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HomeMy WebLinkAboutConstruction Plans4 -, t SHEETING MAIL. PANEL TYPE COLOR I ROOF 26 GAGE RIB-12 GL WALLS 26 GAGE RIB-12 1 LS FLASHING MATL. COLOR GUTTER 26 GAGE LS EAVE FLASHING 26 GAGE LS RAKE 26 GAGE LS DOWNSPOUTS 26 GAGE LS CORNERS 26 GAGE LS OTHER 26 GAGE LS DESIGN LOADS THESE LOADS ARE IN ACCORDANCE WITH 1997 S.B.C. 20 P.S.F. LIVE LOAD M YES [I NO THE ROOF LIVE LOAD IS APPUED THE TRIBUTARY AREA REDUCTION FOR ANY STRUCTURAL MEMBER IN ACCORDANCE WITH THE STANDARD BUILDING CODE, TABLE 1604.6 110M.PH. WIND LOAD USE IfUTILIZING 'IMPORTANCE FACTOR 3# P.S.F. COLLATERAL LOAD OTHER LOADS : MEZZANINE PANEL & FLASHING FASTENERS ROOF ALL ROOF PNL TO SECONDARY FRAMING CONNEC77ONS USE FASTENER TYPE ALL ROOF PNL 70 ROOF PNL AND FLASHING TO ROOF PNL. CONNEC77ONS USE FASTENER TYPE © AT 20' CTRS. WALLS ALL WALL PNL. TO SECONDARY FRAMING CONNECTIONS USE FASTENER TYPE 0 ALL WALL PNL. TO WALL PNL. AND FLASHING TO WALL PNL CONNEC77ONS USE FASTENER TYPE © AT 30' C77?S. FASTENER SCHEDULE TYPE PART NO. FASTENER DESCRIPTION O #14 X 3/4' SELF TAPPING SCREW W/WASHER © #14 X 3/4' SELF TAPPING SCREW W/WASHER ( ZAC ) 3O HHW5512 #10 X 5/8' SELF TA'7MG SCREW W/O WASHER O4 #12 X 1'SELF DRILLING SCREW W/WASHERS ©#12 X V SELF ➢BILLING SCREW W/WASHER ( ZAC ) #12 X 1 1/4' SELF DRILLING SCREW W/WASHER IHW5515 HW5510 #12 X 1 1/4' SELF DRILLING SCREW W WASHER ( ZAC ) REFER TO ACCESSORY SCHEDULES ON THE ATTACHED ELEVATIONS AND PLAN DRAWINGS FOR ACCESSORY DESCRIPTIONS. BUILDER / CONTRACTOR RESPONSIBILITIES DEAN STEEL BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND, UNLESS STIPULATED OTHERWISE IN DEAN STEEL BUILDINGS PURCHASE ORDER. DEAN STEEL BUILDINGS DESIGN PRACTICES, MANUFACTURING PROCESSES, ACCESSORIES AND WARRANTIES WILL GOVERN THE WORK. (A DEAN STEEL BUILDINGS STANDARD SPECIFICATION BROCHURE IS AVAILABLE UPON REQUEST.) THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE SETTING OF THE ANCHOR BOLTS AND THE ERECTION OF THE STEEL BUILDING COMPONENTS IN ACCORDANCE WITH DEAN STEEL BUILDINGS 'FOR CONSTRUCTION' DRAWINGS, TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. PPROVAL OF DEAN STEEL BUILDING'S DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR'S ACCEPTANCE OF DEAN STEEL BUILDINGS INTERPRETATION OF UILDER/CUSTOMER SUPPLIED INFORMATION AND/OR DRAWINGS. - ONCE THE BUILDER/CONTRACTOR OR ARCHYENG. FIRM HAS SIGNED DEAN STEEL BUILDINGS APPROVAL DRAWING PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED ROM THE MANUFACTURING AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE MANUFACTURING AND/OR SHIPPING SCHEDULE, AS LONG AS DEAN STEEL BUILDING'S DESIGN PRACTICES COMPLY WITH THE PURCHASE ORDER. (J� ONDERRRITER9 ' 1.ARORAroRDs mc.• rmxo nR niuc wm I THIS SET OF DRAWINGS IS FOR ❑ APPROVAL ❑ PERMIT ❑ CUSTOMER / BUILDER ❑ NOT FOR CONSTRUCTION ■ CONSTRUCTION 16830 1�1M, I . STEEL BUILDDIGS, INC. 2929 D♦>MSTRIAL AVE FORT MYERS, FLORIDA 33901 THESE DRAWINGS ARE SEALED ONLY FOR THE DESIGN 6 THE METAL BUILDING SYSTEM RF.CONCRETE CONST. INC. MAVERICK BOAT FT PIERCE, FL PLEASE READ THE FOLLOWING: Unloading Check-out and Shortages: It is essential, while unloading your Dean building, to verify that all components listed on the shipping papers were actually shipped. The actual quantities of the items on each truck are circled