyfh(in) A — 12k2x14 BLOCK WALL BY MARK Weight 9 ©b Death e e t Outside onge th Insj_e.. longe W'`x Thk Lopgth RF1-1 538 8.0 11.5 0.135 4-2 3 8' 8 x 1/4 x 19 —0' x B x 1/4 x 19 =1 15/16- 11.5/24.0 0.135 14'-11 B x 1/4' x 2'-0' 24.0/24.0 0.250 2'-0 518' 8 x 1/4' x 2'-8 5/16' RF1-2 553 24.0/12.9 0.188 14'-11 5 x 1/4' x 20'-0' 5 x 1/4' x 17'-5 3/8' 129/11.0 0.188 2'-6' 5 x 1/4' x 7'-3' 5 x 1/4' x 9'-11 1/16' 11.0/11.0 0.135 10'—D' RF1-3 538 24.0/24.0 0.250 2'-0 518' 8 x 1/4' x 2'—B 5/16" 8 x 1/4' x 19'-1 15/16' 24.0/11.5 0.135 14'-11 8 x 1/4' x 2'-0' D/F CAPS 30'-1' NEED COWR 9" 0" '-4 3.. 4" PBR. .26 GA 3 .3 a. 6®3�_ 6 0 31= 338" F8195 ) FA{1) o fB2Q0A�(1) V/ .� _ — FB2�1) FB 1) �(1) FB;70A(1) o - _ a. 1. v°i . Wayne Brad Baker, P.E. 1 LA I 235 Sanders Road 14 Hahira, GA 31632 �. 1' vo.R ° -. eM iv L in I 0CD Ap o �r C7 N. o INAL om� , .If . eP—�1 I RIGID FRAME ELEVATION: FRAME LINE 1 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. F6 K WALL BY OTHERS. CODE COMPLIFORANCLz e%*-%UWTy occ FILE COPY BUCK STEEL, INC. ISSUE DEf CHK DATE cuwv m ENVIRONMENTAL DEVELOPMENT Oslo wrc 5735 2 4 19 ►uAIM FORT PIERCE, FL 34945 m mr. KWQ sr u: RIGID FRAME CROSS SECTION NONE SPUCt BULI IA13L Qty MARK op Bot SP-1 2 4 SP-2 4 :4 BASE PLATE TABLE COL I PI ` MARK WidthLAI BP-1 I B' ' FLANGE BRACES FBxxA(1):;xx=1 A- L2x2>i14 Side; (2) Two Sides Q1" BLOCK WALL BY OTHERS: MARK Weight en wu?idek.�onge ( nsI a FlangeStart/ Length le h RF2-1 555 7;5 11.1 0.135 4'-2 3p- 6 x 1/4' z 19 —D 8 x -1/4- - x 19 —2' 11.1/24.0 0.135 14'-11 8 x 1/4' x 2'-0' 24.0/24.0 0.250 2'-0 518" e x 1/4' x 2'-8 5/16' RF2-2 522 24i0/1o3 0.188 14'-11 5 x 1/4' x 20'-0' S x 1/4' x 17'-11 5/8' 10.3/ 7.5 0.188 3'—a' 5 x 1/4' x 7'-3' 5 x 1/4' x W-5 5/16' 7S/ 9.0 0.135 9'-6' RF2-3 555 24:0/24:0 0.250 2'--0 518' 8 x 1/4' x 2'=8 5/16" B x 1/4' x 19 -2' 24.0/11s1 0.135 14'-11 8 x 1/4' x 2'-0' DIP CAPS •� FB115W' Z A.(1) FS $ 1 FB2pOJ�i) Fg180A�1) � _ _'��A(1) FB2,0[ ) FB IR -.2 II II R�24-n2. RIGID FRAME ELEVATION: FRAME LINE 2 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. I Wayne Brad Baker, P.E. 1 235 Sanders Road I Habira, GA 31632 I \01A�.,11.�80% vvo�. .:BRAD 8 k �.. y.. GE #; No a� kip I .0R1DIII oilA'�ew 'Z' 7 1 *b�. 12 FILE COPY BUCK STEEL, INC. ENVIRONMENTAL DEVEL01 im no: 5735 wa�pre FORT PIERCE, FL 34945 RIGID FRAME CROSS SE( PPAWM txt "— sY PAGE 2.2 CH 9 MARK MEMBER LENGTH WF72 1 MR?! gamuledlMm WIND BENT ELEVATION: FRAME LINE A '-o 1/8" Wayne;1DrW'BWmr, P.L. 235 ftle fts Road Hahiraq GA 31632. CODE comp Ogotoo" 110000 S,r° L (JCIE C®-R ..... A socc • STY w- F - : �� '•�OR1Qp=' ��� FILE C®py ••.Alti .. BUCK STEEL, INC. IwEll FORT CROSS SECTION # 4 BARS @ 32' C/C 8' CONC. BLOCK WALL W/ ALTERNATE CELLS FILLED - (2) # 7 REBARS CONT. # 3 TIES @ 24' C/C 6' X 6' - 6/6 WELDED WIRE MESH 6 MIL POLLY MOISTURE BARRIER i " • - 4' THICK Qt' SAND LAYER 1'-0" 1. COMPACTED SOIL MIN TYP. 2 - # 6 BARS CONTINOUS # 4 BARS @ 32' C/C — 8' CONC. BLOCK WALL W/ ALTERNATE CELLS FILLED ANCHOR BOLT— # 3 TIES @ 24' C/ET SECT. B-B NOT TO SCALE 2-#7BARS CONTINOUS SAW CUT 1/8' X 1 1/2' CONCRETE.SLAB HAIRPIN BAR W/ 900HO13K # 5 W/ 5'-0' LONG LEGS '''ac d 1' 1' # 6 BARS 10' O/ BOTH WAYS TOP I BOTT. FOOTING SIZE SEE FOUNDATION PLAN SECT, F-F NOT TO SCALE 6'X6'-6/6 WELDED WIRE MESH SECT. C-C ( Const. Joint ) 6 MIL POLLY MOISTURE BARRIER 4' THICK SAND LAYER kCTED SOIL GENERAL F❑UNDATI❑N NOTES 1. ALL REINF❑RCING STEEL SHALL BE GRADE 60 DEFORMED BARS. 2. ALL POURED IN PLACE SHALL BE F'c 3000 PSI MIN @ 28 DAYS. 3. WELDED WIRE MESH SHALL MEET ASTM A-185. 4. F❑UNDATI❑N AND F❑OTING SIZING BASED ON ASSUMED S❑IL BEARING CAPACITY❑F 2500 PSF. 5. THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR. 6. MIN. REINF❑RCING STEEL COVER AT EARTH : 3' 7. SLUMP RANGE AT P❑INT OF DISCHARGE: 3'-6' 8. OVERLAP ALL WWF A MINIMUM OF 8'. 9. LAP ALL REINF❑RCING STEEL A MINIMUM OF 48 DIAMETERS. 10. REMOVE T❑PS❑IL & ❑RGANIC MATERIAL FROM TOP 12' OF EXISTING GRADE. 11. FDN. IS DESIGNED TO MEET THE 2017 ED. OF THE FBC CODE. (IBC 15) W.S. IS 160 MPH, EXP. B 12. B❑TT. OF FTG. MUST BE A MIN. OF 12' BELOW FIN. GRADE 4 BARS X 3'-0' LG. FILLED W/ ASPHALT COMPOUND 6' SLAB s" ssz': *`�:•. 4' THICK SAND LAYER C2) # 4 6 MILL RE —BARS POLY, CONT. SECT. B2—B2 NOT TO SCALE # 4 BARS @ 32' C/C 8' CONC. BLOCK WALL W/ ALTERNATE CELLS FILLED- z0 i o • •. d d d. v DEPTH FINISHED FLOOR ELEV. r-2 a i I UMM 1 1/2' F.O. WIDTH 1 1/2' 13 O al O O I7 O TYP. O.H. DOOR RECESS DETAIL SECT, B1-B1 NOT TO SCALE - SIDEWALL COLUMN MAKE F❑❑TING FLUSH WITH TOP A.B. OF EXIST'G SLAB - - • EXISTING CONCRETE a — - SLAB G .q .d (7) #7 BARS @ 8' C/C COL. BOTH WAYS, TOP & BOTTOM 13. PROOF ROLL OF 5' ❑UTSIDE BUILDING F❑❑TPRINT 1'-0' 3'-6' WITH VIBRAT❑RY COMPACTOR. 14. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATI❑N 4'-6, WITH CLEAN SAND FILL. 15, COMPACT TOP 6' OF FILL MATERIAL TO 95% OF M❑DIFIED PROCTOR DENSITY. (MIN) 16. SAW INDICATED CRACK CONTROL J❑INTS WITHIN _ 8 HOURS OF PLACEMENT OF CONCRETE. 17. S❑IL IN F❑❑TING TRENCHES SHALL BE FREE OF ❑RGANIC MATERIAL OR CLAY: IF EITHER IS - - ENCOUNTERED IN F❑❑TING TRENCHES, REMOVE IT & 01)e REPLACE WITH COMPACTED SAND. 18. CONTRACTOR TO REVIEW F❑UNDATI❑N DRAWINGS AND CHECK F❑R C❑MPLIANCE WITH ERECTI❑N DRAWINGS BEFORE C❑MENCMENT OF C❑NSTRUCTI❑N. Fit je ®� ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEER`S y ATTENTI❑N. 19. TERMITE PR❑TECTI❑N SHALL BE PR❑VIDED BY REGISTERED TERMICIDES OR OTHER APPROVED METHODS OF TERMITE PR❑TECTI❑N LABELED FOR USE AS A PREVENTITIVE TREATMENT TO NEW C❑NSTRUCTI❑N, EX3 FOR CONSTRUCTION 13 FOR PERMIT ONLY E 3 FOR APPROVAL C 3 OTHER, EXPLAIN 60A' x 3W x 22V 201 Campbell Rd. Fort Pierce, FL 34945 SECT. G-G NOT TO SCALE ENVIR❑NME I CHARLES EMBDEN P.E, 126 HARRIS CIRCLE PE # &.