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HomeMy WebLinkAboutMETAL BUILDING PLANBUILDING INFORMATION: BUILDING SPAN: 40 BUILDING LENGTH: 60.33 EAVE HEIGHT: ROOF PITCH: 2.0:12 BUILDING COLORS: GABLE/EAVE: JAMB: BASE: CORNER: GUTTER: DOWNSPOUT. PRIMARY FRAMING: SECONDARY FRAMING: DESIGN LOADS: DESIGN CODE/ED.: FBC 20 CM EDITION) LIVE LOAD ROO 20.0o P.S.F. DEAD LOAD ROOF 2.OD0 P.S.F. SNOW LOAD(ROOF)n•_P.S.F. WIND LOAD 157 M.P.H. EXPOSURE: ,C,_ SEISMIC ZONE: R SEISMIC COEF.: 0.100 COLLATERAL LOAD ,1_P.S.F. IMPORTANCE FACTORS: WIND: Iw= 1.0n SEISMIC: le= 1.00 SNOW. Is= 1.00 SHEETING INFORMATION: ROOF COVER: SX COLOR: Golvalume/Plain GA: 26_ WALL COVER: SX COLOR: Cool White GA: 2�.-_ LINER PANEL, COLOR: GA: GABLE SOFFIT: COLOR: GA: SAVE SOFFIT: COLOR: GA APPROVAL NOTES THE FOLLOWING COMMONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: 1. iT IN IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: A BE MADE IN CONTRASTING INK. & HAVE ALL INSTANCES OF COW 22W INDICATED. C. BE LE60LE AD UNAIANGUOUS. 2. DATED SIGNATURE S REQUIRED ON ALL PAGES. 3. MANUFACTURER RESERVES THE RIGHT 10 RE -SUBMIT DRAWINGS WITH S(TENSK OR COMPLDR CHANGES REWIRED TO AVOID MSFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. 4. APPROVAL OF THESE DRAWINGS INDICATES CONC.LISIVEL.Y THAT MBMN METAL BUILDINGS WAS CORRECTLY INTERPRETED THE CONTRACT RMUIREMOITS, AND FURTM CONSTTUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. 5. MY CANOES NOiED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE 70MS AND REWIEICDNTS OF THE CONTRACT BEIWEEIN MNA FACTNER AND ITS CUSTOMER ARE NOT BIDING ON MANUFACTURER UNLESS SUUBSEMMY SPENICALLY AM40M IDGED AND AGM TO IN WRIT= BY CHANGE ORDER OR SEPARATE DOCUMIEN 'ARONL MANUFACTURER REWGNIZES THAT RUBBER STAMPS ARE ROIUTi&Y USED FOR 107M APPROVAL, DSAPIWWAL, REECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER. MANUFACTURER DOES NOT ACCEPT CHANGES OR ADOiONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SUM INDICATION OF APPROVAL, DISAPPROVAL. ETC. SUCH IANWACE 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 COSTING BETWEEN MANUFACTURER AND ITS CUSTOMER. 6. R IS THE RESPONSIBILITY OF THE CUSTOMER TO FELD VERIFY ALL OWING OOHDRIOIS PRIOR TO FABRICARON. 7. FA RARE TO RESPOND TO CLOUDED AREAS MO AREAS TO VERIFY MAY PERU IN ADDITIONAL COST AND/OR SCHEDULE DELAYS FOR WHICH MBM I WILL NOT BE RESPONSIBLE. L ANY CHANGES MADE AFTER 1HE MBM CUSTOMER HAS SIGNED AND RER04ED THE APPROVAL DRAMM AND THE PROJECT IS R814SED FOR FABRICATION SWILL BE BILLED TO THE CUSTOMER INCLUDING MATERIAL. LNG. AND 01HER COST. �IN NO CASE SHIOUND tGALVAILUMEE STEil PANELS BE USED IN COWUINCTION WITH LEAD OR COPPER.' BOTH LEAD AND fAVE HARMFUL CORR0610N EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WERE?! THEY ARE USED -IN CONTACT YNIH GALVMNCE STEEL PANELS. EVEN RUIN -OFF FROM COPPER. HASH NG, WIRING. OR TUBING ONTO GALVALUME SHOULD 8E;'AVOIDED. ACCESSORIES DESCRIPTION 