on the shipping papers. Any items found to be shipped short, or in direct conflict with the shipping papers should be noted on the driver's report. This serves two purposes:1) you, as the erector, will be aware that a particular item is missing and can temporarily work around it; 2) it lets us know that we have a problem and allows us to react quickly. This system eliminates the discovery that something is missing at the time you need it to erect the building. Taking the time to properly unload the job and check it allows for proper placing of the parts around the jobsite, which should expedite the erection process. Dean will do its utmost to fill any reported shortages as quickly as possible. Once the erector, or owner, signs that he has received the goods and accepted them as being complete, we can only assume that shortages after this point are missing due to jobsite theft. All claims1for damage or shortage must be presented, in writing, to the carrier --either Dean Steel Buildings, Inc. , or common carrier, with; seven days after receipt of materials by purchaser. Failure to so voids any claim. Storage and Protection of A Galvanic action kng::m as "white rust" may result when aluminum, galvanized, or the galvanized prepainted coating on piled flat sheets or nested formed sheen becomes wet from rain, condensation, or other causes. Under certain weather conditions this "white rust" can happen in as little as �4.48 hours. Galvalume coated sheet is susceptible, os is galvanized sheet, to wet storage staining. However, due to the composition of the coating, the sheet surface will develop a dark gray discoloration as opposed to the white oxide that develops on galvanized. Formed prepainted sheets must be protected from moisture, in the same manner as plain galvanized or Galvalume sheets, if they are in contact with other sheets. The sheets must be properly packaged and stored. It is important upon receipt of material to examine packages for damage. Builders should take prompt action where cuts, tears, or other damage is evident. If moisture is present the panel should he dried at once. Panels that cannot be stored out of the elements should be restacked individually and spacers put between the panels, so that individual panels can have air circulated around them (non-metallic spacers, i.e., wood, cardboard, etc.). Bundled panels should be off the ground sufficiently to prevent rising water from coming in contact with the panels. Bundled panels should also be slanted so that any condensation may be drained off All bundled panels should be thoroughly covered with a waterproof canvas tarp. -Do not use non -breathing materials such as pl9stic because they prevent air passage and toad to trap moisture in the bundle. Roof and side' panels should be erected as soon as passible after their arrival at the jobsite. If pfglonged jobsite storage will be, required, the builder is advised to seek storage of the panels out of the elements. Proper Erection Practices: Dean requires that the erection of its products be done by experienced pre -engine€ ri'metal building assemblers. Erection and construction methods should he performed as outlined in the "American Institute of Steel Construction Code of Standard Practices for Steel Buildings and Bridges, Part 5 " In addition, the erection