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HomeMy WebLinkAboutBUILDING SITE PLANS�R MEMI METAL BASIC BUILDING SIZE: SPAN 'BUILDINGS, IN' ��. x LENGTH 60 x EAVE HT.18 /18 WALL COVER: SX COLOR: Cool White GA.: 26 LINER PANEL: COLOR: GA.: TRIM COLORS: GABLE: Ash Gray JAMB: A,Sh Gray TRIM COLORS: GUTTER OR EAVE: Ash Gray BASE: Cool White TRIM COLORS: CORNER: -Ash Grav DOWNSPOUT: Ash Grav SNOW LOAD (ROOF):0 WIND LOAD: 153 M.P.H. DESIGN CODE/ED.: FBC 20 CUSTOMER: DAVID ADDRESS: 2261 .vrw �.wv�. LUVU mriu�� nuv„. P.S.F. SEISMIC ZONE: R EXPOSURE: C COLLATERAL LOAD: 1 PLEASANT VIEW RD PLEASANT VIEW, TN 37146 PHONE:615-636-1924 FAX: PROJECT: DAVID LEWIS LOCATION: PORT ST LUCIE, FL 34987 GENERAL NOTES: 1. MATERIALS: MINIMUM YIELD: HOT ROLLED BAR Fy = 50 ksi MIN. STRUCTURAL STEEL SHEET Fy = 50 ksi MIN. STRUCTURAL STEEL PLATE Fy = 50 ksi MIN. COLD FORMED SHAPES Fy = 55 ksi MIN. ROOF AND WALL SHEETING Fy = 80 ksi MIN. 26GA. ROOF AND WALL SHEETING Fy = 50 ksi MIN. 24GA. BOLTS A307 AND A325 MBMI METAL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. 2. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" METHOD IN ACCORDANCE WITH THE LATEST EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". A325 BOLTS SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN OF THE NUT" METHOD. ALL BOLTED CONNECTIONS, FOR SHEAR / BEARING CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR PLANE SHALL BE SNUG TIGHT ONLY. 3. ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 4. PRE —FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE ROOF SHEETS AND AT THE ENDWALLS BETWEEN THE RAKE TRIM AND THE ENDWALL SHEETS. ACCESSORIES DESCRIPTION 11 — 52'-0" x 14'-0" FRAMED OPENING I 12 — 3070 FRAMED OPENINGS (FIELD LOCATED) I 3" R10 ROOF INSULATION BUILDER / CONTRACTOR RESF�,�JSIBILITIES _ IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL --PROJECT PLANS AND SPECIFICATIONS L-E--REQUIREvtENTS—OF—ANY--GOVER SUPPLYING OF SEALED I�,-p31C. ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN THAT MBMI METAL BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIG T. LUCIE COON O BUILDING DIVI N PROFESSIONAL FOR A CONSTRUCTION PROJECT, REVIEW gb THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENC AS FOR COMP IANC REQUIRED. REVIEWED BY APPROVAL OF MBMI METAL BUILDINGS DRAWINGS AND CALCULATIONS INDICATE THAT MBMI METAL BUILDING DATE 2/1-7 CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATION . PLANS AND PE IT WHERE DISCREPANCIES EXIST BETWEEN MEMI METAL BUILDINGS STRUCTURAL STEEL