2 - 10'-8' LO-PROFILE GALVALUME CORAVENT (FIELD LOCATED) 2 - 3070 DOOR FRAMES 2 - WINDOW FRAMES 5'- 1 - 12'-0' x 14'-0' FRAMED OPENING 1 - 10W x 10'-0' FRAMED OPENING Ir ROOF & 4' WALL INSULATION PM EAT A Li BNA BUILDINGS DRAWING COVER SHEET FOR: CUSTOMER: ADDRESS: 535 SE SOUTH NIEME)(ER CIR PORT ST LUCIE, FL 34952 PHONE:772-263-9129 FAX: PROJECT: JOHN MALANCZYN LOCATION- FT PIERCE, FL 34945 GENERAL NOTES 1. MATERIALS: MINIMUM YIELD: HOT ROVED BAR Fy - 50 IW MIN. STRUCTURAL STEEL SHEET Fy - 50 la! MIN. STRUCTURAL STEEL PLATE Fy - 50 kd MIN. COLD FORMED SHAPES Fy - 55 kd MN. ROOF AND WALL SHEETING Fy - 8D.k8I MN. 28K ROOF AND WALL SHEETING Fy - 50 kil MIN. 24GOL BOLTS A307 AND A325 MIBM METAL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. 2. A325 BOLT TIGHTENING REMAiEMENTS ALL HIGH STROM BOLTS AiE A325 UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHAD. BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD IN ACCORDANCE WITH THE LATEST EDITION AEC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BITS'. A325 BOLTS SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE 'TURN OF THE NUT' METHOD. ALL BOLTED CM807ONS. FOR SHEAR / BEARING COIINEC110N TYPE WITH BOLT THREADS D(CLUDED FROM THE'SHEAR PLANE SWLLL BE SMUG TIGHT ONLY. 3. ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRICER. TTIS PAINT Is NOT INTENDED FOR LONG TERM DPOSURE TO THE ELEMENTS. 4. PRE -FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE ROOF SHEETS AND AT THE ErDWWALLS BETWEEN THE RAKE TRIM AND THE EHDWALL SHEETS. 5. BUILDING OEM AS PER METAL BUILDING SYSTEMS MANUAL 201& 6. WALL AND LINER PANELS ARE AN INM AL PART OF THE STRUCTURAL SYSTEM. UNAUTHORIZED REMOVAL OF PANELS OR CUTTING PANELS FOR FRAMED OPENINGS NOT SHOWN S PROHIBITED. 7. OL-CAIDNINO. A PERCEIVED WAVMW INHERENT TO LIGHT GAUGE META.. MAY E M. THIS CONDITION DOES NOT AFFECT THE snWUURAL INTEGRITY OR THE FINISH, AND THEREFORE IS NOT A CAUSE FOR REJECTION. B. ANY TYPE OF SUSPENDED OR LOAD INDUCING SYSTEMS S PROHIBITED F ZERO COLLATERAL, LOADTHE CONTRACT. THE WOULD INCLUDE LIGHTS. DUCT PPFINGS, AND RSUU 71DESIGNAfED'ON TYPES OTHER THAN 3' STANDARD DUTY FIBERGLASS BLANKET INSN.AWK ECT. PANELS ARE NOT DEMO OR MOM 70 _ 9. OF MY PE�WUING. STEPPING. OR ON THEM. THE WDgNT 10. ANCHOR BOLTS - PER MBMA GUID % MBM DESION8 THE OuwETER. PLACEMENT PA AND PROJECTION OF ili ANCHOR BOLTS ONLY. FOUNDATION OEM CONSIDER"EDGE DISTANCE. -ARE FERMI 6 BOLT EMBEDMENTEI) BY AND � THMINIMUE FOUNDATION DNO W OR OILERS. NOT LOA BUILDER / CONTRACTOR RESPONSIBIU71ES I. iT S THE RESPOt518M OF THE BUILDER/CONTRACTOR TO NOURE THAT ALL PROJECT PLAITS APO SPOfN07M COMPLY WITH THE APPLICABLE mwimENTS OF ANY GOVERNS BUILDING AUTImnEL THE SUPPLYING OF SEALED DNGINEL m DATA MID CRAW w FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY oR CONSTME AN AGREEMENT TWIT MBMI METAL BUILDINGS OR iTS OWN ENGINEER S ACITNG AS THE ENGI M OF RECORD OR DESIGN PROFiSSIONAL FOR A CONSTRUCTION PROJECT. 