- UR SEAL cc)V Nry k^ ANCHOR BOLT SUMMARY ---------------------------------------- T❑TAL QNT LOC DIA. PR❑J LENGTH BEND (IN) (IN) - - - (IN) <IN) --- --- --- --- -------- 1 30'-0" STEEL LINE TO STEEL LINE [ + e DJ 5/8 RED HEADS m O 8 EW 3/4 2.00 14.0 3.00 9 16 RF 3/4 2.50 20.0 3.00 SHADED PORTION OF EXIST'G SLAB 1'_p^ 28'-0" 1'-p" ----------------------------------------- TO BE CUT OFF AND DISCARDED (TYP. AT BOTH SIDEWALLS) FIELD LOCATED 9 -01, L 91-0' G F 61 �3, 13 1�_ RECEIVED 131 _ o ZD 2 MAR 9 7 ?919 LF-1 I F_2 _ EXIST'G 20'-0 X 80'-0" LG I I F o o ST. LQCilSf tvt �� rmitting '-6'---i CONC. SLAB. 60'-0' TO REMAIN / / G I N N m Im W _ Z I W / I /Z I o /9 F- m I I o 0 Lr Z / 0 I m I m O - / I N CV , ,/W CUT OUT EXISTING SLAB AND POUR NEW FOOTING. / C HAIRPIN B IRS 5'-0' L NG . EGS O O - G CTYP. a S.W II EX. 4_6 I a o 0 CV N T F-1 I F F-2 i0 B I I- 7 B1 NEW 4' caNc G �B1 6 F -�, NEW 4' CONC, p REVIEWED SEAL BLOCK WALL c 9'-0' 1 `-0' 9'-0' BLOCK WALL F- rr �® CODE COMOLIMICE 20'-0' 101-0' B®cv oo. (� i EXIST'G SLAB NEW SLAB 2 FILE COP FOUNDATION LAYOUT PLAN - 2 2M / REVISI❑NS DRAWING STATUS BUCK STEEL, INC ENVIORMENTAL DEVELOPMENT CX3 FOR CONSTRUCTION REV, DESCRIPTION DATE DTLR DATE CHKR APPD E 3 FOR -PERMIT -ONLY PROJECT - 60.0' x. 30.0 _- x 22,0' FOUNDATION LAYOUL_PLAN . ,. _ E 3 FOR APPROVAL ID 5735 DESIGN, DRAFT, CWE CHECK E 3 OTHER, EXPLAIN PROJECT 201 Campbell Rd DATEi 2/21/19 SHEET FNDWG-1 ------------------ ADDRESS Fort Pierce, Ft 34945 # 4 BARS @ 32' C/C 8' CONC. BLOCK WALL W/ ALTERNATE CELLS t' FILLED <2) # 7 REBARS CONT. NEW SLAB 4,�EXIST'G SLAB 4 JAMB FINISHED FLOOR t ` SAW CUT 1/8' X 1 1/2' DEEP ELEV. DEPTH # 3 TIES @ 24' C/ 6' X 6' - 6/6 WELDED WIRE MESH CONCRETE SLAB # 4 BARS X 3,- 0, LG. 1/2' xl' JT & 6' HOOK @ 32' C/C 1/2' ;'sum FILLED W/ozo 6 MIL POLLY : r:'' t;i'.'r'-::: ;:' -' ASPHALT COMPOUND j: MOISTURE BARRIER i z rr• :a 4' THICK , " �':•:: `T. z SAND LAYER 6' SLAB :'.,o-••';''`;.: n,:: 1'—(]° 1COMPACTED SOIL z` '`''' — �� J ,, 1 1/2' I F.O. WIDTH MIN TYP. 4' THICK 2 - # 6 BARS SECT. C-C ( Const. Joint ) CONTINOUS NOT TO SCALE SAND LAYER (2) # q o o o 6 MILL RE -BARS o y o SECT. B-B POLY, CONT. SECT. B2-B2 NOT TO SCALE TYP. O.H. DOOR RECESS DETAIL NOT TO SCALE # 4 BARS @ 32' C/C SECT, B1-B1 8' CONC. BLOCK WALL HAIRPIN -BAR W/ 90°HOOK W/ ALTERNATE CELLS; s # 5 W/ 5'-0' LONG LEGS FILLED NOT TO SCALE ' ANCHOR BOLT 2 = # 7 BARS # 3 TIES @ 24' C/ f, CONTINOUS 6'.X 6' - 6/6 # 4 BARS @ 32' C/C WELDED WIRE MESH 8' CONC. BLOCK WALL SIDEWALL F ao W/ ALTERNATE CELLS �' COLUMN MAKE F❑OTING a ce - FILLED 6 MIL POLLY FLUSH WITH TOP = =: MOISTURE BARRIER ! z Q• d: o a - 4' THICK A.B. OF EXIST'G SLAB z 41. SAND LAYER , 1COMPACTED SOIL _ i0 a0 a - # 6 BARS 10' O/ o v :n �_' EXISTING BOTH WAYS TOP BOTT. I CONCRETE SLAB FOOTING SIZE I d. n a SEE ZD FOUNDATION PLAN tU o d 4 SECT. F-F NOT TO SCALE zp ° a Mimi ----GENERAL--FOUNDATION--N❑T-ES - -- --- - -- - - - - - cap BOTH WAYS,- TOP BOTTOM <7)--# BARS @ -8' /C & 1. ALL REINF❑RCING STEEL SHALL BE GRADE 60 13, PROOF ROLL OF 5' OUTSIDE BUILDING F❑❑TPRINT 1'-0' 3'-6' DEFORMED BARS. WITH VIBRAT❑RY COMPACTOR, 2. ALL POURED .IN PLACE SHALL BE F'c 14. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATI❑N 4'-6' 3000 PSI MIN 28 DAYS. WITH CLEAN, SAND FILL. . 3. WELDED WIRE @ E MESH SHALL- MEET ASTM A-185. 15, COMPACT TOP 6' OF FILL MATERIAL TO 95% OF 4. FOUNDATION AND FOOTING SIZING BASED ON MODIFIED PROCTOR DENSITY. (MIN) SECT. G-G CHARLES EMBDEN P.E. ASSUMED S❑IL BEARING CAPACITY❑F 2500 PSF. 16 SAW' -'INDICATED CRACK CONTROL J❑INTS WITHIN 26 HARRIS CIRCLE 5. THE UPPER, 12' [IF BEARING S❑IL IN F❑OTING SHALL 8 HOURS OF PLACEMENT OF CONCRETE, LET -TO SCALE UXBRIDGE, MA 01569 BE COMPACTED TO 95% ❑F THE STANDARD PROCTOR. 17. SOIL IN FO❑TING TRENCHES SHALL BE FREE OF REVIEWED FOR NORTH CAROLINA PE # 22928 6. MIN, REINF❑RCING STEEL COVER AT EARTH : 3' ❑RGANIC MATERIAL OR CLAY: IF EITHER IS PHONE # (508) 826-8772.. 7. SLUMP RANGE AT POINT OF DISCHARGE: 3'.-G' ENCOUNTERED IN F❑OTING -TRENCHES, REMOVE .IT & CODE COMPLIANCE SEAL 8. OVERLAP ALL WWF A' MINIMUM OF 8'. REPLACE WITH COMPACTED SAND. 9, LAP ALL REINF❑RCING STEEL A MINIMUM OF 48 DIAMETERS. 18, CONTRACTOR TO REVIEW F❑UNDATION DRAWINGS ST. LUCIE COUNTY 10, REMOVE TOPS❑IL & ❑RGANIC MATERIAL FROM TOP 12' AND CHECK FOR C❑MPLIANCE WITH ERECTI❑N DRAWINGS OF EXISTING GRADE. BEFORE C❑MENCMENT OF CONSTRUCTI❑N. a0cc I 11. FDN. IS DESIGNED TO MEET THE 2017 ED. OF THE FBC ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEER`S CODE. (IBC 15) W.S. IS 160 MPH. EXP. B ATTENTI❑N: '�E COPY12, B❑TT. ❑F FTG. MUST BE A MIN. ❑F 12' BELOW FIN. GRADE 19. TERMITE PR❑TECTI❑N SHALL BE PR❑VIDED BY REGISTERED TERMICIDES OR FILE OTHER APPROVED METHODS OF TERMITE PR❑TECTI❑N LABELED FOR USE AS A PREVENTITIVE TREATMENT TO NEW CONSTRUCTION. REVISIONS DRAWING STATUS BUCK STEEL, INC. I ENVIRONMENTAL DEVELOPMENT F REV. DESCRIpTION, DATE DTLR DATE CHCXI OR CONSTRUCTIONKR APpD C 3-FOR-PERMIT"-ONLY PROJECT Mot x 30.o x-22A 1 FOUNDATION -DETAIL PAGE C 3 FOR APPROVAL ID - 5735 DESIGNr CE' DRAFT, CE CHECK,, C I OTHER, EXPLAIN PROJECT 201 Cugpbell Rd. DATES 2/21/19 SHEET FNDWG-2 --- ADDRESS Fort Pierce, FL 34943 I! _ - BUILDING PROFILE Width (ft) = 60 Eave Height (ft) = 22 Length (ft) = 30 Roof Slope (Rise/12) = 1.0:12 BUILDING LOADS A) THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FBC 17 / 6TH EDITION B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE END .USER AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. OCCUPANCY/RISK CATEGORY 11 - Normal le 1.00 WIND LOAD ULTIMATE 160 MPH NOMINAL 123.94 MPH WIND EXPOSURE B CLOSURE TYPE Enclosed INTERNAL WIND COEFFICIENT -0.18 / 0.18 COLLATERAL DEAD LOAD 1 PSF ROOF LIVE LOAD 20.00 PSF (REDUCIBLE Yes ) DEAD LOAD 2.000 PSF (FOR ROOF PANELS AND PURUNS) SBSMIC SPECTRAL RESPONSE Ss 0.0580 S1 0.0300 Sds 0.0619 Sd1 0.0480 SITE CLASS D DESIGN RISK CATEGORY A Cs 0.0100 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE SERVICEABILITY CRITERIA MINIMUM DESIGN DEFLECTIONS Endwall Column = 120 Roof Panel (Live) = 60 Endwall Rafter (Live) = 180 Roof Panel (Wind) = 60 Endwall Rafter (Wind) = 180 Rigid Frame (Harz) = 60 Wall Girt = 90 Rigid Frame (Vert) = 180 Roof Pudin (Live) = 150 Rigid Frame (Seismic) = 50 Roof Purlin (Wind) = 150 Wall Panel = 60 GENERAL NOTES A) THE.STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. B) THIS METAL BUILDING IS DESIGNED WITH THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED ON" PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTTIUTE OF STEEL CONSTRUCTION: ' AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN' 2. AMERICAN IRON AND STEEL INSTITUTE 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY. 