PLANS AND THE PLANS NO INSPECTION WILL BE MADE I FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MBMI METAL BUILDINGS ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THESE PLANS AND ALL PROPOSED WORK MBMI METAL BUILDINGS ENGINEERS UNLESS SPECIFICALLY INDICATED. A III NSWECT TOANYCORRECTIONS THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCEED INSPECTORS THAT MBMI METAL BUILDINGS "FOR CONSTRUCTION" DRAWINGS. W FIELD ALL BRACING AS SHOWN AND PROVIDED BY MBMI METAL BUILDINGS FOR THIS BUILDING IS REQUIRED AAA R€C ARP IN ORDER TO � INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. COMPLYWITHALLAPPLICAME CODES. 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, AGAINS LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WINIONOEALEO FASTENERS OF, A11ACHNENB SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK METHE RESPONSIBILITY OF THE OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) CONTRACTOR OF RECORD WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH SCANNED GALVALUME STEEL PANELS. EVEN RUN—OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. By 'a$ LUCie coup APPROVAL NOTES [RECEIVED 'HE 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. DEC 14 2018 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS. Permitting Department B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. St. Lucie County, FL C) MANUFACTURER RESERVES THE RIGHT TO RE —SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRE TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT MBMI METAL BUILDINGS HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. ``��� ���-Q •• �� �••••VCF E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE.• 7�(/ CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS No. 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 =`9 :12/5/2018 �- 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 ®•••.• STATE OF �i� ''•.�CORIDP`.••' O�`� MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE ��i �� • ""••��� CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. 1 -1 -7n C-..� Y _��_i-1 r%_ Z-\ I rA Cumming, GA 30040 BM The choice in pre—engineered METAL BUILDINGS metal buildings JAS 12 4 18 REMOVED SKYLIGHTS CER 1 10 24 18 REVISED; FOR CONSTRUCTION JAS 4 5 18 FOR CONSTRUCTION CER A 3 14 18 FOR APPROVAL. 