policies and practices of both the SBA Independent Erectors Division, and MBMA erection practices must be understood and adhered to. The quality of erection has a direct hearing on the quality of the end product. If there are any questions as to these drawings on the Dean Steel building system, please do not hesitate to contact our Customer Service Department (941)334-1051. Back Charge Claim Procedure: Dean Steel Building, Inc., folio:-rs the back charge claim procedure adopted by MBMA and as outlined in the MONIA Low Rise Building Systems Manual, Common Industry Practices Section 6.10. The Customer Service Manager mast be notified at once when a condition becomes apparent, which may result in a back charge by the builder or erector. Notification by phone must be confirmed in writing.. Some approximation of the amount of the back charge must be established at this time, and a written authorization from the Customer Service Manager must be secured before the work is started. Dean will not honor any field corrections or back charges unless prior notice has been given and agreed ::pen. All discrepancies must be agreed upon, in writing, and accompanied with aDean purchase order number before Dean will hoe.., any bate 63rges. Dean will then pay this agreed amount upon presentation of a final claim. Payment will be by credit memo to :iVa Bull ar's account. Any war"6,0.h is undertaken without such notification and authorization, for which the builder Expects to back charge Dean, will not be honored as a back charge. Should a discrepancy exist, Dean may elect to do one of the following: 1) Ship material from its plant for field correction (freight allowed) 21 Purchase material locally (or allow builder to do so) for field correction. 31 Modify existing materials previously shipped to conform to faquirE <,;; . 4) Return material to Deans plant for exci'iange or modlflcatl0li requirements. When delivery is contracted by Dean, it is our carrier's intent to arrive on the jobsite at a prey ignated time and every effort will be made to do so. However, Dean will not accept any back charges due to late arrivals. Dean Steel Buildings, Inc. shall not, however, be liable to builder in any way or for any reason $n account of any change in Dear. Steel Buildings, Inc., product lines Dean will not pay any back charges for delays that may be TFurred due to shortages. Dean will not pay any claims on improper unloading of material, improper storage of material, or delays 8f -damages caused by improper erection techniques. Dean Steel Buildings, Inc., may make changes from time to time in their pfpduct fines by discontinuing, altering, or modifying any or all of the products included therein and by adding new and additianal products thereto. Dean Steel Buildings, Inc., shall not, however, be liable to builder in any way or for any reason on account pf any change in Dean Steel Buildings, Inc., product lines. ;o 3 _0' I fi' I 6' 6' I 6' 6' I i EXTERIORI I -N i h-0•_1• 3/14' SURFACE 3 1/2I 1 1 2 1/2' Fy = 80 K.S.I. RIP-5 PANEL SECTION PROPERTIES HATE NOMINAL LOAD IN LOAD OUT CAGE THICKNESS I __ IX IIN. 4 FT. SX IN. 3 Ff. Ix IN. AMAIN. SX IN. 3/FT . Ff. 'I-!