'STRUCTURAL WELDING CODE' AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: 'LOW RISE BUILDING SYSTEMS MANUAL' C) 1) MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM-A529 OR A572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12' OR LESS CONFORM TO A529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1' IN THICKNESS OR 12' IN WIDTH CONFORM TO A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A529 WITH A MINIMUM YIELD POINT OF 55,000 psi. 2) MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-A500, GRADE B WITH A MINIMUM YIELD POINT OF 42,000 psi. 3) MATERIAL PROPERTIES OF TUBE SECTIONS CONFORM TO ASTM-A500, GRADE B WITH A MINIMUM YIELD POINT OF 46.000 psi. 4) MATERIAL PROPERTIES OF HOT ROLLED CHANNEL AND ANGLE MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A529 WITHMINIMUM YIELD POINT OF 50,000 PSI. HOT ROLLED W-SHAPED MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A992WITH MINIMUM YIELD POINT OF 50,000 PSI. 5) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO EITHER ASTM A653-06 GR 55 OR A1011-04 HSLAS GRADE 55 WITH YIELD OF 55,000 psi. 6) MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50.000 psi AND 60,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. 7) CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT CONDITION. 8 ROD UTIUZED FOR BRACING MEMBERS CONFORM TO ASTM-A36 WITH MINIMUM YIELD POINT OF 36,000 PSI. 93 IT IS THE RESPONSIBILITY OF ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE: RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A-325 OR A-490 BOLTS'. ALL A-325 BOLTS IN PRIMARY FRAMING MUST BE 'SNUG -TIGHT', EXCEPT AS FOLLOWS: 'FULLY -PRETENSION' A-325 BOLTS IR a) BUILDING LOCATED IN A HIGH SEISMIC AREA. FOR IBC -BASED CODE, 'HIGH SEISMIC AREA' IS DEFINED AS 'SEISMIC DESIGN CATEGORY OF 'D', 'E' OR 'F'. b) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5.00 TONS. c) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS - REVERSALS ON THE CONNECTIONS. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS 'A-325 - SC'. 10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNUG TIGHT, UNO. 11) ANCHOR BOLTS 3/4' IN DIAMETER THRU 1 1/4' IN DIAMETER CONFORM TO A.S.T.M. F1554 GR. 35. ANCHOR BOLTS 1 2' IN DIAMETER CONFORM TO A.S.T.M. A-307. D) UNLESS NOTED OTHERWISE ON FRAMING COLOR CHART: ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, CABLE AND RODS SHALL RECEIVE ONE COAT OF STANDARD RED OXIDE SHOP PRIMER. E) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 2) HkWAL. INSTANCES OF CHANGE CLEARLY INDICATED. 3) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RESUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESBM THE TOTAL OF THE MATERALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING -NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. SAFETY COMMITMENT A) THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. B) IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE C) LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. E) DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDUNG MATERIAL, AND SAFETY NETS WHERE APPUCABLE, ARE RECOMMENDED. ERECTOR / CONTRACTOR RESPONSIBILITIES FLORIDA PRODUCT APPROVAL NUMBER DRAWING INDEX PBR ROOF PANEL 15998.2 REV. PAGE DESCRIPTION Q PBR WALL PANEL 17662.2 A 3070 WALKDOORS +50/-50 PSF 17900.1 SKYLIGHT (PBR) 15531.1 RIDGE VENT 12805.1 0 COVER PAGE 1 ANCHOR BOLT LAYOUT IT IS THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE ALL DOCUMENTATION REQUIRED FOR ANY ACCESSORIES NOT PROVIDED BY MBM TO THEIR LOCAL PERMITTING OFFICE ALL ACCESSORIES MUST COMPLY AND MEET ALL DESIGN REQUIREMENTS PER LOCAL CODES. 1.1 ANCHOR BOLT DETAILS Y U 1.2 ANCHOR BOLT REACTIONS 2 ROOF FRAMING LAYOUT o 2.1-2.4 RIGID FRAME CROSS SECTION ALL VEHICULAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT HAVE BEEN DESIGNED TO SUPPORT WIND LOADS NORMAL TO A DOOR SYSTEM, BASED ON THE STANDARD BUILDING CODE CRITERIA. THE VEHICULAR FRAMED OPENING HAS NOT BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE DOOR SYSTEM. ANY CHANGES TO THE INFORMATION SHOWN HERE WOULD REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT 3 SIDEWALL FRAMING LAYOUT 4 ENDWALL FRAMING LAYOUT 5-5.3 FRAMING DETAILS g ROOF PANELS &TRIM 6.1 ROOF PANEL DETAILS A) IT IS THE RESPONSIBILITY OF THE ERECTOR/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM 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 A CONSTRUCTION PROJECT. B) THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. C) APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.4.1 AISC CODE OF STANDARD PRACTICES, 13TH ED.) D) WHERE DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF,'STANDARD PRACTICE 13TH ED.) E) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTOR57(ND-ENGINEERS OTHER THAN THE BUILDING MANUFACT- URER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. F) THE ERECTOR/CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH THE BUILDING MANUFACTURER'S 'FOR CONSTRUCTION' DRAWINGS. G) PRODUCTS SHIPPED TO ERECTOR/CONTRACTOR OR HIS CUSTOMER SHALL BE INSPECTED BY ERECTOR/CONTRACTOR IMMEDIATELY UPON ARRIVAL CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE SENT TO THE MANUFACTURER IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IL THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE ERECTOR/CONTRACTOR LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO CONTRACTOR OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY CONTRACTOR. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF THE MANUFACTURER THE CONTRACTOR MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER WILL REIMBURSE THE CONTRACTOR FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS IN TO UNE, MODERATE AMOUNTS OF REAMING,CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORTAGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. H) ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHAM BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE 1) TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE. STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.10.3 AISC CODE OF STANDARD PRACTICE, 13TH ED.) J) METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DESIGN,MATERIAL AND WORKMANSHIP OF FOUNDATION. ANCHOR BOLT PLANS PREPARED BY MBM ARE INTENDED TO SHOW ONLY LOCATION, DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED TO ATTACH THE METAL BUILDING SYSTEM TO FOUNDATION. IT IS RESPONSIBILITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE PROVISIONS ARE MADE FOR SPECIFYING ROD EMBEDMENT, BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE CONCRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR THE LOADS IMPOSED BY MB SYSTEM, OTHER IMPOSED LOAD, AND THE BEARING CAPACITY OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE (MBMA 06 SECTIONS 3.2.2 AND A3) K) METAL BUILDING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION, NOR DOES MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. 7 SIDEWALL PANELS & TRIM 7.1 SIDEWALL PANEL DETAILS 8 ENDWALL PANELS & TRIM 8.1 ENDWALL PANEL DETAILS j 9 SPECIAL DETAILS I�j) 10 ROOF INSULATION LAYOUT 10.1 WALL INSULATION LAYOUT 10.2 1 INSULATION DETAILS THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS 'COMPONENTS AND CLADDING' IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF REFERENCEED BUILDING CODE r3 FOR OCCUPANCY (RISK), CATEGORY I OR II, IBC PROVISIONS INDICATE THAT SINGLE -STORY BUILDINGS SHALL HAVE NO DRIFT LIMIT' PROVIDED THAT INTERIOR WALLS, PARTITIONS, CEILINGS AND EXTERIOR WALL SYSTEMS HAVE BEEN DESIGNED TO ACCOMODATE THE SEISMIC STORY DRIFTS. INTERIOR WALLS, PARTITIONS, CEIUNGS OR EXTERIOR SYSTEMS NOT PROVIDED BY MBM SHALL BE DESIGNED AND DETAILED BY OTHERS TO ACCOMODATE THE SEISMIC STORY DRIFTS. 4 1.0 PSF COLL ONLY ALLOW LIGHTING AND WAC DUCT TO HANG FROM ROOF SYSTEMS SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPUCTILY PROHIBITED, UNLESS A CORRESPONDING REDUCTION IN CERTIFIED WE/SNOW LOADS CAN BE PERMITTED BY CODE BUILDING DESIGNED & MANUFACTURED BY AN IAS ACCREDITED FACILITY. FRAMING COLORS RBgid Fmme: F-R-01 RO - Red Oxide Flange bmw: F-RO-1 GZ _ Galmn'u °ad°f Angle: Endwall Grt Pur EvSt Jmb B8 Cal Raf U SECTION: ® RO RO ® RO ® RO C SECTION: ®® RO RO RO ® Ro D SECTION:®®®®®® RO z s-()N:®®®®®®® E SECDON: ®® RO ®®® RO R STATION: ®® RO RO RO ®® W SECTION:®® ROFRO RO ® RO WHEN GALVANIZED PROVIDED: ALL FINISHED PRIMARY BUILT-UP AND HOT ROLL MEMBERS ARE HOT DIPPED GALVANIZED. ALL SECONDARY COLD FORMED MEMBERS ARE PRE -GALVANIZED. COMPONENTS & CLADDING unfactored Wall Field Values = 42.113 psf /-45.623 psf Wall Edge Values = 42.113 psf /-56.046 psf ROOF: COLOR WALLS' COLOR CABLE COLOR OWE COLOR CORNER: COLOR FRAMED OPENINGS: COLOR GUTTER: COLOR DOWNSPOUTS. COLOR BASE DOLOR u Wayne Brad Baker, P.E. 235-Sanders Road Hahira, GA 31632. BRA® �® �© INV $ a •, w o O•® ORIOP �=o� DRAWING STATUS I ®FOR PERMIT: THESE DRAWINGS, BONG FOR PERMIT ARE BY DEFINITION NOT FINAL IN THAT AS A MINIMUM PIECE VARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED ' FOR CONSTRUC11ON CAN BE CONSIDERED AS COMPLETE ❑FOR CONSTRUCTION: THESE DRAWINGS ARE FINAL AND ISSUED FOR FIELD USE FOR BUILDING ERECTION H Z W W � OO >W O W � O Elf J -T _j V- H Z W W W DD U W W Z O U W N OW 00 Irk O M U J LL_ U CC)) z W W Wz U 0 � J � Z O U L`o OU � m co O J08 NO : 5735 2 4 19 BY : SCALE : CH NONE TITLE : COVER PAGE NUMBPAG E 0 LO t 07 -I LL.. W H 1n m O Dia= 5/8" * Dia= 3/4" WALL PANEL a #12 SCREW y (6 PER PANEL) BASE GIRT J DBL DRIP ° ° ° ° e TRIM e d M U WALE ° (BY OTHERS) ad d A. A CBS e 44 ° e 0 ° e ° ° e e e d e d° ° ° ° ° e v e ° d °° ° a d ° Q A e ° ° 91 'CUSTOMER VERIFY FLOOR mm to] AI 01WO�� Ix O-w—n" nIIT—To—oiiT nF STFFI �J s'—o" 12'-0" 8'-0^ I 1 2 ANCHOR BOLT PLAN NOTE All Base Plates ® 100'-0" (Unless Noted) NOTE: ALL FIELD LOCATED FRAMED OPENING LOCATIONS SHALL BE AT THE DISCRETION OF THE ERECTOR/CUSTOMER. IT IS RECOMMENDED THAT THESE ANCHORS BE LOCATED AT TIME OF ERECTION. FIELD LOCATE: (2) 3070 WALKDOORS (1) 3'-0" x 3'-0" FRAMED OPENING — --Wayne Brad Baker, P.E. - 235 Sanders Road HaLira, GA 3163Z v • o.55 8 0 a o p a o • FILE 00p� �O •••' ORIOP•��eo IVAL BUCK STEEL, INC. o ENVIRONMENTAL D JOa NO. 5735 ANCHOR BOLT LAYOUT WAWINO NO. OPAWT PAGE 1 CH SPW Dia= 3/4" Dia= 5/8" 8" 'p'o9 i90 rF f 4- 00 3" 2 1/2" 2 1/2" 1 1 /2" 1 1/2- 8" I-W EW w 1 1/2" v SEE PLAN SEE PLAN DETAIL A DETAIL D Dia= 3/4" N 11 3' 00 2 1/2" 1 1 /2"' 1 1/2' 8" Sw DETAIL B Dia= 3/4" i e 8. t 00 3" 2 1/2' 1 1/2. 