4723 W ATLANTIC AVE, STE A20 80 93-2097 JOB N0. DELRAY BEACH, FL 33445 c I I DEL REV DATE REVISION D E al * A '-0" OUT —TO —OUT OF STEEL n I I C-4 r B E I C C ee N z o- " in z z Wo � I cnm —K o v C C� ♦ Dia= 5/8" * Dia= 3/4" RECEIVED DEC 14 2018 Permitting Department St. Lucie County, FL I 21,/4" s I �^ 2"4.. WWA (a D &E e E t B N - ��®zEN c _ No. 53439 4�j 18'-6" 19'-8" 41 19'-10" ANCHOR BOLT �•.12/5/2018::•� DIMENSIONS STATE 20'-0" 20'-0" 0'-0' i ® OF �� �•�••.!�ORIDp`.•'•�D��� ''�� ��•.... DIMENSIONS 1 2 3 4 ZONAL� 1111111111110 ANCHOR BOLT PLAN 1170 Summerfield Dr. NOTE: All Base Plates 0 100'-0" (U.N.) Cumming, GA 30040 LEWIS �DAVID MBUILDINGS DAVID LEWIS METAL O LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 DELRAY BEACH, FL 33445 DATE 10 DWG NO 24 18 1 REV OF 10 TEL.: 800-293-2097 ANCHOR BOLT PLAN JOB No 27542 Dia= 3/4" c v a a� (n cV N e DETAIL A Dia= 5/8" 8 DETAIL B c v a W DETAIL C Dia= DETAIL D Dia= 3/4' 22" 1'-2 8" 00 in IN 2 2" See Plan DETAIL E 3" 8 1 /4" 3" 3" 8 1/4" ADDITIONAL NOTES ON WIND LOADS FOR FLORIDA BUILDING CODE COMPONENT & CLADDING WIND PRESSURES COMBINED PRESSURE SUCTION SUCTION-R LOCATION Z OLUMN 39.2 -43.2 GIRT HEADER U.4 -64.4 WALL PANEL 39.2 -43.2 JAMB 17 0 -48.4 PURUN 21.5 =52:9- -ROOF-PANEL 17.9 -13.0 -30.9 1 ROOF BRAGNG THE LOW RISE BUILDING WIND PRESSURE FOR THE MAIN WIND FORCE RESISTING SYSTEM IS GIVEN IN CODE SECTION 6.5.12.2.2. (ASCE 7-10 WIND CODE) Oty Locate (in) Type (in) 24 Endwall 5/8' A307 3.00 32 Frame 3/4" A307 3.00 GENERAL NOTES 1. Foundation design and construction ore not the responsibility of, MBMI. 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tollerance of +/- 1/8' in both elevation and location. Anchor bolts are to be type A36. 4. Column base plates are designed not to exceed a bearing pressure of 1125 pounds per square inch. BUILDING BRACING REACTIONS f Reactions(k ) Panel Shear -Wall - Col -Wind - -Seismic- (lb7ft) Loc Line Line Harz Vert Horz Vert Wind Seis Note F SW J 1,2 9.8 8.5 0.2 0.2 (h) R-EW 4 E,D 3.5 5.6 0.1 0.1 B-SW A 2,1 9.8 8.5 0.2 0.2 (h)Rigid frame at endwall NOTES 'OR REACTIONS Build'b, .uaoctions are based on the following building data: Width ( L_n_� f s� tth f��t = R60.0 n-n Eave Heig t ft m 18.0/ 18.0 Roof Slope (rise/12) Dead Load (psf) 1.0 1.0 A Collateral Losf V = Roof Live Loaadd = 201.0.0 Fr_ame�.ive_Load =-] 2.0 Wind Speed (mph 153.0 Wind Code = FBC 17 (5TH EDITION) Exposure = C Closed/Open = C Importance Wind = 1.00 Impportance Seismic - 1.00 Seismic Zone = B Seismic Coeff (Fa+Ss)= 0.10 ANCHOR BOLT SUMMARY Dia Proj RIGID RAME REACTIONS (k ) ® 1' I Dead + Collateral + Live 3.1' I_3.1 yf 5.7 15.7 Dead + Wind I Dead w^d Wind Wind W 10.3 _2.4 �1 14.7 18.8 RIGID FRAME REACTIONS (k ) ® 2 3 Dead + Collateral + Live I Dead + Collateral + Live 5.8 F__-7- 5.8 yf 9.8 19.8 Dead + Wind Dead Wi^d Wind CEIV"11D DEC 1 4':3 ��`� CHI ����i� wind W ��, � 0•• ® 1� 15.7 4.5 pepartment +: •'vc�sF••.:� ~- a )ttlrl 22.0 14.0 rm 9 FL IzV_ •: , A. Lucie County, _ :• No. %12/5/2018 �_ �® �' STATE OF Wes: ENDWALL COLUMN REACTIONS(k ) �I�•'• F(ORIOP,.