2. THE CONTRACTOR MUST SECNE ALL REQUIRED APPROVALS AND PERMITS FROM ROE APPROPRNITE AGENCY AS REWIRED. 3. APPROVAL OF MBMU METAL BUXONGS DRAWINGS AND CALWIATOPS INDICATE THAT MH9M METAL BUILDINGS CORRECTLY INTERPRETED AND APPLIED THE REQUIiEIMM OF THE CONTRACT DRAW M AND SPECIFTGTONS. (AISC CODE OF STANDARD PRACTICES,, 157H ED.) 4. WHERE DISCREPANCIES EXIST BETWEEN MOW METAL BUILDINGS STRUCTURAL SMEI. PLANS AND THE PLANS FOR OTHER TRADES. THE STRUCTURAL STEEL PLANS SHALL 0OVERUL (N9C CODE OF STANDARD PRACTICE 15TH EA) 5. DESIGN WNSOERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MOM METAL WLOM ARE THE RESPONSIBILITY OF THE CONTRACTORS AO ENGINEERS OTHER THAN M6M METAL BUXOM EiXREERS UNLESS SPECIFICALLY INDICATED. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL 0WION OF STEEL AND ANTED WORK IN COMPLIANCE WITH MOM METAL BUILDINGS 'FOR CONSTRUCTION' DRAWINGS. 7. ALL BRACING AS SHOWN AND PROVIDED BY MBM METAL BUILDINGS FOR THIS BUILDING S REWIRED AND SHALT. BE NSTALLED BY THE OEM AS A PERMANENT PART OF THE STRUCTURE. 8. TEMPORARY SUPPORTS. SUCH AS TEJJIPOfUIfA t1f GUNS BRACES FALSE WORT(. CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPEAATION WILL BE DETE MM AND FURNISFiO AND INSTILLED BY THE EHiEC M THESE 70 PORAW SUPPORTS WILL SBCURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING. AGAINST LOADS COMPARABLE IN NIIENSRY TO THOSE FOR WHICH THE STRUCTURE WAS DFSIGNM RESULTING FROM WINO 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 DIE TO TORNADO. EXPLOSION OR COLLISION. W CODE OF STANMRD PRACTKE, 15TH ED.) 9. M IRM METAL BUILDING STANDARD SPECFiCATONS APPLY UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS. MEIN DESIGN. FABRICATION. QUALITY CRIRERU` STANDARDS, PRACTICE, METHODS. AND TOLERANCES SHALL GOVERN THE WORK ANY OTHER INiEMTM11ONS TO THE CONTRARY- NOiWOMSTANDING. iT S UNDE10000 BY BOTH P� THE 0 RESPONSIBLE FOR C,ARIFiCAMONS OF INCLUSIONS OR EXIXUSIONS FROM 10. ANCHOR BOLTS AND FOUNDATION BOLTS ARE DESIGM. FURNISHED. AND SET BY THE CUSTOMER IN ACCORDANCE WITH AN APPROVED DRAWING. DIMENSIONAL ACCURACY SHALL SA NY THE REQINRaIENTS OF SECTION 7.&1 OF UDE OF STANDARD PRACTICE FOR STEEL. BUILDINGS MO BRIDGES' IN THE AM MANUAL 11. MBMI DOES NOT I VESME THE I FLUEINCE OF THE METAL BUILDING SYSTEM ON COSTING BUILDINGS OR STRUCIUUREL THE END CUSTOMER ASSURES THAT SUCH BUILDINGS AND STRUCTURES ARE ADEQUATE TO RESIST SNOW DRFTS. WIND LOADS, OR OTHER CONDITIONS AS RESULT OF THE PRESENCE OF THE META. BMW SYSTEM. 12. NORMAL E1WIOH OPERATIONS INCLUDE THE CORRECTION OF WW MISERS BY MODERATE AMOUNTS OF REAMING. LIPPING, OR CUTTING AND THE DRAWING OF ELEMENTS INTO LINE TFI UGH THE USE OF DRIFT PINS. ERRORS WHICH REWIE MAJOR CHANGES IN THE MEMBER CONFIGURATION ARE m BE REPORTED IMMEDIATELY` TO MOM BY THE CUSTOMER TO ENABLE WHOEVER S RESPONSIBLE TO EITM CORRECT THE ERROR OR APPROVE THE MOST EFFICIENT AND BUILDINGSAND WBMOGF� I1MIEMOD OF CORRECTION MANUAL; SECT ONB BE ED . C� OF STANDARD PRACTICE FOR STEEL. I& ALL DOCUWENTATKIN AND RECORDS SHALL BE TIE RESPONSIBIITY OF THE CUSTOMER. 