-6-.,-1 0.0198 0.0181 1 0.0330 1 0.0127 1 0.0313 }I 21 ! yR. 1 0.0258 0.0257 0.0464 0.0178 0.0462 THE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY THE 1ST, 2RD, AND 4TH CHARACTERS OF PART NUMBER. EXAMPLE - PS A RIB-6 6 - 27 07 DO ZZ-LEN: IN SIXTEENTHS END CUT CODE L LENGTH IN INCHES L (A = SQUARE END, B = LEFT SLOPE. C = RIGHT SLOPE) LENGTH IN FEET END CUT SLOPE CODE -6 =- 26 GA., 8:4=24 GA. 6' A = 0.0:12 9 = 0.5:12 C = 1.0:12 D = 15:12 E - 2.0:12 F - 2.5:12 C = 3.0:12 H = 3.5:12 = 4.0:12 K = 4.5:12 L = 5.0:12 M = 5.5:12 N = 6.0:12 NOTEI 1. SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE LATH THE 1986 AISI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. 2. ALL STEEL SUBSTRATES ARE MANUFACTURED IN ACCORDANCE TO ASTM A446 SPECIFICATIONS. PROTECTIVE COATINGS SHAD BE EITHER GALVANIZED, G80. 1.25 OZ./PER SF. MEETING ASTM A525 OR CALVALUME. AZ55, 0.56 OZ./PER SF. 4STM A792 SPECIFICATIONS. I, o oll \titI RIB - 6 PANELS 3--0- 3 11/W I EXTERIOR SURFACE 11/)4' t- 1 3 11/16' ! I r r�3 1/2' I PURLIN BEARING LEG (SEE NOTE 2.) PANEL SECTION SECTION PROPERTIES 80,000 psi MAIL NOMINAL LOAD IN LOAD OUT GAGE THICKNESS IX IN. 4 FT. X IN. 3 FT. IN. 4 FT. SX IN. 3 FT. 26 GA. 0.0198 0.0294 0.0293 0.0371 0.0500 24 GA. 0.0258 0.0l65 0.0461 0.0520 C.0671 i A = 0.0:12 B = 0.5:12 C = 1.0:12 D = 1.5:12 0:12 F = 2.5:12 C 3.0:12 H = 3.5:12 PANEL SECTION PROPERTIES = t.O:s2 K = 4s::2 50,000 psl i L = 5.0:17. M = 3.5:12 MATL NOMINAL LOAD IN LOAD OUT . GAGE THICKNESS IX IN. 4 fT. X S% . 3 21 ca 0.ozsa o.oui D.Dsea o.ouz o.osn G.0:12 WE PROFILE AND MATERIAL THICKNESS OF ALL PANELS ARE DENOTED BY THE 1ST, 2ND, AND 4TH CHARACTERS OF PART NUMBER, 14, EXAMPLE- P.T A 6 - 27 07 00 IN RIB- !0:E-� T LENGTH SIXTEENTHS END CUT CODE L-LENGTH IN INCHES C !`\\�sj (A = SQUARE END, B = LEFT SLOPE, LENGTH IN FEET C = RIGHT SLOFE} 1 : END CUT SLOPE CODE = 26 GA., k 4 = 24 GA. NOTRI 1. SECTIONS PROPERTIES ARE CALCULATED IN ACCORDANCE ■LTH THE 1966 AISI COLD -FORMED STEEL DESIGN MANUAL INCLUDING 1989 ADDENDUMS. E. PANELS LATH PURLIN BEARING LEGS ARE AVAILABLE IN RIB-F2 dLVALUME-ONLY. ` 9. ALL STEEL SUBSTRATES ARE MANUFACTURED IN ACCORDANCE TO STY A446 SPECIFICATIONS. PROTECTIVE COATINGS SHALL BE EITHER GALVANIZED, C90, 1.25 OZ./PER 6 FETING ASTM A525 OR CALVALUME, AZ55, 0.55 OZ./PER SF. ASTM A792 SPECIFICATlO S. 'ANELS RIB - 12 F STUD- ,U,UI�, IH�, ip w ZEE SECTION PROPERTIES .D 1 713* 1 MAT'L I •1" -d• IX In. 41 SX In 3 pC 2:1/2" 16 GA. 10.059E 3/4• 8.120 2.030 0' 211 2' 15 G0. 0.0673 3/4" 9.09E 2.275 0' 211 /2' 14 G0. O.O 47 3/4" 10.05E 2.514 D' e' 2',1/2" 12 G0. 0.1046 3/4" 13.847 3.46' 0' 10- 311/2' 14 G0. 0.0747 3/41 21.960 4.390 0' 10- 3 1/2-1 12 G0. 10.1046 3/4" 30.520 6.100 NOTE: t. 1 55 K.S.I. THEIMATERIAL SIZE AND THICKNESS OF ALL PURLINS, AND GIRTS Yi ARE DENOTED BY THE SECOND AND SIXTH CHARACTER OF THE PART NUMBER EXAMPLE -SEA -A4- 2707 QO LENGTH IN INCHES ZEE Ll TLLENGTH IN SIXTEENTHS E = 0'-B" DEEP, T = 0'-10' DEEPL PUNCH PATTERN LENGTH IN FEET 6= 16 GA..5= 15 G0., 4= 14 G0., 2= 12 GA. CEE SECTION PROPERTIES •D" 'B• MAT'L •1' 'd' IX In. 4 SX In.3 0'-8' 2 t 2 14 GA. 0.6747 3/4" 9.716 2.429 12 GA. 0.1046 3/4" 173.51 t 3.32E 14 CA. 0.074720.863 4.173 0'-10" 4' 12 G0. 0.1046 3/4' 29.949 5.810 Y i d T .1. FY = 55 K.S.I. 0 x !f - /- IR.