1 1/2" 8" -Sw l 1 `—D" DETAIL C JAMB FINISHED FLOOR D,�—} ELEV, 1 1/2' i F.O. WIDTH i 1 1/2' o (L O 0 N lo O 14 TYP. O.H. DOOR RECESS DETAIL CONCRETE LINE STEEL LINE PROJ, ANCHOR BOLT PROJECTION - - Wayne Brad Baker-,P.E. - 235 Sanders Road Hahira, GA 31632. gRa D B°®' • 0.58 v T OF ". FILE ���oR�oP'Pe °sis��MAI E ®COPY' �BsaelleW -7' BUCK STEEL, INC. cusmmm ENVIRONMENTAL DEVELOPMENT JOB W. M7E 5735 2 ioranore FORT PIERCE, FL 34945 DRAWING PALO ANCHOR BOLT DETAILS r DRAWING NO: I DRAWN Nil: 001KED Ell' PAGE 1.1 CH SPw NONE LINES: 1 2 Q° Q �. COLUMN LINE fV fV RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc._Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 1 D 4 0.750 8.000 8.500 0.375 0.0 1 A 4 0.750 8.000 8.500 0.375 0.0 RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 D 4 0.750 8.000 8.000 0.375 0.0 2 A 4 0.750 8.000 8.000 0.375 " 0.0 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft)) = 60.0 Length (ft) = 30.0 Eave HeigFFJit (ft) = 22.0/ 22.0 Roof Slope RRise/12) = 1.0 1.0 Dead Load psf) = 0 Collateral Load sf) = 1.0 Roof Live Load sff ) = 20.0 Frame Live Load psf ) = 12.0 . Wind Speed (mph) = 160.0 Wind Code = FBC 17 (IBC 15) Exposure = B . Enclosed/Open/Partial = ENCLOSED Importance Wind = 1.00 Importance Seismic = 1._00 Seismic Zone - _ = A BUILDING BRACING REACTIONS f Reactions(k ) Panel Shear -Wall - Col -Wind - -Seismic- (lb7ft) Loc Line Line Harz Vert Harz Vert Wind Seis Note L-EW 1 (h) F_SW A 1,2 4.9 7.1 0.0 0.0 b R_EW 2 h B_SW D 1,2 4.9 7.1 0.0 0.0 b (b)Wind bent in bay, base above finish floor (h)Rigid frame at endwall NOTE: THE FRAMING AT BOTH ENDWALLS IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THESE FRAME LINES REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS NOTED OTHERWISE. RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead-----Collateral- ----- Live ------Wind_Leftl- -Wind_Rightl- --Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D 0.8 2.0 0.3 0.5 3.1 6.1 -12.9 -20.3 -1.6 -12.1 -11.9 -13.1 1 A -0.8 2.0 -0.3 0.5 -3.1 6.1 1.6 -12.1 12.9 -20.3 0.6 -4.9 2 D 0.8 1.9 0.3 0.5 3.2 6.1 -13.4 -20.3 -2.1 -12.1 -12.2 -13.1 2 A -0.8 1.9 -0.3 0.5 -3.2 6.1 2.1 -12.1 13.4 -20.3 0.9 -4.9 Frame Column -Wind_Right2- --Wind_Longl- --Wind_Long2- -Seismic Left Seismic -Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1 D -0.6 -4.9 -2.2 -15.6 -2.8 -12.7 0.0 0.0 0.0 0.0 1 A 11.9 -13.1 2.8 -12.7 2.2 -15.6 0.0 0.0 0.0 0.0 2 D -0.9 -4.9 -2.6 -15.6 -3.1 -12.7 0.0 0.0 0.0 0.0 2 A 12.2 -13.1 3.1 -12.7 2.6 -15.6 0.0 0.0 0.0 0.0 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Frm Col Dead Press Suct Line Line Vert Harz Harz 2 B 0.3 -7.5 8.3 2 C 0.3 -7.5 8.3 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Col Anc.-Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 2 B 4 0.750 8.000 8.000 0.250 0.0 2 C 4 0.750 8.000 8.000 0.250 0.0 ANCHOR BOLT SUMMARY Dia Projection Qty Locate (in) Type (in) 8 Jamb 5/8. A307 1.50 8 Endwall 3/4" GR36 1.50 16 Frame 3/4" GR36 2.50 GENERAL NOTES 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF METAL BUILDING MANUFACTURER. 2. ALL REACTIONS ARE UNFACTORED. 3 ULTIMATE WIND LOADS ARE USED TO DERIVE THE WIND REACTION. 4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLLERANCE OF +/- 1/8" IN BOTH ELEVATION AND LOCATION. 5. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED A BEARING PRESSURE OF 1050 POUNDS PER SQUARE INCH. - - - - Wayrne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 opo®toc�ss�� oo�J O e " • .5882 �• ®C',_ �.ORI1��;�> FILE CMP� %i°Nec�e ® -7.r7 11111111111111111111111111111111- BUCK STEEL, INC. ;'=MFfC ENVIRONMENTAL DEVELOr Jae NO. 5735 .xrmmt FORT PIERCE, FL 34945 MAWING NAME: ANCHOR BOLT REACTION: )RWNr NO. DiawN 6Y PAGE 1.2 CH 4/19 7 U D Ll 0 0 Of PURUN LAP ROOF FRAMING PLAN -0. LOOSE CLIP x I (BX1) � RCH-1 (1) 1 /2" A307— O EXISTING NEW PURLIN PURLIN O (2) 1 /2" A307 ---f NOTE: FIELD DRILL HOLES IN RCH-1 AND EXISTING PURLIN AS REQUIRED. Wayne Brad Baker, P.E. 235 Sanders Road Habira, GA 31632 01111111t,s RADo �N �F , 0 0 ° No. 58 2$ o - loop OF o .• AT •: �� F�6 ••�ORIOp= .. - ��ao� AL BUCK STEEL, INC. ISSUE DEf CHK DATE aismwm ENVIRONMENTAL DEVELOPMENT JOB W. MIE: 5735 2 4 tOCATIO FORT PIERCE, FL 34945 ROOF FR PR9MG Ba. PAGE 2 A — W (1) One Side; (2) Two Sides igth(in) D/F CAP6 30'-1" 30'-1" 26 GA PBR, NEED COLOR 4 3 8" 1,—O" 1•-O 3 4 3 8 6®3'-338" 6®3'-33g" 2@ 3'-038" 2®3'-038" 1 "� 12 of FB195A 1) F8195A(1) `ol 0 FB2A201) FB200A(1) — — — _ _ — — —FB200A 1) F8220 1) 355A(1) FB3�(1) FB0 — FB (1) FB3701 I a RF1-2 RF1_2 T- a I BLOCK WALL BY OTHERS. Wayne Brad Baker, P.E. 1 235 Sanders Road 1 MZ Hahira, GA 31632 1 K N NU q®�aHodgp©off BRA, 9 " ono o 0 No. 882 0 o �o o o T 0, a �� 0 -.0RlNA 1-741 54'-7" CLEARANCE 60'-0" OUT —TO —OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 1 I I I 1� 0 1 toI N N M� iq N I nj 0 IIIIIIIIIIIII,IIIIIIIIIIIII,- BLOCK WALL BY OTHERS FILE CUP BUCK STEEL, INC. :smma ENVIRONMENTAL DEVELOPMENT JOB W. 5735 LOrnnoN: FORT PIERCE, FL 34945 NNWING WWE RIGID FRAME CROSS SECTION 5P.-MG NO. owawN er: PAGE 2.1 CH ME BRACES: (1) One Side; (2) Two Sides 3xxA(1)• xx=length(in) L2x2x14 ,Q1" 12 BLOCK WALL BY OTHERS. D/F CAP6 I 26 GPBR, NEED 3 T. 30'-1" � � 1' 30'-1. —0" 1'-0. . COLOR 3'-4 3 8" 3'-4 3 8" A. g 6 ®` 6®3— 3'-338" 2®3'-038" 2®3'-03 of FB175A 1) F8175q(1) ro FB2o0A 1) Fg1g0A_(1) _ _ FB1�(1) FB200A 1) � FB30 (1YB350A 1) — — _ _ _ — — — — — _ _FB350A 1 �( Y637tj) n � n RF2-2 1 I I I RF2-2 T II II II II rl I II II II II Wayne Brad Baker, P.E. 11 235 Sanders Road Hahira' GA 31632 II 0 II II II �W M M II "" U- BRA a ° o �= I I I S T OF ova I I I I off` •'•.oRIQ?= LI LI NAL doi �P-1 �. �r1yBaaIa; -7'(I BP - RIGID FRAME ELEVATION: FRAME LINE 2 BLOCK WALL BY OTHERS. FILE COPS BUCK STEEL, INC. «,smLut ENVIRONMENTAL DEVEL( wRIGID FRAME CROSS S )RAWINGPAGE 2.2 sCH 1 I WF-2 I N fall o� I + T �U 7llJJJ)lJlll ,' r+ . 1 '( 711JPl�l�lJll 1'-0 1/8" ��1'-8i24'-7 3/4�1'-8�-8 i 24'-7 3/4" T�1'-8� 11'-0 1/8" CLEAR + - 30'-0" WIND BENT ELEVATION: FRAME LINE A Wayne Brad Baker, pX 235 Sandm lei Hakim, GA 31632 �� BRAD'' °®o QO �0 \ o ° 0.58 .P • o T BILE Cop s °.?oRio?:ONAL BUCK STEEL, INC. IIIIIIIIIIIIII' IIIIIIIIIII■ - 5735 1: FORT PIERCE, FL 34945 NM1E RIGID FRAME CROSS SECTION PAGE 2.3 NCH Y A I WF-2 I cn N c I + O IL p] J U 71JlJJJ1lJ)ITJl �� • Y 7 %JJIJmJIJ�JJl 1'-0 1/8" �1'-8" 24-7 3/4�1'-8_�-a^ } 24-7 3/4%i'-8" 1'-0 1/8" CLEAR + - 30'-0" WIND BENT ELEVATION: FRAME LINE D Wayue-Brad-$aker, P:E.`^ - 235 Sanders: Roil Hahira; GA_31h32 eoa° BRA® ®eo E � � m m lei ° N .. 