•' ®�`� '''•••.••••• Si MAXIMUM VERTICAL Dead+Collateral+lave = 5.4 101VAQ., � MAXIMUM VERTICAL Dead+Wind -11.8 MAXIMUM HORIZONTAL Dead+Wind = 4.9 1170 Summerfield Dr. Cumming, GA 30040 B� DAVID LEWIS DAVID LEWIS METAL BUILDINGS O LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 DELRAY BEACH, FL 33445 10 24 18 DING No 12 OF 10 Rev TEL.: 800-293-2097 A. BOLT DETAILS & REACTIONS I JOB No 27542 1 1 SSRC I TRIM_108 1'-2" AF9_1 C_1 \ P-4 / P-2 T P-3 T x / P-1 \C` Lj N I / \ P-1 M N N \ P-4 \ P-1 / / P-1 \ / \ / P-4 0 _ TYP \ - P- TYP _1 \; / I'll ro / P-1 \ cV CDs/ \ C g N N / -4 w ti ti P-1 x P-4ILJI / \ Kr Z- i PURLIN LAP GENERAL NOTES: 1. FOR STANDING SEAM ROOF SYSTEMS SEE STANDING SEAM MANUAL, FOR SCREW DOWN ROOF SYSTEMS SEE BELOW. 2. ATTACH ROOF PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: 4" O.C. AT RIDGE (CAP & END LAPS 112"O.C.OAAT AVE OTHER PU NS 1(30 MPH WIND 6" O.C. OVER 1300)MPH WIND LOAD). 3. USE "#14 S.D. SCREWS 24" O.C. (MAX.) END )AT PANEL SIDE LAPS O.C. OVER 130 MH 4. US1114 S.D. SCREWS 12" 01 C AT ROOF TRIM. 5. USE 12 TEK2 SCREWS AT RAKE ANGLE TO PURLIN. -� Kri-1 t-Z Kt1-i t-0 2'-1 3L4 2•-1 3 4' 2'-1 3/4. 2'-1 3/4. ROOF FRAMING PLAN I P-2 8X25Z16 P-3 8X25Z16 P-4 8X25Z12 E-1 8E14 E-2 8E14 E-3 8E14 NOTES: FIELD LOCATE AND WELD AB301 CLIPS. SEE PAGE 7 OF 10 FOR PURLIN SPACING ROOF SHEETING RECEIVED DEC 14 2018 Permitting Department St. Lucie County, FL v.E V �i .� 0 '• No. �. /5/2018 i 1170 Summerfield Dr. Cumming, GA 30040 B� DAVID LEWIS DAVID LEWIS METAL BUILDINGS O LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 Dwo No DELRAY BEACH. FL 33445 1 12 4 18 13 OF 10 TEL.: 800-293-2097 1 ROOF FRAMING JOB NO 27542 G-6 \ /G-5 G-6 G0/ G-5 \� G-6 o / RA15 3 \ RF2-1 RFt —1 RF1-1 GIRT 3(47 1'-1 3f 1' LAPS V-1 3/4• —1 3/4' FRONT SIDEWALL FRAMING: LINE J 1' .r G-7 G-6 \ G-5 / I o I I `1 G-7A I G-6 \ /G-5 co W I ,e G-7A G�/ G-6 G-5 I 1503 1 / \ EC-4 EC-8 R171-1 RF1-1 RF2-1 GIRT V-1 3 V-1 3� LAPS 1'-1 3/4' 1'-1 3/4" Q Q Q Q (Gutter with 4 downspouts) 4 5 3 6 4 5 ❑ ❑ O FRONT SIDEWALL SHEETING & TRIM: LINE J GENERAL NOTES: 1. FIELD SLOT FLUSH GIRTS FOR BRACING (IF REOURIED). 