-.1875 THE MATERIAL SIZE AND THICKNESS OF ALL CHANNELS ARE DENOTED BY THE SECOND AND SIXTH CHARACTER OF THE PART NUMBER Y EXAMPLE - C H A 4 - 11 11 CEE TLENGTH IN SIXTEENTHS E OR H =: C'�-8" DEEP,'T = 0'-10- DEEP L LENGTH IN INCHES PUNCH PATTERN LENGTH IN FEET 4=14 GA.,2= 12 GA. NOTE: ;ROPEP.TIES ARE CALCULATED IN ACCORDANCE II77'H THE 1986 AISI COLD-PORNED STEEL DESIGN 1. SECTION PROPERTIES IRS CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD-POMED STRgL. DESIGN INCLUDING 1989 ADDENDUNS. MANUAL INCLUDING 1989 ADDENDUMS. V YIELD STRENGTH IS 66,000 P.S.L ( GALVANIZED MEMBERS ARE 60.000 P.S.I. MINIMUM.) 2. MINIMUM YIELD STRENGTH IS 56,000 P.S.I. ( GALVANIZED MEMBERS AILS' 50,000 P.nr AfINIIIUM. ) AVE STRUT SECTION PROPERTIES (POSITIVE BENDING} D''' 'B• I MAPL I •t- I 'd• I IX In. SX In. rc In.4 SY In. O -5•: "0'-5' 14 CA. 0.0747 S/4• 15.581 3.895 6.6T4 1.351 0 -8• 1 0'-5• 112 C0. 10.1046 1 3/4' 121.3,35 1 4.97E 1 9.341 1 1.970 REFER TO SLOPE CODE SCHEDULE YI --" c Fy = 55 K.S.I. • R.=.7875 THE SLOPE AND MATERIAL THICKNESS OF ALL EAVE STRUTS 1 ARE OENOT D BY THE 3RD, SIN. AND BTH CHARACTER OF THE PART NUMBER Yi SLOPE CODE SCHEDULE EXAMPLE - ES IN 4 C- 24 11 12 LL;!NGTq A = 0.0:12 E = 0.5:12 EAVE STRUT L6ENGTH IN SIXTEENTHS C = 1.0:12 0 = 1.5:12 N =. LOWSIDE SLOPE LL41H IN INCHES E = 2.0:12 F = 2.5:12 IN FEET G = 3.0:12 H = 3.5:12 R = HIGHSI E SLOPE PE 406E J = 40.12 K = 4.5:12 L = 5 0:12 M = 5.5:12 4 G,C12=12 GA. N'-60:12 NOTE: 1. ECTIO PROPERTIES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI COLD -FORMED STEEL DESIGN MANUAL S . INCLUDING 1989 ADDENDUM 2. I!fIAYIELD STRENGTH IS 66.000'P.S1, ( GALVANIZED MEMBERS ARE.50,000 P.S.I. MINIMUM. ) MT WASHER CRESF.NTT WASHER CABLE BRACE HEX HEAD NUT THE CABLE BRACING DIAMETER IS i)MTED BY THE SIXTH CHARACTER OF THE PART NUMBER. EXAMPLE - XXCC 24 9 5 CABLE BRACE J TL4 DIA., 5 = 5/16" DIA., 6 = 3/6' 7 = 2I16 DIA., 8 = 1/2" MAL 1 NGTH in INCHES 1 LENGTH IN FZ FLAT WASHER i CRESENT WASHER ROD Y \\ HEX HEAD NUT THE ROD BRACING DIAMETER IS DENOTEo pY THE SIXTH CHARACTER OF THE PART NUMBER: EXAMPLE XB 24 9 5 y ROD BRACE --T T L7 /,: DIA., 8 = 0 -1' DDIA. 6 = 3/4• DIA., LNGTH F I SINES LENGTH IN FEET 10 7 WALL j ,TYP> .' I $P�P A k j r ..•. 2 �_.,___ 3/4' D"'A. ANC-HOR..BOLTS I a' GAGE �f izy II i I �dP�3_ BP SP� 1 II i i !i 00 -0900 i gA6 77 S 2 �:. ! _ 3/4' TJIA. ANCH] R BM—TS. -- F i r BP-1 + SCREW ASSY, AT 6 C'TRS.— I SIDEWAU "C ' ALL DU4ENSLMNS TO OUTME .7F MNCRETE"\THERE APPLICABLE v STEEL LLNE_�, _ �13AS TPLM (AV5e37) (` � RAMSET TO SLAB f (R4MSET NOT BY D.S.B.) RASE TRIM DETAIL ANCHOR BELT`, B" ❑THFR< CJTY j PART #1 BOLT SIZE 'A'�T 'E' T `c' 'Do — CAB-1 l ice' X D'-f,°_ L ` ! } 6° I 1 3/4'I i L B -T jag "AB-2 T, I; 4D !AB-- 7/8' X 1'-3_—._.T..° 7!E, �4' h ! (AB-4 I° X "-6' A. _. J -4 --+— ! AB-5 IX 8'-2° 1' 4' L c^^" 3' { 1 L4 X 2'-0i IJ4'a 4' 1 13 '/4 .x SECl7pN +APiR � ti • ;J'^- p;ybLF_ OB'G. N0. WHE SEOTION. IS ,j rr SEC770N IS SPOWN SECTION KEY DETAIL MARK Dy.T, it !� - rm l_/ ' .. DING. Arc. WNERE DWG AU 'WRIX liclA2 IS MA:2K D DETAIL /S SIiOWN BASE PLATE DETAIL, KEY ` FC R C1]NS`T. i asti uev rc,N � nAc� ( RONORFTF ONSi6SSG FO r DES1 R�MRTERiN7GNSTRU DE TIL1N pF THE FUUHDA�L[7NPLE T`]t1flnATL;N tMREI:�",ES'� AGLQ,JAIc Pp.GViSTf'No SFIALI. BE RIA IN E CUMDA' pN BECK' FC1R LADS t,,1P[jSLD BY Ct7UJ^J RFACT:C7NS t7L BIllLJWG AND ANY ETHERc°.CET Lt DS.A CLWNTRJr CIR r E BEAt NEi CAPACITY pF THE SilfL ANp pTHER C .