5 a ° ¢L -gp ® °° TAT F m � Z FILE CC) 0NAl_ /a�oaso� 2'l BUCK STEEL, INC. 5735 FORT PIERCE. FL 34945 71 in j I I 1'-4" /J cl 1 m o j I to N Lo M /W `a- j I M o OPEN FOR I BLOCK WALL BY OTHERS 1 30'-0"OUT-TO-OUT OF STEEL /I 30,-0" -0" z WF-2 I I G-10 I @ G-9 I I G_8 G-B DH-1 I G-8 0I I I G-8 I G-8 I I I G-8 I s T I G-7 G-7 o STRAPPING -- -----------o- ---- =H 3 RF1-3 L H.L RF2-3 SIDEWALL FRAMING: FRAME LINE A EAVESTRUi RIO PANHEAB SCREV C2 PER CUNNECTIM (TYP) rE:: RACE DETAIL VALL GIRT VALL PANEL 2'XP4 GA STRAPPING BASE CEE OPEN FOR �I BLOCK WALL �r BY OTHERS � 1 30'-0" OUT -TO -OUT OF STEEL 30,-0" -0" 1' I I I I I WF-2 G-10 Ls G-9 G-8 I M I G-8 I DH-1 I G-8 t �j I I G-8 I I I G-8 I I I G-8 9 I I G-7 G-7 7SPPING� -------------- IH RF2-1 of 113IN4_1I=a:7_l8All0ma:7_1&I=0111=ol Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 BRADiv aoDQ O. FILI� ®E� OF 00665401 BUCK STEEL, INC. ISSUE DET CHK DATE cusmmm ENVIRONMENTAL DEVELOPMENT JOB W. 64E: 5735 2 4 19 Locamort FORT PIERCE, FL 34945 DR�wwG NmT- scaE SIDEWALL FRAMING LAYOUT NONE GR�wwc xoI Dlan fff I a+Ecxm BY. I ENG: 0 i N N DS-1 8X3CH16 -'—WALL GIRT #10X1 PANHEAD SCREW (TYR) (1) EACH END & 12' D.C. Q1" 12 m 60'-0" OUT —TO —OUT OF STEEL 1 12 OPEN TO EXISTING BLDG ---------------------- ENDWALL FRAMING: FRAME LINE 1 60'-0" OUT —TO —OUT OF STEEL 1 12 WALL GIRT HD HEAD TRIM, I I I I I I I I I� �I I� �I I� �I IQ QI I� �I I I I I FIN. FL, i FIELD OPENING FIELD LOCATE PER DR, MFGR, LOCATE 3070 TRIM KIT 1, FIELD CUT AND WORK GIRTS, PANELS, AND TRIM AS REQUIRED, V— —2, REFER TO DETAIL -PAGES - FOR APPLICABLE TRIM DETAILS,( DETAIL PAGE 5,1 ) ]OPEN FOR BLOCK BY OTHERS 2 = EC-1 k10 EC —1 FIELD LOCATE GIRT 1'-11 3�41 1'-11 3Z41 LAPS 1'-11 3/4' 1'-11 3/4' ENDWALL FRAMING: FRAME LINE 2 goo©ao2,lt e e ®©�o©o ° a o 0 Wayne Brad Baker, P.E. & o8 eO , 235 Sanders Road ° Hahira, GA 31632 ° ° F 7� O T- o 0 WALL GIRT 2X4X16 SHEETING ANGLE FIELD CUT TO MATCH ST7E /_#10X1 PANHEAD SCREW (TYP,) (1) EACH END & 12' ❑,C.) —DOOR FRAME HEADER BUCK STEEL, INC. CUSTOMEPo ENVIRONMENTAL DEVELOPM JOB N0: 5735 wumoN: FORT PIERCE, FL 34945 DRAWING NAME ENDWALL FRAMING LAYOUT DRAWING NO: I DPAWN BY: PAGE 4 CH NOTE: HAND TIGHTEN EW COLUMN/RAFTER GIRT DEPTH 12" DETAIL A 10 CONNECTION BOLTS, THEN INTERRUPT THREADS. D ETAI L C 12 (IF BYPASS) (2) # 10x 1.00" DETAIL B 19 SIDEWALL PURLIN GIRT SCREWS r-------- COLUMN GIRTS I RIGID RAKE ANGLE ,------, MAINFRAME RAFTER [BUILT—UP]F () (2) M.5x1.25 I FRAME I QO o l 2'-0" COLUMN ' OR 3'-0' * UNLESS NOTED ON PAGE 4. - p -- 01, I ° ' i *(2) M.5x1.25 �OO o i o L------- I 10 * UNLESS NOTED ON ------ _ 0I (2) M.5x1.25* DRAWING 2. >k (2) H.63x2.0 o Oo I o FLANGE I 2 M.5x1.25 BRACE I o R BRACE (IF REQUIRED) - ---------- COLUMN RAFTER [ANY TYPE] .. [MAINFRAME] ENDWALL =K (4) M.5x1.25 - IF (2) GIRTS / NO LAP. (2) M.5x1.25 GIRT NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS" NOTE: REFER TO "TYPICAL WASHER REQUIREMENTS' * (6) M.5x1.25 - IF (2) GIRTS / WITH LAP. DETAIL DETAIL D16 CORNER COLUMN TO WALL GIRT PURLIN TO ENDWALL RAFTER MAINFRAME RAFTER / COLUMN CONNECTION ENDWALL GIRT TO COLUMN DETAIL D27 DETAIL @ DETAIL E5 DETAIL H9 COLUMI' GIRTS TO CORNER COLUMN EW GIRT BASE PLATE (4) 3/4" DIA. o OO 2) M.50.25 COLUMN (TYPICAL) [BUILT—UP] ro po C_ORNER ANGLE EDGE OF SLAB ENDWALL COLUMN BASE DETAIL I I I I I I I I I I I GIRT DEPTH (IF BYPASS) I I Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 JAMB (2) 5/8" DI EDGE OF SLAB FRAMED OPENING JAMB BASE DETAIL WINE RAFTER I _ I WIND BENT COLUMN Pill WIND BENT DETAIL 11111111111111111111111111111111- (2)H.63x2.0 (TYP) —COLUMN- [MAINFRAME] 4 1 BUCK STEEL, INC. CUSIOMat ENVIRONMENTAL DEVELOPMENT JOB NO. 5735 Lixnnaa FORT PIERCE. FL 34945 19 5 END OF BUILDIN 1 SECTION ELEVATION = UNLESS NOTED ON DRAWING 2 J24 EAVE STRUT TO RIGID FRAME CABLE DETAIL @ DETAIL @ GIRT [IF REQ'D] o -- 0 1 I I I I 1,5xiz5 (2) M.5x 1.25 I o Oo 1 � I I JAMB o 0 (2) M.5x1.25 I 0 0o GIRT GIRTS TO JAMB CONT. TAPE SEAL(TOP OF CLOSURE) I/S CLOSURE #14 SD SCREW (12" ON CENTER) GUTTER p� ANEL -CONT. TAPE COLUMN OR 0wl RAFTER � � �� X BOTTOM OF \ oBOS E)OF GUTTER AND FOLD —HILLSIDE TABS INTO D'SPOUT DOWNSPOUT —FLAT WASHER DOWNSPOUT STRAP —THREADED END WALL PANEL — NUT 14 SD SCREWLJ?�;;f4 3 PER STRAP) NOTE: INSTALL GUTTER STRAPS 3'-0" ON CENTER. NOTE: INSTALL D'SPOUT STRAPS 5'-0" ON TRIM_1 _CENTER. CABLE INSTALLATION DETAIL GUTTER DETAIL DETAIL 0 GIRT [ZEE/Cl 1'` ' .25 A307 JAMB DETAIL 9 (2) M.5x1.25 0 ® HEADER (IF PRESENT) JAMB (2) M.5x1.25 SILL PRESENT) JAMB FRAMED OPENING JAMB TO GIRT I FRAMED OPENING HEADER/SILL TO JAMB Wayne Brad Baker, P.E. 235 Sanders Road Haldra, GA 31632 4��dODODDDA®®° eoo BRAD ® S9 ° o*o 0.5 8 o i o� ° OF FILE C® BUCK STEEL, INC. IIIIIIIIIIIII,11111111111111- 57355 u FORT PIERCE, FL 34945 f"F-' FRAMING DETAILS NO:DRAM BY: CNECKE PAGE 5.1 CH SPW #14 SCREW GUTTER STRAP (1 PER STRAP) (36„ O.C. FOR STD. GUTTER) (24 O.C. FOR LG. GUTTER) t14 SCREW (2PER STRAP) r PBR RO I PANEL G UTTER -J \ RAKE TRIM END GUTTER BONER XTRIM 2 GUTTER END DETAIL yEAD TRIM �12 SD SCREW WALL PANEL JTRIM— HEAD TRIM DETAIL AT SILL ROLL CAULK #14 SD SCREW � ROOF PANEL —� (24"ON CENTER) RAKE TRIM #14 SD SCREW (24"ON CENTER) O/S CLOSURE/ UNIVERSAL CLOSURE4 WALL PANEL ** - O/S CLOSURE FOR ROOF PITCHES UP TO 2:12" UNIVERSAL CLOSURE FOR ROOF PITCHES ABOVE 2:12" NOTE: FIELD CUT UNIVERSAL CLOSURES TO MATCH WALL PANEL PROFILE (ON PITCH). TRIM_3 RAKE TRIM DETAIL JAMB TRIM it SD SCREW �VEL TRIM 8 JAMB TRIM DETAIL AT JAMB RAKE TRIM C• 1 TRIM_4 PEAK BOX DETAIL #12 SD — SCREW COVER— TRIM WALL PANEL �12 SD SCREW )RIP HFAn TRIM TRIM 10 COVER TRIM DETAIL AT HEADER W#yne Brad Baker, P.E. 235 Sanden Road Habira, GA 31432 . ©" o 1 e e10#,40 RA • ©ao • No. 82 • '� 0 0 o � 0 .trz T e�� •' �® o� • ®�` oORI .