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Home My WebLink AboutUnknown (16)CD STEEL BUILDINGS,INC. THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR EXCEED THE FOLLOWING LOAD COMBINATIONS: 1) -�=' PSF LIVE LOAD PLUS DEAD LOAD 2) --Z'236 MPH WIND LOAD PLUS DEAD LOAD THESE LOADS ARE IN ACCORDANCE WITH _ THE ROOF LIVE LOAD IS APPLIED RYES UTILIZING THE TRIBUTARY AREA ❑ NO REDUCTION FOR ANY STRUCTURAL ' MEMBER IN ACCORDANCE WITH THE STANDARD BUILDING CODE, TABLE 1203.6. MBMA METAS IOICOINN N1NIEACT111K ASSOCIATION z-,�4'07?, � �� BUILDER A -KrCE QEuELQPMeW-r W. CUSTOMER SoyTNeR,pj i3£LL OFF'GE BUILDING SIZE sM -ao' x Lgs =a" x ia'EN . DEAN JOB NO. 130,q-7 ,•�"`"`.h DEAN STEEL BUILDINGS, INC. a FT. MYERS, FLORIDA GREER, SOUTH CAROLINA 'iN[ SIHD[D COD[S- 4026.4-87 COMPLIANCE NUMBER 8387 IMPORTANT PLEASE READ THE FOLLOWING: Unloading Check-out and Shortages: It is essential, while unloading your Dean building, to verify that all com- ponents listed on the shipping papers were actually shipped. Our drivers are instructed to spend as much time as necessary to verify this. 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 tem- porarily 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 claims for damage or shortage must be presented, in writing, to the carrier — either Dean Steel Buildings, Inc. or common carrier, within seven days after receipt of materials by purchaser. Failure to do so voids any claim. Storage and Protection of Materials: A Galvanic action known as `white rust' may result when aluminum, galvanized, or the galvanized prepainted coating on piled flat sheets or nested formed sheets become wet from rain, condensation, or other causes. Under certain weather conditions this `white rust' can happen in as little as 24-48 hours. Galvalume coated sheet is susceptible, as 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 be dried at once. Panels that cannot be stored out of the elements should be restacked in- dividually and spacers put between the panels, so that individual panels can have air circulated around them (non-metallic spacers, i.e., wood, card- board, 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 plastic because they prevent air passage and tend to trap moisture in the bundle. Roof and side panels should be erected as soon as possible after their arrival at the jobsite. If prolonged 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- engineered metal building assemblers. Erection and construction methods should be performed as outlined in the "American Institute of Steel Construc- tion Code of Standard Practices for Steel Buildings and Bridges, Part 5." In addition, the erection policies and practices of both the MBDA Inde- pendent Erectors Division, and MBMA erection practices must be understood and adhered to. The quality of erection has a direct bearing 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. Back Charge Claim Procedure: The Customer Service Manager must 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 approxi- mation of the amount of the back charge must be established at this time, and an 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 upon. All discrepancies must be agreed upon, in writing, and accompanied with a Dean purchase order number before Dean will honor any back charges. Dean will then pay this agreed amount upon presentation of an invoice. Payment will be by credit memo to the builder's account. Any work which 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). 2) Purchase material locally (or allow builder to do so) for field correction. 3) Modify existing materials previously shipped to conform to requirements. 