�tDITIUNS Or T tE BUD ;1SNG SITE ! SI(' -L FUM468, LINO i COD 0 I 3. G NOTE TM t WSAED FLOOR EIEYA770 b 0'- : JC}V 8j M1 6,;'99 ALL BASE PLATES APE A[ EiY. � -0' ?M-9 u+DUST.PLAL Ave, UNLE5-s OTHERMSE NOTED, vOPT MYn_RS, rwawA SRUT KMM7--.--- "�39Uf I cUsnmER , MAVERJOK BOAT _— ANCHOR BOLT PL.A {{h t Wt. DL t Vl. AS€ i CA3E 2 .. DL ALL DL a. VL 17 43,88 ' -`4.36 43p" G 3.60 W-I-51 OI UMN RACTIOiyS AT. GRID IN. :RI .ACTd 1 1S AT 'G b, �i"3�• I { I" _ THE�LT:. ( AL' REACnO&S iN w-Ps ANC. BOLTS -3 � f 1 3' fl/ x •.�� 2°r 9 r t , i 72.30 65,2E 13,�37 0.00 COLUMN REACTIONS AAT GRID _LN. ( ALL RE,AC770R5 N k7PS j OAA17 SPEET LEDGE AT DOOR OPD WG D _ SECTION C') 2 2,; 1/4' POVER DRJVFN FAST. LNFRS (NOT BY D.Sff) ( I v— { i `� WALK DOOR F.'OLT MAIN BLDG. COL --� (REFER TO BP-1) q _ i To I I of �-H I 6• i i3 7/8 If 'BP-2n; 1c 3/4' ELA. ANC. EOLTS AB-2 ) br N .7 PL L'2' X 8' 0�R I Ls suess BAD r- 3/a' BIA, ANC, BOLTS s -�- ---- -- ( AB -I �ln BY I 16330 j 1 i:al= RF OONORETE OONST L 1✓ >~ I� cvs�n MAVERJOK BOAT Stems BUILDPNCS, LNG I CGD C8. i 3.9I _ _ I '"° R_` AVE, I)w 8/1s/. L4 99, I FRAME REACTIONS & I 70RT M!'P,�;, RtsRtlut � a+� 1 tJ�'.�_"� BASE PLATE DETALLS -- 2 OF G 3.60 W-I-51 OI UMN RACTIOiyS AT. GRID IN. :RI .ACTd 1 1S AT 'G b, �i"3�• I { I" _ THE�LT:. ( AL' REACnO&S iN w-Ps ANC. BOLTS -3 � f 1 3' fl/ x •.�� 2°r 9 r t , i 72.30 65,2E 13,�37 0.00 COLUMN REACTIONS AAT GRID _LN. ( ALL RE,AC770R5 N k7PS j OAA17 SPEET LEDGE AT DOOR OPD WG D _ SECTION C') 2 2,; 1/4' POVER DRJVFN FAST. LNFRS (NOT BY D.Sff) ( I v— { i `� WALK DOOR F.'OLT MAIN BLDG. COL --� (REFER TO BP-1) q _ i To I I of �-H I 6• i i3 7/8 If 'BP-2n; 1c 3/4' ELA. ANC. EOLTS AB-2 ) br N .7 PL L'2' X 8' 0�R I Ls suess BAD r- 3/a' BIA, ANC, BOLTS s -�- ---- -- ( AB -I �ln BY I 16330 j 1 i:al= RF OONORETE OONST L 1✓ >~ I� cvs�n MAVERJOK BOAT Stems BUILDPNCS, LNG I CGD C8. i 3.9I _ _ I '"° R_` AVE, I)w 8/1s/. L4 99, I FRAME REACTIONS & I 70RT M!'P,�;, RtsRtlut � a+� 1 tJ�'.�_"� BASE PLATE DETALLS -- 2 OF i t, FIELD LOCATED AC'rr SS RRY SCHEDULE MK DESC' - — -- A 3070 AMSCO f-IL]LL!]+., i.. DOOR W/ DR, FRM, LEVER Lid WEATHER STRIP KIT & AUTO CLOSURE 0 W T.B. CANOPY - t' Ik 1..MkN >aC�V� 1u. AP3CHDIR 'I"LT pf.'; m. N +rL 2 i;T ^E A i T: C; D 'T 7 ht t E CC ? 1 "?pd4 VG •..Gt_IYUf£ S ALL ,.':::uPi_E P,-RLMS %ND UfRIS U'GARI3L:L:�SS OF fl'L l E. 3 i I;E TYPE AND. ILA'L. !ffli,-KTXSS OF ALL F'..-. ',i'G IS . ,:>^TOTED BY THE iSf, �i:ND, JRD, AND 4TH r;H,fRACiERS OF PART W,;CEP- ;r £ F f(' JAMB FLASMNG FOR RLB-'2, f RA = R.A;U- FL AS'HING (STD.),— L 6 fcu'A S(ULPT�D GUTTER, FWR WALL TO ROOF FLASHING -- & 4 G FOR RLB-1ia, ETC, '' i D SB. STD. DETAIL (F'036) FOR tG` ' .')R INSTALLAT)ON DETAILS. I ^.E1 --j �l S SIKUT CABLE ©RAUIP4G f----.__ r is PdCE TABLEI c � ` FC r ,E� '-ME TABLE —i RFFMENICE TABLE RE t 2!-INCE TABLE NP{. .�e REF VFD i <� NPD T -- D C-Ii i CttC C4--1603Dtt1 ES12 _ESN_N4G291t14 � .x ESE 6-N4Gc91112_... t� r TYPICAL PEAK DLAPHR;',' s,,p, SPACING 7 I_ 30-D I �. ROOF FRAMING PLAN IS AMCHO �ButLEiP.9t Til£' W OM OF, THE ��UTiUd 16� ;0 R . `- °�'g; ..,QN111T. FF j Q �rFE 10 0,52[�. S7pp1AD—'?RO T)tIMS{{q}^ypy ,_VYL'1t.I ail �t£R' (PGs. '�, it & .G r'..jJ FVtl l�.'.'^".".. '.Jl,� i-.C� ii � J. t� S.A EiXi .'jOAT DEJA�) SCF.YL BUiLilirvGS. [hN'. IZS. ''i;f rNj�S�'TOF _.",.,,-.. i, .. .�_ _. uP..SCft(i'T,AN ____.__'_'.__ _ .� .