• C�w� ` l •��pa c� AL 16,A1 I MAKI i O/S CORNER TRIM #14 SD SCREW (20" ON CENTER WALL PANEL tRIM— O/S CORNER DETAIL #12 SD SCRE"' JAMB TRIM #12 SD SCREdv "IEL ITRIM-1 1 COVER TRIM DETAIL AT JAMB BUCK STEEL, INC. =,Okffp ENVIRONMENTAL DEVELOPMENT JOB W. DAM 5735 1 2/ 4/19 .00AT[Ott FORT PIERCE, FL 34945 SPW WALL PANEL #12 SCREW (6 PER PANEL) GIRT DBL. DRIP TRIM FLOOR TRIM 22 DOUBLE DRIP TRIM DETAIL (PARTIAL WALL; CLEAR OPENING) STRUCTURAL BOLTED CONNNECTIONS REFER TO COVER PAGE "GENERAL NOTES" PARAGRAPH "C", SECTION "9" FOR INSTRUCTIONS ON TIGHTENING ALL A325 AND A490 CONNECTION BOLTS. r TRIM NOTES: �1] SEAL TRIM SPLICES WITH TUBE CAULK. [2] SECURE GUTTER SPLICES AND END PLUGS WITH RIVETS. 13] SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 24" ON CENTER UNLESS NOTED OTHERWISE. [5] STD. TRIM SPLICES ARE 3" TOTAL UNLESS NOTED OTHERWISE. WALL PANEL �12 SD SCREW i, \ ■ 1111\ V TRIM_61 HEAD TRIM DETAIL AT HEADER MORTISE PREPPED PERSONNEL DOORS ALL MORTISE PREPPED PERSONNEL DOORS COME AS RIGHTHAND REVERSED SWING. (i.e. STANDING ON THE OUTSIDE OF THE BUILDING FACING THE DOOR, THE LOCK WILL BE ON THE LEFTHAND SIDE OF THE DOOR AND THE DOOR WILL SWING OUTWARD FROM THE BUILDING. ) ANY FIELD MODIFICATIONS ARE THE RE— SPONSIBILITY OF THE ERECTOR AND MBM -IS NOT LIABLE FOR LABOR CHARGES NOR DAMAGES DUE TO ERROR. 0 0 ::]—TOP BOLTS, SEE O O DRAWING FOR SIZE, o O INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. O o :::]—BOTTOM BOLTS, SEE O o DRAWING FOR SIZE, EXTENSI❑N BEYOND FLANGE IS ❑PTI❑NAL, AT TOP & BOTTOM. BOLTED END PLATE C❑NNECTI❑N TYPICAL WASHER REQUIREMENTS (UNLESS NOTED ❑THERWISE ON DRAWINGS SLOT TO H❑LE C❑NN, WASHER REQUIRED B❑LT-� WASHERS FT-7 Wayne Brad Baker; P.E. 235 Sanders Road Hahira,.GA 31632 -NUT ON SLOTTED SIDE SLOT lLam HOLE TO HOLE C❑NN, NO WASHERS REQ'D, oeooeaii�ssAe®® BRADiv ®�® d .58 2 ° O e ° • ST OF = �� ��aiiae o�lz:`®v°, SLOT TO SLOT C❑NN, WASHERS ARE REQUIRED ON EACH SLOTTED SIDE. ()K)KWASHER(S) NOT REQ'D WITHIN LAPPED ZEE PURLIN/GIRT AREASXX) ili WASHER ❑T I BUCK STEEL, INC. I ENVIRONMENTAL DEVELOPMENT 5735 FORT PIERCE, FL 34945 FMF- FRAMING DETAILS 11111111111111111111111111111111- Q DOWNSPOUT LOCATIONS 0 i NL V-01 EXISTING NEW ROOF PANEL ROOF PANEL LAP ROOF PANEL INTO EXISTING ROOF PANEL SKYLIGHT ROOF PANEL TAPE SEAL #12 SCREW SKYLIGHT PANEL TAPE SEAL I ROOF PANEL-7 TAPE SEAL 8 ROOF PANEL LAP SCREW TAPE SEAL SKYLIGHT PANEL ROOF PANEL \-STRIP 4" OF INSULATION FOLD VAPOR BARRIER OVER INSULATION FROM VAPOR BARRIER PANEL RIB AND FOLD VAPOR OPTIONAL INSULATION TRIM BARRIER BACK OVER INSULATION STEEL PANEL ENDLAP WITH INSULATION SIDELAP WITH INSULATION (IF PRESENT) (IF PRESENT) NOTE: SKYLIGHT FALL PROTECTION GUARDS/SCREENS REQUIRED BY OSHA ARE NOT PROVIDED BY MBM. NEVER STEP ON A SKYLIGHT. SKYLIGHT INSTALLATION DETAILS FIELD LOCATE: 2 - 3'-0" x 10'-8" SKYLIGHTS W/ TRIM N W M 0 m 0 -0" O INSDALLAMON PROCEDURE I 0 � M _ I 0 M RL e U ROOF SHEETING PLAN PANELS: 26 GA. PBR - NEED COLOR O u U 1. WHILE PANELJNG ROOF, OMIT RIDGE CAPS FOR VENT OPENING AT DESIRED LOCATION. 2. BACKLAP (1) RIDGE CAP 1'-0" LEAVING A 10'-0" OPENING. 3. APPLY CONTINUOUS STRIP OF MASTIC ACROSS BOTH ENDS OF OPENING AS SHOWN. 4. PUCE O/S CLOSURES ON MASTIC ON EACH END. APPLY ANOTHER STRIP OF MASTIC ON TOP OF CLOSURE 5. IF DAMPER IS USED, ATTACH CABLE TO OPENER CABLE 6. FOR NON—FLORIDA APPROVED VENTS, SET VENT IN PUCE OVER BOTH PANEL SIDEUPS & ATTACH w/ /14x 7/8" S.D. SCREWS. (4) PER EACH END AND (1) ON EACH MAJOR RIB OF ROOF PANEL. FLORIDA APPROVED INSTALLATION OMIT STEP 6 AND APPLY STEP 7. 7. FOR FLORIDA APPROVED VENTS, SET VENT IN PUCE OVER BOTH PANEL SIOETAPS & ATTACH TO MINIMUM 1690 SUPPORTS W/ /12 x 2" S.D. SCREWS(MINIMUM PENETRATION TH - -- - -- - - - -- — SPACING: 12" O.C. & 6" FROM EA 6" INSULATION 2 1/2" SCREWS N RIDGE CAP PEAK PURLINS END CAP MODIFICATION FOR ROOF PITCH GREATER THAN 1/12 END CAP IS FACTORY PRE—CUT TO 1/12. THE THREE DOTS EMBOSSED IN THE END CAP REPRESENT 2/12. 3/12 & 4/12 ROOF PITCHES. SELECT THE APPROPRIATE DOT TO REPRESENT -THE ROOF PITCH. SCRIBE TWO LINES FROM THE LOWER CORNERS OF THE END CAP. INTERSECT AT THE DOT. REMOVE THE AREA DESCRIBED BY THE SCRIBED LINES AND INSTALL THE END SIORT AS REQUIRED. Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 Fit y akft s O/S CLOSURE MASTIC T&B e�®% BRAD ®®�®a® N • F �F 0 0 • ' O. 82 r • m o r E OF t� I BUCK STEEL, INC. I I ENVIRONMENTAL DEVELOPMENT 5735 L FORT PIERCE, FL 34945 N MF- ROOF PANELS & TRIM 6 4V (SEE DETAILS FO PANEL END INSIDE CLOD (TAPE SEAL AND BOTTOP NOTES: nlr, rnnlACn Y 21r 2f, U _r 2» 21r U 't 2rr 2» /'./lA1TIAIl END LAP WITH _ • #12 SCREW [1] ALL END LAPS MUST BE A MINIMUM OF 6". [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 'LAP SCREWS ARE USED AT THE PANEL —TO — PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING. LAP SCREW CONTINUOUS TAPE SEAL SIDE LAP PANEL ATTACHMENT AT PANEL END (PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS) 12" 12" LAP SCREW TAPEISEALS #12 SCREW SIDE LAP PANEL ATTACHMENT AT INTERMEDIATE MEMBERS Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 FILE ®�®®aaocsA ep-® ¢� o ®. 58 2 0 o ° ° ®F® I BUCK STEEL, INC. PAGE 6.1 Q DOWNSPOUT LOCATIONS I I - 0 4 5 2 3 6 7 01 ❑ — — — — — — — — — — — — — — — — — — — — — — — WL T T T T v o 0 0 0 0 0 /D7 00 ao ao 00 aO ao v Z 9 9 10 j OPEN FOR "�' �{ BLOCK WALL Y OTHERS /------- --------- --------I SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 GA. PBR — COLOR 0 0 4 5 2 3 6 7 ❑ ❑ WL / + T T T I 0 0 0 , 0 0 0 0/ m 00 N 00 m 00 m/ 4 4 COD OPEN OPEN FOR BLOCK WLL BY OTHERS L— — — — — — I --------- SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 GA. PBR — COLOR Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 BRA �o® 4' ° 0 58 ° om ° EXISTING NEW WALL PANEL WALL PANEL LAP NEW WALL PANEL INTO EXISITNG WALL PANEL FILE copy IIIIIIIIIIIII, IIIIIIIIIIIII,— BUCK STEEL, INC. �t=MEFZ ENVIRONMENTAL DEVELOPh JOB No- 5735 .Oranort FORT PIERCE, FL 34945 ]PAWING HATE SIDEWALL PANELS & TRIM )PAWING NO: I OPAWN Bh PAGE 7 CH °trz F° 0 W LAP SCREW (20" O.C.) #12 SCREW (SEE DETAILS FOR LA PANEL END INSIDE CLOS (OPTIONAL EAVE STRUT GIRT NOTES: [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL —TO — PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING. "i 2/1 u T V -I- 2» 2rr 1— #12 SCREW ,_� LAP SCREW SIDE LAP PANEL ATTACHMENT AT PANEL END (BASE, EAVE STRUT, HEADER, SILL, AND PANEL END LAPS) 1211 12" LAP SCREW #12 SCREW SIDE LAP PANEL ATTACHMENT AT INTERMEDIATE MEMBERS Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 AD SLAB ®3�Q• •.