14, ANY CLAMS OR SHORTAGES BY THE BUYER MUST BE MADE TO MBM WITHIN SEVEN (7) WORKING DAYS AFTER DELIVERY, OR SUCH CLAIMS WILL BE CONSIDERED TO HAVE BEEN WAVED BY THE CUSTOMER AND DISALLOWED. 15. CLAIMS FOR CORRECTION OF ALLEGED MISFITS WILL BE DISALLOWED UNLESS MBM SWILL HAVE RECEIVED PRIOR NOTICE iHEREOF AND ALLOWED RFAI3OIQ&E INSPECTION OF SUCH MISFITS. ORDINARY INA IRACIES OF SHOP WORK SIKL NOT BE CONSTRUED, AS MISERS. NO PART OF THE BUILDING MAY BE RETURNED OR CHARGES ASSESSED FOR ALLY MISFITS WITHWT PRIOR APPROVAL FROM MBA. 16. NEITHER MBM NOR THE CUSTOMER WILL CUT. DRILL. OR OTHERWISE ALTER THEIR WORK. OR WORK OF 01HER TRAM 70 WORK IS CIEARLY SPECIFIED IN TIE CONTRACT DOCUMENTL WHENEVER ACCOMMODATE IS SPECFED THE CUSTOMER 6 RESPONSIBLE FOR FURNISHING COMPLETE INFORMATION AS TO MATERIALS. STD:. LOCATION AND NUMBER OF ALTERATIONS PRIOR TO THE PREPARATION OF SHOP DRAWINGS. \�\\I•--•'//// ERECTOR NOTE ���\���'�'®�'//�` ONLY USE DRAWINGS ISSUED �� �GENsE ' •Lip "FOR CONSTRUCTION" TO ERECT BUILDING �' N0. 439 '^ REVMWED FOR '2x DOe I :.4j, CODE COMPMANCE FILE COPY ®••• STATE OF \ ST. LME COUNTS °��PCOR1oP �G;�\� MCC /A 0NA- BM The choice In pre-engineered METAL BI metal buildings 4723 W ATLANTIC AVE, STE A20 (800) 293-2097 1 JOB NO. DELRAY BEACH, FL 33445 www.mbmi.biz 28266 2'-4 11/2' 2' ANCHOR BOLT DIMENSIONS No, 53439 ; . SI ATE OF f .•�G/�: ii Ir 3 4/4w r— A F i D D B C N1 C REVIEWED FOR 'LODE CO PLANCE ST LUCIE COUNTY OCc 3 1�4' DD 4 't+R** is B ANCHOR BOLT PLAN NOTE: All Base Plates O 100'-0" (U.N.) Dia- 5/8' t� Dia- 3/4' FILE COPy e 0 a 10 . t� r M DETAIL A Dia- 5/8' N r- r;�' DETAIL 8 Diat 5/8' 10 " o k I a 00 See Plan DETAIL D a DETAIL C DETAIL F r'--i 2 W2• 3" 3" 8 1/4" Sw 3" 3" 8 1/4- - Sw 0 BUILDING BRACING REACTIONS t Reactions k) Paear -Wall -Col -MMd - - ic- Ib ft Loc Line Una Horz Vert Harz Vert Wind Seta Note F-WJ 3.4 5.6 3.5 0.3 0.2 (h) R_EY11 5 EB 2.8 3.3 0.1 0.1 B_SYY A 41 5.6 3.5 0.3 0.2 (h)Rigid frame at endwan ADDITIONAL NOTES ON WIND LOADS FOR FLORIDA BUILDING CODE IIR'1 `►�i 7.� •' F .11, i I. 1 j"17 rl 1^1 h/ :•' .71' - FA�--I WMVL PRESSURE COITIMI S PER TABLE 2a13-1. /SCE 7-10 LONG ME I PREMIRE OPEN I 0.0 OLL OiH R ENCLOsm RBLNLDNMII -0.1 ?HE LOW RISE WIDNG WIND PREWRE FOR 7K MAIN WiND FORCE RMWING SYSTFit 6 GPM IN CHAPi R 26 OF ASCE 7-16 I FLORIDA PRODUCT APPROVAL NUMBERS I PANEL NAME GA. I FL SUPER SPAN MULL PANEL 24 17702.1 7.2 WALL PANEL 26 17702.2 LOW SPAN X WALL PANEL 26 17702.3 SUPER SPAN X WALL PANEL 17702.4 Low 1118 X ROOF PANEL 26 1 00.1 SUPER SEAM I ROOF PANEL 24 17700 3 WU SEMI PLUS ROOF PANEL 24 17700. SUPER SPAN X ROOF PANEL 28 17700.5 SUPER SPAN X ROOF PANEL 24 17700.E N %1.No. 53439 :®•• STATE OF •'• �: i °�� RiOR\DP`••�o�o�� `�Illlllll��� RIGID FRAME REACTIONS (k ) @ 3 4 Dead + Collateral + Live Dead + Collateral + Live 2.5 2.5 .f 6.4 I8.4 Dead + Wind Dead Viit►d Wlrrd F+Vnl.7 _0.7 114.9 19 0 NOTES FOR REACTIONS Buil roactiors are based on the following building data: BC IANCHOR B - 40.0 80.0 / 114.5 - 2.0 2. .0 0 200 12.0 - 107.0 - � 20 (7TH EDMN) 1.00 - 11.00 �) 0.10 SUMMARY Qty Locate In Type (f 24 Framer 4' A�307 3 0000 24 Frame GENERAL NOTES 1. Foundation design and construction earl of the responsibility of 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be rately . act to a tollerance of+%+ - 1/8 in both elevation and iodation. Anchor bolts are to be type A36. 4. Column base are designed of 1125 pounds �perr squans�inch. 5. Reactions are based on ASD design MBUILDINGSM METAL 4723 W ATLANTIC AVE. SUITE A20 DELRAY BEACH. FL 33445 TEL.: 800-293-2097 RIGID FRAME REACTIONS (k ) ® 1 Dead + Collateral + Live Dead + Collateral + Live 1.5 1.5 yf 4.2 14.2 Dead + Wind Dead VAM Wind +M94.0 _3.6 �19.6 18.1 RIGID FRAME REACTIONS (k ) ® 2 Dead + Collateral + Live Dead + Collateral + Live 2.5 2.5 ~Ff 6.4 f s Dear i°JFa pop. d CODE�[F-Ffc ANCE S`T®L'. � Yx ®CC n 3 +Vfi I ,CIE COPY l ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL. Deod+CoOatml+Live - 3.6 MAXIMUM VERIH:AL Dead+WtRd l-10.3 MAXIMUM HORIZONTAL. Dead+wind - 4.4 JOHN MALANCZYN JOHN MALANCZYN 2756 S BROCKSMITH RD FT PIERCE, FL 34945 A. WLT DETAILS & RFA=ONS I ,roe No 28266 3. Anchor bolts shall be rately . act to a tollerance of+%+ - 1/8 in both elevation and iodation. Anchor bolts are to be type A36. 4. Column base are designed of 1125 pounds �perr squans�inch. 5. Reactions are based on ASD design MBUILDINGSM METAL 4723 W ATLANTIC AVE. SUITE A20 DELRAY BEACH. FL 33445 TEL.: 800-293-2097 RIGID FRAME REACTIONS (k ) ® 1 Dead + Collateral + Live Dead + Collateral + Live 1.5 1.5 yf 4.2 14.2 Dead + Wind Dead VAM Wind +M94.0 _3.6 �19.6 18.1 RIGID FRAME REACTIONS (k ) ® 2 Dead + Collateral + Live Dead + Collateral + Live 2.5 2.5 ~Ff 6.4 f s Dear i°JFa pop. d CODE�[F-Ffc ANCE S`T®L'. � Yx ®CC n 3 +Vfi I ,CIE COPY l ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL. Deod+CoOatml+Live - 3.6 MAXIMUM VERIH:AL Dead+WtRd l-10.3 MAXIMUM HORIZONTAL. Dead+wind - 4.4 JOHN MALANCZYN JOHN MALANCZYN 2756 S BROCKSMITH RD FT PIERCE, FL 34945 A. WLT DETAILS & RFA=ONS I ,roe No 28266 I� I� GENERAL NOTES: 1. FOR STANDING SEAM SCREW DOWN ROOF 2. ATTACH ROOF PANELS 4' O.C. AT RIDGE V 6' O.C. AT EAVE 4' 12" O.C. AT ALL 3. USE #14 S.D. SCREW 12" O.C. 130 MPH 4. SE 014 S.D. SCREW S. USE 112 TEK2 SCREI 6. MBMI HIGHLY RECOMb TO PROTECT THE GU _S 9 N 04 N 04 N Ix C /\ G* \Ctu — yp / — yP \\ // C 2 \ lz ei PURLILINN STANDING SEAM MANUAL. FOR hs WITH #12 S.D. SCREWS AS NOTED: VER WIND LOAD & .