�. _ 2918 INDUMIAL Ave I JU 08/20/99 PART MYP.RS, PL.pR[DA �T'7�gY-Wll'u1i�i-----" 3390( V� P ROOF � RAtY1 V�I G lY PLAN F02 I--rv, 77i7T7777777 7 T, _ 1_ZZ 1117' 1�zj ._^G tlaiilt?65) GNL Y. i ! I ROOF a i PLAN F02 Z6 - Z6 �. -- Z3 Z3 Z3 Z3 Z4 =�F�RRAA\66�2�01 Z7 RR-6 R Z8 >.,,.; FEMG1002D0 V EAVE S'U;WT - FOR ' NO. $EE F.11OF FRAMING PLAN -- 75 T Z6 CL3137 RR-6 Z5 D Fp2 Fat I Fp2 F02 F02 _i i Z6 Z6 Z7 — Z7 2 ZS ZS FO1 F01 (' F01 i T 1 FOi r -- I Z8 r -� 1 1 _a I -- Z8 24'-6' 22'-4' 700 _ 19'-4' 13'--4' 10'-4' 7'-4' EH FRPNr 0. o�NWG TABLE e 132 I ' V 0' X 4'._0' (FIELD LOCATE) -OS 112 a4-4)50713 � ' .,;3 (S_4 S5 36 t Iar.ETNG i(E GAT 1 £; � i 2,38 RT86[ 260508 it 36C2rD508 M2 - 4, 0 X 4'-0' Cr ^ 4 031ll2 (Ram LOCATE) 0HA-A9-0,10513 MLI ; s.T&6G3KJ2.08 SI RTB6G30lL0G 58 RTB6G'h0:='08 �_S_4 SiO Y PTC61-241108 RTC*�G250808 rll S12 RTC6G760508 RTC6'3270208 513 t21'C6G271I08_i- S14 RTMMS0808 315 RTCY,G"290508 S76 RTCGM002D8 317 RTWG301WS S18 RTC6G310808 S19 RTB6G050000 S20 RTB6G050500 S21 RT86G0602DO S22 I RT86GO611D0 S23 _ RTB6G070 S2A _ 325 S26 RTB6G0 H RTCY,G05000 `'° RTC6G050500 S27 RTC60602D0 MB RTC660611.00 S29 RTC6G070800 S30 RTC6G080500 S31 RTA6-140700 S32 RTB6G100308 S33 RTB6° ")008 S34 Rrn ;f 4Q8 S35..08 S-36 S37 l30308 ;-280600 S38 --300600 R66G280808 BOLT SG`NE_D CONS. I QTY. _ S[ZE D 3/4' X 2 3/4' t- _ 22'-4 Z3 _ 19'-4' (- 1 G� C BunnwaS, INC. GGD 08 CTEEizu— '9 wDUSTRUAL Ave, JU 08/: ,;. L, `*T MYFM, FORMA IIVErMWW 0 FOR MNS-T. 8 CSSUe L Rey BUD_oeR - RF. OONORf cu7mMER' MAVERIOK DPSCRIPTMN � - FR 4 OF FRA6-2D0700 PIM a o mFHT6-0404LD m 0 0 Po (t/'2) FWS6-100'1)0 CHA-A4...011 1 --- T'_y� 7'-4' Ch{A�-•A4-•04D51 Cf• a. j -04.0n 3 CNA--M--03L FIELD 1. 4'-0- FIE 0 LOCATE' LOCATE 4'-0" X 4'-0" FRMD. OPNG. ( 14 REQUIRED) 22'-0' I 22'-C' 60',0' ENDWALL "B 0 0 FHT6-0404LD00 m ID F02 1 7 (1/2) rWS6-'U113200 1-HA-A4-O;tll I ?_ CHA-A4--030713 NDTEI PANELS S19 AND S25 ARE TO BE FIELD CUT AS REMMED G 0 FRA6-,ED0700 r NN6GO10500 G RT STRAP BRACING ( AN1265 ) ( 3 ) F'1)WS, E12LJALY °;PACED, T1-ILS BAY ONLY. (REFER5F{ FOR �A�l1Ano9 OETATLS. ) T Q 2B'-4l 1/4' - — 2E' 11 1/44 RR--4 Z2D — 24'-6' F.H. A A 23'-t 1/2' Z12 — 24'-6' ER — — 23'-L L/2' -- /CL3002 Z12 Z22 CH262L/CL3002 _.— 19'-4' F03FO2 rZ15 13' 4' Z6 1._1._ 3 -- 14' — CL3002 AN126 ZL7 - Z21 (TYP) CL3L85 7 -4' ZL8 _1. 2 1,�1 ZIB Z22 —. 7'-4' F01 FOI FOI- FOL 2,-6' ZL9 ZL4 Z19 — 2'-6' 0',0' CH2621 HW5637 (TYP) S-, RC-3 EC-3 EC-4 RC--1 8'- b• 15-0' 30'-0' 15`- 0' ENDWALL "D GoFHT6-04D4L.0 FO-3 --- 19'-4' 0 50 71 3 — 155`-0' - -- --- 1 _ FTF1D --a'-D'—FFF1D LCC4TF LOCATE 4'-0" X 4'-0" FRMD. OPNG. ( T T REOUNW) lT{ (1/2) Fl.JS6-IDoLlo -- 13'--4' 4,0513 LA'-6' FTF10 ' p' i FInD LOCATE LLOCAIF 4'-0" X 4'-0" FRMD. OPNG. ( 3 RE(TURED) BOLT SCW3UL.E CON& OTY. SIZE A 4 1/2' X L V 2 rJ3604 P 2 3/4' x t 3/4FLW5536 Ml317': A' 1, !?uLTS TO BE Lcill{ IREDOM4 4J'.TH NUTS AND dAS'HFRS, i:.'1.9ECTD3il 'A' 2ti+JU1RFS WASHL"R ON FAVE JLRLTT JIDE ONL-Y• 1�83� WW- 0Atz &C(,D ew nmos, wC. 08.17.99 MU8TBIAL AV$ JU 08/20/99 Fm. MYERS. PLL1RiT1A 334, 5 OF 9 is 11,F I KPYLSTfiN T -_ A4TE Buuz n , RF. OONORLTE OONSf. NO, a=mu' MA'✓F(TOK BOAT ENDWALL ELEVATIONS F i�. n ar-,� 1'--11 1-/4' 10'-0' - i. 1'-7. P 12 3.00001 ffitfly'<�LiTt a (HW5552) WALL TO ROOF FLASHING F V'J6G1002DO ❑.S, CLOSURE (HW5553) W/ LAPF SEALER TOP & BOTTOM 7' '-11 1/4' (U 1 A7 U _ Q v SHTG. ANGLE ( AN1219 ) 85(TYP) --{ 13'-4' (LO) 3/4' X 