�� F / No. 2 _ • o � a®�• TA OF Imo BeoAIAL IIIIIIIIIIIIIII'IIIIIIIIIIIIIII'- BUCK STEEL, INC. xtmmat ENVIRONMENTAL DEVELOP JOB NO 5735 . ornnow FORT PIERCE, FL 34945 MAWINC UW& SIDEWALL PANEL DETAILS u IR Y 12 I I I I - I I I I I OPEN TO EXISTING BLDG I I I I I I I I I I I I I I L--------------------------------------I ENDWALL: FRAME LINE 1 I I I I Q1" Oa e a t � iv n w j� I I I I I I I I n, c� ao Cn CV 5 I I I I o� N N O I I 00 OD of 00 N N 00 00 00 00 OPEN FOR BLOCK WALL BY OTHERS. - - - ------------ LJ------I ENDWALL SHEETING & TRIM: FRAME LINE 2 PANELS: 26 GA. PBR — COLOR i 12 1 12 P1< As�ct� Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 ®� o D o0 0 • m E S ONAL 1,1111110, ;K 'fEEL, INC. m ENVIRONMENTAL DEVELOPMENT 5735 FORT PIERCE. FL 34945 A^P�I�U� fr IY' 1 1p SLAB GIRT RAKE SUPPORT SCREW 0" O.C.) #12 SCREW D ETAI LS FOR LAYOUT) WITH 3URES Q NOTES: [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL -TO - PANEL ATTACHMENTS. ALL FASTENERS ARE SELF -DRILLING. rr - ff . rr - fr w ff 2„ 2r, 2ff 2„ 2f, 2" #12 SCREW LAP SCREW SIDE LAP PANEL ATTACHMENT AT PANEL END (BASE, EAVE STRUT, HEADER, SILL, AND PANEL END LAPS) 12" 12" LAP SCREW #12 SCREW SIDE LAP PANEL ATTACHMENT AT INTERMEDIATE MEMBERS W4yne 235 Hah o�y>Q:•° NSF o P.E. o. 58 id v m . • .crt •. AT FONAL �R` • .�OR1QP �2�� BUCK STEEL, INC. min LE3 ENDWALL PANEL DETAILS RWNG NO: UFNH Bfi PAGE 8.1 CH E I PURLIN Flange C—Clamp is not an acceptable connection PURLIN (BY. M.B.M.) ATTACHMENT BY OTHERS DO NOT DRILL HOLES INTO THE FLANGES NOTE: M.B.M. only provides the —CLAMP roof purlin. All other material and hardware is by others. Recommended Connection Detail NOTE MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFFECT THE ABILITY OF A PURLIN TO SAFELY SUPPORT HANGING LOADS COMBINED WITH OTHER REQUIRED ROOF LOADS. DUE TO THE VARIABLES INVOLVED IN HANGING LOADS AND THEIR ATTACHMENTS TO THE PURLINS, THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURLINS FOR A PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS tN COMBINATION WITH OTHER ROOF LOADS. IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER OF RECORD FOR THE OVERALL PROJECT TO ENSURE A SAFE HANGING LOAD INSTALLATION. THE METAL BUILDING ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. HANGING LOADS SHOULD NOT BE APPLIED TO THE PURLIN LIP. WHERE PERMISSIBLE, THE BEST PRACTICE FOR HANGING LOADS IS TO ATTACH TO THE PURLIN WEB USING A BOLT AND NUT, OR SELF —DRILLING SCREWS. HANGING UNIFORM LOADS SUCH AS SPRINKLER MAINS OR HVAC EQUIPMENT SHOULD BE DISTRIBUTED OVER SEVERAL PURLINS, AND SHOULD NEVER EXCEED THE COLLATERAL LOAD ALLOWANCE FOR THE ROOF SYSTEM. FOR UNIFORM LOADS THAT RUN PARALLEL TO THE PURLINS, IT MAY BE NECESSARY TO USE TRANSVERSE SUPPORT CHANNELS( A.KA. TRAPEZE BEAMS) ATTACHED TO THE WEBS OR FLANGES OF ADJACENT PURLINS TO SPREAD THE LOAD BETWEEN TWO OR MORE PURLINS. IN SUCH CASES, CONTACT THE BUILDING MANUFACTURER OR A LOCAL PROFESSIONAL ENGINEER PRIOR TO ATTEMPTING TO HANG LOADS FROM THE PURLINS n DOWT INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR TO THE GROUND. GUTTER INSTALLATION C ONLY IF PROVIDED V 999 • ;� / I BUCK STEEL, INC. CUSTOMM ENVIRONMENTAL DEVELOPMENT JOB NO.5735 '2/ 4/1 LOCATIM FORT PIERCE, FL 34945 DRAWING SPECIAL DETAILS ' N'i �r 11 N W Q d' Ll O O w M W U Ll O O w I I I I I i N N N C4 I I I I I I I i Oi O O O O Oi l M M M M M M tO [O t0 t0 t0 t0 I I I I I I I I I I ROOF INSULATI❑N INSULATIONi 6,00' Thick RE Wayne Brad Baker, P.E: 235 Sanders Road Hahira, GA 31632 8d6009Bpp� AD No. 82 `y ° /4�� `� q ®F �► Al — ,Poo lQs�0%%-z BUCK STEEL, INC. NJWOMM ENVIRONMENTAL DEVELOPM JOB NO. 5735 LOCATIOW FORT PIERCE, FL 34945 5r?A O WWE: INSULATION LAYOUT DPAWPJO NO: I DPAWN BY: PAGE 10 CH T OPEN FOR BLOCK WALL BY OTHERS L---- 1- 1 1-L----� ENDWALL INSULATION: FRAME LINE 2 INSULATION: 4.00" Thick RE I I M � I I � 3 3 I 0 0 I I I --� 3_I e I I 0 01 I I I I I I I I I I I I BLOCK WALL �BY OTHERSJ------------_J SIDEWALL INSULATION: FRAME LINE D INSULATION: 4.00" Thick RE e BLOK WALL Y OTHERS I I I SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" Thick RE Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 gee D©oA,o 0 3���°• iv S �F49 0.58 . cop:. E IF X0R1Q �� a® AL IIIIIIIIIIIIIII1IIIIIIIIIIIIIII1- BUCK STEEL, INC. :Lmmm ENVIRONMENTAL DEVELOPMENT JOB NO: 5735 LOCATION'. FORT PIERCE, FL 34945 NNYlINO WE - INSULATION LAYOUT DR4MG NO. I DRAWN BY: PAGE 10 CH -r' • r� 1 ROOF PANEL I/S CLOSURES GUTTER WALL PANEL INSULATION INSULATION EAV E D ETA I L NOTE: FOLD ROOF INSULATION BACK 3" TO 6". WALL PANEL I/S CLOSURE (OPTIONAL) BASE TRI (PROFILE MAY V BASE D ETAI L NOTE: FOLD INSULATION BACK 3" TO 6". CAUTION: FAILURE TO FOLD FACING OF INSULATION BACK FROM THE PANEL EDGE AT THE BASE AND EAVE COULD RESULT IN PANEL DAMAGE AND WILL VOID THE PANEL WARRANTY. ROOF PANEL RAKE TRIM INSULATION INSULATION WALL PANEL RAKE DETAIL WALL PANEL INSULATION INSULATION CORNER DETAIL O/S CORNER TRIM WALL PANEL ROOF PANEL ---i SKYLIGHT PANEL - SKYLIGHT TRIM INSULATION ROOF PANEL SKYLIGHT TRIM - INSULATION [1] INSTALL SKYLIGHT TRIM ONTO PURLINS. PURLIN [2] INSTALL INSULATION OVER SKYLIGHT TRIM. [3] INSTALL ROOF PANEL AND SKYLIGHT PANEL OVER INSULATION. [4] CUT OUT INSULATION FLUSH TO SKYLIGHT TRIM WITH A RAZOR KNIFE. SKYLIGHT TRIM DETAIL m®� Wayne Brad Baker, P.E. 235 Sanders Road Hahira, GA 31632 D r ° 0.58 8 • o ° a TE F : N jAlLORI BUCK STEEL, INC. emu: ENVIRONMENTAL DEVELOPMENT 509 Na 5735 NO.. v PAGE 10.2