�130 MPH�k OVER WIND LOAD). •' 1'-t 3/4' ROOF FRAMING PLAN z =t_s�/4" F� e. _ E E_ COUNTY mo' y ` ,Y " f � 3BOCC 10E14 \ \� jIIII►//// No. 53439; 70• i ®� •. STATE OF ///I `S/OAlA\- /1111111100\ ROOF SHEETING - 50r '4:, �, " MM JOHN MALANCZYN JOHN MALANCZYN METAL BUILDINGS 2756 S BROCKSMITH RD 4723 W ATLANTIC AVE. FT PIERCE. FL 34945 SUITE A20 DATE DELRAY BEACH, FL 33445 6 16 21 3 OF 10 TEL.: 800-293-2097 rW MM ING 4im No 28266 Ec—s RF3-1 RF3-1 RF2-1 GIRT t•—t g t•—t 3/' LAPS 1•-1 3/4" 1'-1 3/4' BACK SIDEWALL FRAMING: LINE A Q Y Q Q g_ o g o 0 r - -I r - -I BI ID5) I� L J L J O O 1 Panel Start�� BACK SIDEWALL SHEETING & TRIM: LINE A GENERAL NOTES: 1. FIELD SLOT FLUSH GIRTS FOR BRACING IF REQURI 12 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH S.D. SCREWS AS NOTED: 4" O.C. AT BASE & TOP OF PAN, 12'O.C. AT ALL OTHER GIRTS (6 O.C. 130 MPH & OVER WIND LOAD). 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS 4. J((12" O.C. 130 MPH & OVER WIND LOAD). E �14 S.D. SCREWS 24" O.C. AT CORNER TRIM. (12' O.C. 130 MPH & OVER WIND LOAD). 0 2 WINDOW FRAMED OPENING DETAIL (2 LOCATIONS) ST. LME COUNTY BOCC 4� �• � , ISO �i G � i No. 53439 FILE COPY a o ®'• STATE OF ®ONAL .�� /011111 ►0\\ MM JOHN MALANCZYN JOHN MALANCZYN METAL BUILDINGS 2756 S BROCKSMITH RD 4723 W ATLANTIC AVE. FT PIERCE, FL 34945 SUITE A20 DELRAY BEACH. FL 33445 6 16 21 1 4 OF 10 TEL.: 800-293-2097 SIM" ELEVATION ,we No 28266 GENERAL NOTES: 1. FIELD SLOT FLUSH GI 2. ATTACH WALL PANELS 3. 4. 4' 60'-4" OUT —TO —OUT OF STEEL 2 3 20'-4" 20'-0" 20'— " J IB N. / _ \ / \ / K / \ / \ / \ / IN / \ I---------------- ------------------------ ---------- — — — — oa RF2-4 R173-1 GIRT LAPS 1'-1 ve FRONT SIDEWALL FRAMING: LINE J RF3-1 V—t 3l4j V-4 3,1r EC-5 g o g I \ I m I 1 I I I I t Panel Start l-- FRONT SIDEWALL SHEETING & TRIM: LINE J U1'[/1WIIVV FFOR vimblur-31t)�� FOR BRACING IF REQURI ) ❑�ca.eeesoore�: FRAMING MEMBERSWITH 712 w1N°w, rw°�iea ae o�0mlr�ilri�ll�i oua, A0N„o P e/1 t/21 POW 7 OF PANELS : � METAL BUILDINGS GIWS (6" O.C. 130 MPH do OVER WIND LOAD). XFm . Iml reap ex oeeallox lo► nlle ❑ 4723 W ATLANTIC AVE. I" O.C. (MAX.) AT PANEL SIDELAPS a � K e IRarex retoe erwellrt � ICr louaa�. aer VER WIND LOAD . a°ea 4 QED " 10R a01i1'r M " 00 K omemam SUITE A20 E" O.C. AT CORNER TRIM. Eam a` DELRAY BEACH. FL 33445 ❑ VER WIND -LOAD). 'TEL.: 800-293-2097 2ICT-102 ITRIM_111 3 ET-102 TRIM_101 4 CF-102 0 1 8X25Z16 1 8X25Z16 REVIEWED FOR CODE COPLENCE-Z ST.1ME COUNTY Bocc JOHN MALANCZYN JOHN MALANCZYN 2756 S BROCKSMITH RD FT PIERCE, FL 3494-5 SMCvAU. 8"AnoN I im No 28266 42r 12 IA l l �• l r! - !— — _ II II G=261 III l I I I — — — RA1003-91 — 7 — — — — — — — — — — (FIELD ��) EC-1 EC-2 EC-3 ENDWALL FRAMING: LINE 1 NOTE: 12 -0 X 14 -0 DOOR CLEARANCE IS 21 13 16 . P 4 1 ,-',!l�n�'T mow-_ C 3 1/16" ! 8 15/16" \ \ - N \ i M - \ - •Go r fq 2"� Q2" �Xp 44 C:�� J • �o � � \\��t►Illrrr ii ENDWALL SHEETING & TRIM: LIN����\\`� E 'V _ NO. 53439 1,61zl �= GENERAL NOTES: ®•• STATE OF : R; ❑ 1� AT COLDFORMEDFRAMING MEMBER3ING (IF REQUIRED)�`��� 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES ///rrONA\l \\\ GREATER THAN 1:12. 