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: 4" O.C. AT BASE & TOP OF PANELS 12" Q.C. AT ALL OTHER GIRTS (6" O.C. OVER 130 MPH WIND LOAD). 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS (12" O.C. OVER 130 MPH WIND LOAD). 4. USE #14 S.D. SCREWS 24" O.C. AT CORNER TRIM. (12" O.C. OVER 130 MPH WIND LOAD). BACK SIDEWALL FRAMIN DECEIVE® DEC 14 2018 Permitting Department n n t. Lucie County, Y Y(Gutter with 4 downspouts) 4 5 3 6 4 5 O N O I O BACK SIDEWALL SHEETING & TRIM: LINE A MBUILDINGSM METAL 4723 W ATLANTIC AVE. SUITE A20 DELRAY BEACH, FL 33445 TEL.: 800-293-2097 2 CT-102 TRIM-111 3- GU 121 IM---f04 4 EC121 5 SCB TRIM-103 6 GC-101 -101 CLIP TABLE I J 8 A ❑ ID MARK 1 SA005 2 CA005 G-6 I 8X25Z16 G-7 8X25Z16 G-7 8X25Z14 CB-2 0.38-CBL 9'-0" GIRT 4'-6' r 3070 FRAMED OPENING FIELD LOCATED 3070 FRAMED OPENING TRIM LAYOUT ``0 11111111/l,, ;CV No. &UN • � .12/5/2018 ` ,0 ' srATE of ' Vi � AIORiD�;.•''���� -"21 0JYA .11`����� 1170 Summerfield Dr. DAVID LEWIS Cumming, GA 30040 DAVID LEWIS 0 LEAR PL PORT ST LUCIE, FL 34987 DATE 10/24/18 14 G NO OF 10 1 REV SIDEWALL ELEVATION JOB No 27542 J O DOOR SHEETING AND TRIM RA1503 I m = AI ---- I12 21— — — -.'G--8 *G-8 r -� - �I I G-1 II � RA1503 -Fal Fa w w �a; Fa II III o � LQQ---------------- ------------- z EC-1 EC-2 EC-3 EC-2 EC, l52'-8" --J Q Q ENDWALL FRAMING: LINE 1 5 0 2 A325 4 A325 TRIM TABLE II MARK 1 BT-101 2 CT-102 3 RT-101 5 SPB1 6 HT-101 7 JT-101 8 MT-116C_ 9 SF-1 I II 10 SF-2 I I J1 I I *NOTE: 1 FIELD LOCATE AND ADD HOLES FOR NEW GIRTS a II 4 4 \ N N O M tp 0 M CO to M 0 C) tp M O Of �n �' m F_ I I 0 I M ri l 0 CO I aO bo I co I� I �I I ENDWALL SHEETING & TRIM: LINE 1 GENERAL NOTES: 1. USE BACK-UP PLATE (AK504) FOR BRACING (IF REQUIRED) AT COLD FORMED FRAMING MEMBERS 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES GREATER THAN 1:12. 3. SEE SIDEWALL DRAWING FOR ADDITIONAL NOTES & SCREW PATTERNS. 12 SPLICE AT PEAK RAFTER WEB 1 TRIM-111 TRIM-105 2 I AK200 3 R1 HB-2 1OX25C16 1 /2" X 1 1 /2" A325 BOLTS BB-1 P6X12.89 BB-2 P6X12.89 EC-1 W10883 EC-2 W10541 EC-3 W10541 EC-3 G-1 10X25Z16 G-1A 10X25Z16 EC-3 TO RAFTER ATTACHMENT G-8 I 1OX25Z16 EC-1 DJ-100 #12 TEK SCREW 2'-0" O.C. BOTH FLANGES DJ-100 ATTACHMENT TO COLUMN RECEIVED DEC 14 2018 Permitting Department St. Lucie County, FL IS v— �' No 534N .• -12/5/2018 r �� 50 ' STATE OF •: go �OR1DR•'' ��� 1170 Summerfield Dr. Cumming, GA 30040 B� DAVID LEWIS DAVID LEWIS METAL BUILDINGS O LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 DATE DWO NO DELRAY BEACH, FL 33445 10 24 18 5 OF 10 TEL.: 800-293-2097 ENDWALL ELEVATION JOB NO 27542 RA1503 ER-1 f-Ir-------a-- EC-4 *EC-5 (2) 4 4 GENERAL NOTES: 1. USE BACK—UP PLATE (AK504) FOR BRACING (IF REQUIRED) AT COLD FORMED FRAMING MEMBERS 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES GREATER THAN 1:12. 