2 3/4' H1d5539 ROOF WEETCNG REFr (.i NCL T.1BLE r�0 rRTl)700 R2 RLa6 u0300 R3 RTA6 1r 4_08 1w.akc e� rL ANGE BRACE RE� lJ NCE TABLE 1J IWD A-0i1105 3 ,fir"4-Oi�104 ' 3A3 ANTF4-010912 ; 2A4 ANF4-�M0911 BA5 A_NP4-030013 " 6 ANF4-02IW6 7 ANF4-011113 �. L_ ANF4-010711� B2 ANF4--010713 AT THE COLUMN &RAF 11ECTIQNS CONFORM TQ' „ A,S.Tkt SPECIFICATION A�3 :' LHESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NLfi' METHOD AS DESCRIBED IN SECTION 5C) OF THE A.IS.C. SPECIFICATION, STRUCTURAL JOINTS USING AS.TX A-325 OR A-490 BQLTS- 2 ALL BOLTS r STRENGTH WITH NUTS AND WASHERS. i ._7,10N 'A' REQUIRES A VASHER ON - ;t S7RUT SLOE ONLY. 3. ALL DEFT- APE VIED DEPTHS ONLY AND'; DO NT. THICKNESSES. 4. FLAN., -/4' R 1 3/4' X 14 GA.. ALL ':iCATED ON BOTH SIDES' THE _ -.1 OTHERWISE. Ff _ a°,�,ACED ON ONE SIRE ONLY, " ?-:QUIRE FLG. BRACE Od ONE SIDE GAILY.:' 5, F R, t27 NUMBERS ARE LOCATED ON, k OP F UPHILL END OF THE RAFT 6. R" FRAF ?T NUMBERS ARE LOCATED 0;"' T, iUTER •-HE 'TI1P OF THE COLLM@. 7. SLDN' }-VN ON CROSS-SECTION ARE MEASURED ��T`'f}I(•~ UL _;'4N BA '-N1 Y THE VLDTH MEASURED AT THE EAVE CAN. E WLUER DEFT 7 " IJJM6 OUTER FLANGE THICKNESS 8. RIGID FRAME- z4AL—,RICAL ABOUT CTR LINE BOLT SCHEDULE CON& QTY. SIZE A 4 U2' R 1 U2' HV5604 12 3/4' X 2' HV5537 �B C Lo V X 3 3/4' HW902,8 16830 eW RF. OONORETE OONST. W0. 1 n TZcuyumR ' MAVER10K BOAT 08.17.99 awrj;a._ AP.SCRIRTLON 339D1 FRAME CROSS SECTION i F,,...._ . OF I �Rc Bi a BJ s A Bj-1p _ p'. pi_ 1 —� BJ-1 itii-3 MH -1 BJ-1 MH-3 Bf MHO $J�2 MH-3 _ — BJ 1 -_ -- $J''2 BJ lC _ F C-�3 BJ- PC-1 q3 PC-[ __ B -2 PC-1 BJ lC ,( ( 1 T �3J--1B 4J=: �8 _—_ _ D Di i�.3 I BJ 7 BJ2 BJ-2 -- BJ 2_ --- BJ 1C BJ 12 BJ�2 - S J-1 — _ --_ BJ-i 3I 2 BJ-2 B 1 H 2 9J-7 MJi-4 MH-4 B J 2. - P�IH-4 1 BJ-1 - aJ._2 3J-2 - BJ-1 BJ'1 BJ-2 BJ-ia BJ 1 i BJ-2 ---BJ-2 —�--- AJ 1 I1 9J-1 ---- _.. BJ-2 r - --- BJ'"1 BJ-2 _ BJ-2 _ _ J;- > } Y �- BJ-i ?3.J-2 C.4 BJ 1 PC-1 PC-t BJ 2 PC-1 --- 9J-1B BJ-2 _ — _ B:J-2 3J-1 BJ-2 BJ-2 B J-1 BJ-2 BJ-2 —_ u BJ-1 _ BJ�2 BJ 2 -. B,J- t — r -- BJ�l FfH-3 B.J-2 AH-3 BJ-2 _i MH-3 ---- B,J.�J'. BJ-1 - BJ-2 _ BJ-2__— _ BJ ._. __....___.._ _. Bi-1 BJ-2 Ba-2---- BJ--1---- _. J 1A BJ-?A BJ-2A BJ 4A UOLOADLNG. Steel st being ught Ft'r-musty dan'ayead by- ccv�eJ,^5 PC ,-7�ujd not be �hr'sn over^ t1�2 5t` ,Pp ,p t Ad.<s. T a cra.� is u ,cd '2 nrWIJ w'dv to B ?s sct i�;tq to +�par-t Jhe t d be rtN�dleN ar '?flr r nn ay a id ' tl plfll N5. 11 , r- � r JCB In C A Si be pL,ac_ j of Ui e scr^ znd w�, Fr,, ar .v' r ooi' 4 DuUj nD't be. Pb.Qcoj 2brwe �e 1.e1s01 an Israar rtD,v-s `,'c15ts-'hDtAJ be er"e-tc> .^ ` ka� j J Kinds bear on `, y e1b n r pome A -pair s o be ru e `yd. 301-0, 30',0' i?n-_n• ME „ �-WkfING � MRS 23'-11' RC-4 MEZZh' AM219 ATTACH TO MAS7QNRY WITH - il4D POWER DRIVER FAST XFRS 2'-0' O,CC CRY OTHER.V3 CONC. 'L AIB (NOT ;53Y �..-_.-TDP OFC"O!C"rF_Tf 12.,5' ;FF. ON A,J-,F. ie'8 -i2' .-M GA. DECK �J �.'L.S. (ATTACH T17 "` FOR a, r, 13/2si � < [ ST W/ .'"✓d 2 X 17 JL'SD-S. L%-K 4 S DS. @ V-^0 C'LR.S > .; ...,_..._-_...._.." .........:: i5Su¢ Sh'.S+ISiD:: MTe . ar .�. • �- cu>rrWR ' MAVF:Rlx.K 80AT :. . .. � � ,EL ZU.a.11ita. S, tl•iC. Cia D 08.1 %. Jg 292-9 WDUS[RIAL AVv, ,JU 08/20/99 ?OR( MYE'RS, f'F.GRMA ,+ter- MEZZANINE PLAN 339A1 i0F9 i im v Im v x. O „ • f: xa4 L y ? k s a 4 r. p e . r 1e J 4 3. x AMM i r rv+ n . � , d p h