3. SEE SIDEWALL DRAWING FOR ADDITIONAL NOTES do SCREW i'l cLO-0 LU-o r-u-i 3070 FRAOME (Fl°-D 6E) ENDWALL FRAMING: LINE 4 Nj C� 0 Q 9 O 2"� t t I ! ! !of I ! I I j Lo to F� Y I I •I iu • is j I II I I c I j n m � I • I e I al le I t ENDWALL SHEETING & TRIM: LINE 4 2 CT-102 3 MT106C 4 CF-108 5 SP82 71MT1160 8 JT-101 9 HT-101 2 1 AK504 4 CCA005 5 XCL1 6 XCL2 307o FRAMED OPENING DETAIL (2 LOCATIONS) FILE COPY M M JOHN MALANCZYN JOHN MALANCZYN METAL BUILDINGS 2756 S BROCKSMITH RD 4723 W ATLANTIC AVE. FT PIERCE, FL 34945 SUITE A20ralrDELRAY BEACH, FL 33445 6 22 21 6 OF 10 TEL.: 800-293-2097 ENDwALL n"Atar+ Idoe No 28266 6 6 6 6 6 6 6 6 6 6 I SP-2 14 4 0 A325 0.625 1.75 1 6" V8" 1'-6 7%8" I FLANGE BRACES: (1)) One Side; (2) Two Sides FBxxA(1 )° xx-len(A(in) A — L2X2X14 42" 8 1 GENERAL NOTES: CONSTRUCTION NOTES R 1. ALL FIELD CONNEC WITH A325 H. S. 2. ALL FIELD CONNEC A307 MACHINE 80 3. WELDING PROCESSE 1.3OFAWSD V Mark Outsida on Lp engUh RF2-2 RF2-3 RF2-4 17.1/18.0 1 B.0/12.0 12.0/18.0 18.0/17.1 0. 664 0.135 0.135 0.164 36.0 219.0 219.0 36.0 6 x 3/16" x 23.1 5 x 3/16" x 219. 5 x 16" x 219. 6 x /16" x 23.1 axa id x 140.0 5 x 3%16; x 217.1 5x3/16 x145.6 b'-6 3/8" 35'-6 3/4" 1'-6 3/8'1 , Clearance 40'—Q" OUT—_TD—OLE QF SM FILE © OENS N0.53439 FRAME ELEVATION: FRAME LINE 1 2"� 1 /4" — �• �lLv I2 us „� �nnaxaaaurowwr MBUILDINGS JOHN MALANCZYN .— °•' .' 40 nW. as Mc role oowovnML y aanx n®t " � P e/1 m FOR Pmwr JAS JOHN MALANCZYN HE RIGID FRAMES. 5 OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. 'TURN , STATE OF ..° ®�° ° ° °•.�COR10P,.•° �� oo ri OWN ��®ge m teaar aaEwauar: METAL 2756 S BROCKSMITH RD S AND INSTALLED BY THE OF THE NUT' METHOD. 5 OF SECONDARY FRAMING SHALL BE BOLTED WITH / .. , .. C? s�j/���® �� ��� 0 naaaa aaav�Ion roan n0u aaat an uoaaaa0oa at0r ww N txv M � tar 1136 aw oN.ad4 aaamaEOw^0rm 0011a�naaaaron aw K 00asaaeo AS 4723 W ATLANTIC AVE. SUITE A20 FT PIERCE FL 34945 ' DATE E CommDELRAY BEACH. FL 33445 6 22 21 7 OF 10 iSED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. l/!l111111���\\ 0o�e W1ML 4milla TEL.: 800-293-2097 Rxiro FRAME ELEVATION ,roe No 28266 Mark Tory S SP-1 4 SP-2 1 4 FFBxGE. AA(1). xi A - L2X2XI, Q2" 12 IGENERAL NOTES 2. 3. I11M1 QW- hsl 'r— c:a-m -1 -6 Mark 17. 6 x S/16- x 23.1 �1'-6 3/80 35'-6 3/4" 1'-6 3/8.1 , Clearance \\\`�iilllrrr��/ \\ !QUT OF STEEL - - - No.53439 R D TRAME ELEVATION: FRAME LINE 2 3 - RAWING STATU 2-t:,, 12 Ile OR THE RIGID FRAMES. OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. :110NS OF SECONDARY FRAMING SHALL BE BOLTED WITH Vs. ES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. 1. 2-cq Z 1 %� • STATE OF ®,�'•. .•. FCORIDP,.