3. SEE SIDEWALL DRAWING FOR ADDITIONAL NOTES & SCREW PATTERNS. _ *G-4 *G- iy \COI Gam/ *G-4 *EC-6 (2) *EC-7 (2) ENDWALL FRAMING: LINE 4 (P (P C©� ENDWALL SHEETING & TRIM: LINE 4 1 12 RA1503 I , I — — — —*EC-5 (2) — — — � — EC-8 *NOTE: 1 USE DOUBLE COLUMNS AT MARKED LOCATIONS.I 2) FIELD LOCATE & DRILL HOLES IN RAFTERS FOR NEW COLUMNS. 3) FIELD CUT GIRTS AS REQUIRED. 2 I CT-102 3 RT-101 5 SPB1 2 I AK400 3 AK200 4 SA005 105 EC-5 10X25C12 EC-6 10X35C12 EC-7 10X35C12 EC-8 10X25C16 ER-1 8X25C14 ER-2 8X25C14 G-2 1OX25Z16 G-3 1OX25Z16 G-4 10X25Z16 RECEIVED DEC 14 2018 Permitting Department St. Lucie County, FL cENs �, �• No. 53439 12/5/2018 . 0 ' STATE OF 70NAl 1\\� 1170 Summerfield Dr. Cumming, GA 30040 M � DAVID LEWIS DAVID LEWIS IMMETAL BUILDINGS 0 LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 DATE DWG NO DELRAY BEACH, FL 33445 3 14 18 6 OF 10 TEL.: 800-293-2097 ENDWALL ELEVATION JOB NO 27542 SPLICE PLATE do BOLT TABLE Oty Mark ' Top Bot Int Type Dia Len th Width Thick Length SP-1 4 4 0 A325 0.6251.75 6" 3/8" 2'-3 1/4" SP-2 4 4 0 A325 0.625 1.75 6" 3/8" 2'-2 3/4" FLANGE BRACES: (1) One Side; (2) Two Sides FBxxA(1)) xx=length(in) A - LIX14 TOTES: 1) FIELD LOCATE AND WELD AB301 & AK307 CLIP FIELD DRILL HOLES IN PURLINS FOR FLANGE BRACES. FIELD WELD WEB REINFORCEMENT. SEE DETAIL BELOW. FB34.8A0 ) --- I ' I I I I, I I A A FB34�(1) FB34 8A(1)_ r — — — __—.— 1 RF COLUMN WEB .._.... ---..._... FLANGE REINFORCEMENT DETAIL SECTION A -A FB34.8A 1) FB34.$A(,1) FBi4.4.8A(1)� FB 4. A(1) a - — m—�._,_-- a Mark RF2-3 1351 93.6 5 x 3/ 16 x LU7.d 6x3/16"x26.5 5-x 31116" w-33" 5 x 3/16" x 333.6 — — rti34.8A(1) F834v8A(1) A RECEIVED - DEC 14 2018 Permitting Department St. Lucie County, FL 5 x 3/ 16" x 185.9 5 x 3,416'xr-33r1.9 5 x 3/16" x 331.9 8 1/4L 11'-8 3/8" 55'-2 3/4" 1'-8 3/8"1 11 Clearance RIGID FRAME ELEVATION: FRAME LINE 1 GENERAL NOTES: CONSTRUCTION NOTES FOR THE RIGID FRAMES. 1. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A307 MACHINE BOLTS. 3. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. 1.3 OF AWS D 1.1. ` ®''. ����.••'uc�sF'••.� = r . No53439 r _ � 12/5/2018sum oF FLORID•' • ��� •• ..P. ` METAL MBUILDINGS SO NA1. 