• �i � � �� // �` //� ��po� , ���� S&AW110m Qf"L wo°"�+aie10Ria� a�0oim"01tiu,� °o aY 1p1'n® s No" MY omm „m omm3MNS commo:DaCUP R ❑ mum X ,� a...os sties ae rwn � n DO ON wor ew. awl mm 0" in wor awr 's�'"�^'"�o" owum m - cw a aolomm m ❑" pA110R Offrm I METAL WBUILDINGS 4723 W ATLANTIC AVE. SUITE A20 DELRAY BEACH, FL 33445 TEL.: 800-293-2097 JOHN MALANCZYN P 8/11/21 FOR PERMir ,ups ER JOHN MALANCZYN 2756 S BROCKSMITH RD FT PIERCE. FL 34945 6 16 21 8 Rtwo FRAME EMATMN JOB NO ETA OF BuLow DID OF WALLOW 1/2• x , i/4 1 2' x 1 1/4' END OF BLALWNG BOLTS ' + 7EK2 SCREW PURLIN ENDWALL RAFTER p ENDWALL RAFTER 2 �IIK 2 7 801.75 j�j ENDWALL COLUMN SCREW o o // 0 0 — — .. — RAKE ANGLE A307 BOLT/4. — — — O O WELDED WELDED CONNECifoN CONNECTION 0 1E PLATE 0 0 — — — — — — ro 0-1 I I PAxaW Pl m 7 x , ,/4• 7 BOLTS LO OJ L//RANrE RACE rpw� M�a1//2X T1/4AJ07 Tex e' mN cduM EanusF WMI 10' Er amMm 1 2' x 1 1/4' SOLT SEE ENDWALL DRAWING SEE ENDWALL DRAWING B0175•RTS NORAKE ANGLE ON BOTTOM OF PURLIN AT OPEN WALL OR OVERHANG. SECTION THRU NOTE: RAKE ANGLE ON BOTTOM OF PURLIN AT OPEN WALL OR OVERHANG. PURLIN TO ENDWALL RIGID FRAME � QUANTITY BH ENDWALL RAFTER TO COLUMN FOR EDIT SIZES 9 ENDWALL RAFTER TO COLUMN C4 ENDWALL COLUMN TO WALL GIRT ENDWALL RAFTER 14 CORNER COLUMN PURUN O G O O 1ENDWALL COLUMN a• X , 1/' GI/1 t/A307 ENDWALL OSOLIS OUN. CONNECTIONO V O WELDEDT ---------------- CONNECTION PLAIE e o II CUP GIRT' riT COLUMN O O OJT o III RAFTER LO o SIDEWALL GIRT' ENDWALL GIttl5 O O 12 TE KS SEE ENDWALL DRAWING 1 Z' x 1 1/4' ENDWALL GIRT 1//2' X 1 IleSZ-1 FOR BOLT DIA AND 7YPE FLANCE BRACE A� BaTS A307 SOLIS (BOTH 5AES lW. NTD.) SEE CRESS SECTION 9 ENDWALL COLUMN TO WALL GIRT D4 CORNER COLUMN TO WALL GIRT D15 CORNER COLUMN TO WALL GIRT RAFTER SPLICE AT SURFACE CHANGE G2 PURLIN TO INTERIOR FRAME RAFTER Be of manams URME UK MID $iE CROSS SE7O110N 1 nx 2 SCRNsW SAVE SIRUP EAVE STRUT _ _ AL OOLIDA) ----------- IO OT 1 2' AA301 P417E 1 EATS/4• DOOR WW COLUMN OR 1/22 x 1 1/4• IF REq'D. I*0 i BRACE GRIP RAFTER WEB p A348 Elm'm A�IfilE — — — — _ _ _ — _ HILLSIDE — _ _ _ _ CAKE WASHER FLAT WASHER O O O o O O EYEBOLT O c O O FRAME — — ---—------- ---- — COLUMN DOOR HEADER SLOT IN WEB TO INSERT ORI ��T R*= AND EYEBOLT A3o7 BOLTS/r 1 2' / ' SECm EIEVAT10tN NOTE: RAKE ANGLE ON BOTTOM OF EAVE STRUT AT OPEN WALL OR OVERHANG. SECTION ELEVATKIN H2 GIRT TO COLUMN I I i I tgA)$iEA� STRUT TO ENDWALL RAFTER J2 EAVE STRUT TO RIGID FRAME DOOR HEADER TO DOOR JAMB (�2 � E� � ( \\������ H I No. 53439 (� - � ��°.• STATE OF 0; To LUCIE COUNTY Bocc 56- rE CLOSURE W/ sF�tANr � SIDE � aR- RooF PANa RARE TRII TRY CL06URE Ai SEALANT 6 ROOF PANEL BI11E TRY �e12 AND ABOVE ROOF RICH 1 1/4'SUPER SPAN X ROOF PANEL RAKEIRY---------- ROOF PANEL RD(dE CAP � EWE TRIM —• TION BY OTHERS. WA ;IN 0 i •�` :4 DRAWI G STATU �NA DATE DESM[PnON JOHN MALANCZYN ❑ iFm ®ID !OR Nm DEFW M MDT p e/11/21 FOR PERAff JAS ""� A1O M 101 °°"�" � aax neN JOHN MALANCZYN NwOme r m caa+N nn� Nrt,>� OMM % m' METAL BUILDINGS 2756 S BROCKSMITH RD syN wrNK 4723 W ATLANTIC AVE. FT PIERCE, FL 34945 N 1MV At A NCdi YpNygO AI! MDT dill cl 00f�1°C , aoeUNIX We NO s> rCnmml cm sd> DELRRASUITEY BEACH. FL 33445 6 16 21 10 OF 1O TEL.: 800-293-2097 DETAIL DR4WQS Joe No 28266 INSIDE LOUME L COPY (FIELD DRILL) XCLI GIRT WEB '' s0® COMPLIANCE