4723 W ATLANTIC AVE. SUITE A20 1170 Summerfield Dr. Cumming, GA 30040 DELRAY BEACH, FL 33445 TEL.: 800-293-2097 DAVID LEWIS DAVID LEWIS O LEAR PL PORT ST LUCIE, FL 34987 RIGID FRAME ELEVATION 1 "� 1/4" Jog No 27542 £ £ £ 07 END OF BUILDING END OF BUILDING END OF BUILDING BOLTS ENDWALL RAFTER 1/T4K 2 '/ K 2 1 4• TEK2 SCREW PURLIN BUI A307 BOLTS/4 KINGZr.R E I R � STUB COLUMN 0 0 0 o 1/2• x 1 1/4• � '• (`,EN ® RAKE ANGLE A307 BOLT - - i__0 I O i vSF''' . ' ` � --�- -- -RAKE- - ---- ANGLE ANCaE ------ -_-_- ------ - I 1 = NO.5S439 - - - - - (�/44" x 1 1/2' _ PURLIN PURLIN — — �.12/5/2018 1/2' x 1 1/4• A307 BOLTS OF �4 - - - - -FuwcE-BRACE fNDWALL�OLUMN' Weak � ®�• STATE / _ ��i ��••'• ORID�',r - - - — - — - - ENDWALL ENDWALL DRAW= RAFTER PAM FOR U= WIM Ir EW = M FOR UM WrtR 10' LW COLUMNS° 1/2' x 1 1/4' SEE ENDWALL DRAWING L //'fi 1 I A307 BOLT FOR BOLT QUANTITY & 1170 Summerfield Dr. NOTE: AT OPEN ANGLE 0 OBOOTOM OFF PURLIN NOTE: RAKE ANGLE ON BOTTOM OF PURLIN SIZES Cumming, GA 30040 9 A5 SECTION THRU ENDWALL RAFTER AT OPEN WALL OR OVERHANG. 10 PURLIN TO ENDWALL RIGID FRAME B$ ENDWALL RAFTER TO COLUMN 35 STUB COLUMN CONNECTION DETAIL I SEE ENDWALL DRAWINGS SEE ENDWALL DRAWINGS 1/2• x 1 1/4' FOR CONNECTION PLATE LOCATIONS AND CALLOUTS SEE ENDWALL DRAWINGS FOR CONNECTION PLATE ENDWALL COLUMN FOR CONNECTION PLATE LOCATIONS AND CALLOUTS SEE ENDWALL/SIDENALL ED A307 BOLTS DEC 1 LOCATIONS AND CALLOUTS COLUMN DRAWINGS FOR CONNECTION 4FNNECTiON E COLUM�E ENDWALL CONNECTION CONNECTION PLATE LOCATIONS AND CALLOITTS CORNER COLUMN COLUM Perm itti n g PLATE PLATE SEE ENDWALL DRAWINGS /2' x 1 1/2 325 BOLTS St. Lucie - - l 0 O 0, rA 1/2' x 1 1/ CONNECTION PLATE 1/2'A307 FOR CONNECTION PLATE LOCATIONS AND CALLOUTS W/WASHER JA rO ° BOLTS i I 1 - - - ° O ° O� 1 _ -------- FINISH FLOOR LO ° A °J --- LO 0 I O O I11 ENDWALL GIRTS� 1 AlL - - ° ° OJ I O 1 III o •:: _ 1/2' X 1 1/4• GIRT/HEADER BEAM BASE PLATE (ANCHOR BY OTHERS) A307 BOLTS 1/2' x 1 1/4• ENDWALL GIRT T- CONNECTION ENDWALL A307 BOLTS ( �IRED) � SCFIEWS PLATE GIRT C ENDWALL COLUMN TO WALL GIRT C46 GIRT/HEADER BEAM TO 'R'/'W' COLUMN CORNER COLUMN TO WALL GIRT G CORNER COLUMN TO WALL GIRT a E 1 BASE PLATE FOR ENDWALL UMN PURLIN END OF BUILDING 1 4' EAVE STRUT O 0 O O (BOTH SIDES UN. INTO.) O O SCREW EAVE STRUT ENDWALL RAFTER st�E CROSS SECTKIN - - - - - - - - - -- — — — — — - r _ IO OI O O O O O O COLUMN —--————_--————--- 1/2'x11/4' AA301 PLATE IFREQ'0. OL- O O - A325 BOLTS RAKE -JO IIII ------- ----ANGLE O RAFTER EAVE SIRUT T. O O O o O O CONNECTION PLATE SEE ENDWALL DRAWING Q O - O ------ ° O - -- O --- - - - - -- FOR CALLOUT 1/2' x 1 1/4'I COLUMN SEE ENDWALL DRAWING FOR BOLT OU AND TYPE A307 BOLTS FLANGE BRACE 1/2' x 1 1/4' GIRT A307 BOLTS ENDWALL RAFTER 1/2• x 1 1/4' (BOTH SIDES UN. NTD.) NOTE: RAKE ANGLE ON BOTTOM OF EAVE STRUT A325 BOLTS SEE CROSS SECTION AT OPEN WALL OR OVERHANG. SECTION ELEVATION FL{ RAFTER SPLICE ALONG SURFACE G2 PURLIN TO INTERIOR FRAME RAFTER H2 GIRT TO COLUMN 6 SAVE STRUT TO ENDWALL RAFTER ,J2 EAVE STRUT TO RIGID FRAME MM METAL BUILDINGS 4723 W ATLANTIC AVE. SUITE A20 DELRAY BEACH, FL 33445 TEL.: 800-293-2097 DAVID LEWIS DAVID LEWIS O LEAR PL PORT ST LUCIE, FL 34987 I Z018 )epartment ;ounty, FL DETAIL DRAWINGS I JOB NO 27542 SEE ENDWALL/SIDEWALL W DOOR DRAWINGS FOR CONNECTION JAMB NOTE: IIV SLOT GIRTS URUNS O i PLATE LOCATIONS AND 1 FOR ONS' PIPE STRUT WULLUVIO 1 1 — DOORHEADER CUP CUP O HHEADRER 1 1 BRACE GRIP COLUMN OR RAFTER WEB— — I —1— — 0 — — — O I o J BL CABLE HILLSIDE p I WASHER (A325/BOLTSI 3/4" O o 1 FIAT 1 1 EYEBOLT WASHER p �"(2) 1/2' x 1 1/4' PIPE STRUT - - SLOT IN WEB TO INSERT — — —NUT SECTION ELEVATION HILLSIDE WASHER AND EYEBOLT 1/2' x 1 1/4' A307 BOLT TO JAMB HEADER i/2' x 1' FIN.HD. BOLTS TO HEADER 12 DOOR HEADER TO DOOR JAMB Q2 DIAGONAL CABLE, EYEBOLT END Q1 HEADER/STUB COLUMN/STRUT DETAIL Q31 STRUT TO RAFTER DETAIL Gu►TEB OR ROOF PANEL RAKE 7T81 FAYF TR11 D1SDE ClDM W/ SEALANT EACH SIDE M ANDC SEAT ROOF PITCH ROOF PANEL WALL 5/9' x 1 3/4 A325 BOLTS ROOF PANEL ROOF PANEL RIDGE CAP RAKETRRI— —— — — — — —— GUTTM STRAP COUNTER FLASH GURER 1 r`F TWO RUNS SEALANT RAKE ANGLE PURUN WALL PANEL ­1C�yE Slfi!!T PURUN POP RNEIS WT�E CU>SURE W/ 8' SEALANT EACH SIDE (LESS THIN 4:12 ROOF PITCH) commu BOX WALL PANEL VVL COMO TRIM WALL PANEL CORNER BOX DETAIL TRIM_103 EAVE GUTTER DETAIL TRIM_104 RAKE TRIM DETAIL TRIM_105 RIDGE CAP DETAIL TRIM_108 JAMB COVER TRIM (OPTIONAL) WALL PANEL -� FIELD CUT JAMB TRIM HEADER JAMB TRIM DETAIL TRIM_115 HEAD TRIM DETAIL TRIM_116 / CONNECTION BY OTHERS, MUST BE ADEQUATE TO SAFELY RESIST THE LOADS IN THE REACTION REPORT • • ONCRFTE-_ - -.�- FOUNDATION BASE TRIM --/ T 1 WALL PANEL BASE DETAIL CORNER TRIM WALL PANEL OF RIB & STEEL UNE (TYP. UNLESS NOTED ON DRAWINGS) OUTSIDE CORNER TRIM DETAIL TRIM-111 RECEIVED DEC 14 zn Permitting Department St. Lucie County, FL ,• ® NO. &MM ..l 2/5/2018 ? �; �® ••• S TINE OF : `` • np ii,7 ®9YAL,`%��� 1170 Summerfield Dr. Cumming, GA 30040 MBUILDINGS �DAVID LEWIS DAVID LEWIS METAL 1 O LEAR PL 4723 W ATLANTIC AVE. PORT ST LUCIE, FL 34987 SUITE A20 DWG No DELRAY BEACH, FL 33445 12 4 18 10 OF 10 TEL.: 800-293-2097 DETAIL DRAWINGS JOB NO 27542