4) Return material to Dean's plant for exchange or modification requirements. When trucking is furnished by Dean, it is Dean's intent to arrive on the jobsite at a pre -designated time and every effort will be made to do so. However, Dean will not accept any back charges due to late arrivals. Dean will not pay any back charges for delays that may be incurred due to shortages. Dean will not pay claims on improper unloading of material, improper storage of material, or delays or damages caused by improper erection techniques. Dean Steel Buildings, Inc. may make changes from time to time in their product lines by discontinuing, altering, or modifying any or all of the products included therein and by adding new and additional products thereto. Dean Steel Buildings, Inc. shall not, however, be liable to builder in any way or for any reason on account of any change in Dean Steel Buildings, Inc.'s product lines. (D - ce sw N •-• Oe W m A B C D E F 6 H 1 SIDEVALL A .� �.4•(TTP.)CAUCE �I+ E, A D . n SEE PACES 38 - 40 OF DEAN STEEL BUILDINCS, INC. n n 'II STANDARD CONSTRUCTION DETAILS FOR FRAMED OPENINC AND 'VALK DOOR DETAIL5' BASE TRIM DETAIL .. ntiu eTttl nimnTur tue nnte unT-.nreleu iun to any nrnnnunrelr. JOB NURBER rr----I 13047 ORIVI BATE NDC 11 121 /87 MEt OVILDIRCS.c. U CM£CNED DATE 2735 NARSDI STREET Itis :', 1i-'9 -S7 FT. BYERS, FLORIDA 33901 . $MEET RUNDER 1 OF IT .�. • � t? C 1 w I I " I I I I I 1 N i 1 1 ;n Q116- • 1 --- --- ��® ----gal • SIDEVALL C 0 Co 1_ 0• 01_ . 01_ . 1_ • 201-• 2011- D• 1 ._ D• 11_ 1• 14 ._ • �I+ E, A D . n SEE PACES 38 - 40 OF DEAN STEEL BUILDINCS, INC. n n 'II STANDARD CONSTRUCTION DETAILS FOR FRAMED OPENINC AND 'VALK DOOR DETAIL5' BASE TRIM DETAIL .. ntiu eTttl nimnTur tue nnte unT-.nreleu iun to any nrnnnunrelr. JOB NURBER rr----I 13047 ORIVI BATE NDC 11 121 /87 MEt OVILDIRCS.c. U CM£CNED DATE 2735 NARSDI STREET Itis :', 1i-'9 -S7 FT. BYERS, FLORIDA 33901 . $MEET RUNDER 1 OF O Fo CCN sT 12- 9, Bi YtO C ECR W REVISION BATE IT A 9 C D E f G H TYPICAL PEAL( DIAPHRACII SPACIMC • n C 8 4G�� ESAM91164 EMC19110491 0 ESM23 40" r -- 7 I i I i al 0 �� r lee�l C2404o ,c, • N � AO 6- 0 -2 0 2'- 2`• 0 -2 0 0 2'- 2' A 9 C D E f G H TYPICAL PEAL( DIAPHRACII SPACIMC • n C 8 4G�� ESAM91164 EMC19110491 0 ESM23 40" r -- 7 I i I i al o Q 0 �� 13047 lee�l C2404o ,c, • N � -27 00 2'- 2. 6- 0 -2 0 2'- 2`• 0 -2 0 0 2'- 2' _ 2'- 2• - 00 ._ 2w a MET IU!lSEA `2 Of 4._ 2. 2•- 26 2'- 2' wZE66-270200 • 40 i 0 00 ® i ZEA7-220200 p W C2 I o Q --1(C2804 �� 13047 lee�l C2404o ,c, • N � -27 00 2'- 2. 6- 0 -2 0 2'- 2`• 0 -2 0 0 2'- 2' _ 2'- 2• - 00 ._ 2w a MET IU!lSEA `2 Of 4._ 2. 2•- 26 2'- 2' wZE66-270200 • 40 ZEAD-230200- 0 00 ® ZEAT-220200 ZEA7-220200 HAT 210200 W C2 •c � .n NO CL3042 CL3042 CL34 CL3042 CL3042 CL3042 0 - 6- 3 O0 - A- Q 0 - 0 0 ZE A6-230200 Z A -2 0200 7-220 0 - A- A- t0 0 CL3042 GL3042 CL3042 CL3042 CL3042 CI3042 CL3042 2c:2 CZEA6-2702bO o ZEA6-230200 Z A -2 0 00 0200 ZEA7-220200 - F110200' - 0 00 - A - o - ta2 a- m: < ZEA6-270200- 20o 0 C284 C 4 ��T SD4C 410A4 1 11 4 5 C1 SA4 1911 SA4 1 1104 A SD4C 0410 ARA4-210000 (TYP-) ARA4-210000 (TYP.) " L__ __ _CEX4C28041 0—__— _._—C A4C191100.-__ ___ CEA4C 19 1100 _— CEP C 19 11 Go___ __CEA4Cl91 (_ —C A4Ci91too---__ 0 0—_____1 • 4'-5 .- 0. 0. ON 20t- 00 01- 151 1- 0. I GUR6XtIC UInt1b1'U.'b btt1nc h06nULnVULI rLAR. M IME1 �� 13047 lee�l ➢ATE ,c, • N � ' YDC 11 i21 /8t CIEC1E➢ DATE • ECI 11. FT. RYERS. FLIRIDA z3sDt MET IU!lSEA `2 Of I1 . • 40 ' 3-�-' ra r C2 •c � .n NO � e,o l 1 4. .0 5116' 2�- 10 7116' " L__ __ _CEX4C28041 0—__— _._—C A4C191100.-__ ___ CEA4C 19 1100 _— CEP C 19 11 Go___ __CEA4Cl91 (_ —C A4Ci91too---__ 0 0—_____1 • 4'-5 .- 0. 0. ON 20t- 00 01- 151 1- 0. I GUR6XtIC UInt1b1'U.'b btt1nc h06nULnVULI rLAR. M IME1 �� 13047 lee�l ➢ATE STEEL 111011CS.IIC. ' YDC 11 i21 /8t CIEC1E➢ DATE 2735 HASSII STREET ECI 11. FT. RYERS. FLIRIDA z3sDt MET IU!lSEA `2 Of P Fo pEr,MIT ECI 11. - IEVISICJ ➢ATE I1 . FLA6CIOOIDOBRN 11 711 10 _---- ----._... ------------- EAY ZEAS -190800 ZEAS -1902Q0 ZEAS -190200 BC -I I— no RC -3 6— n• RC -3 I— n.. UT - FOR PART N0. SEE R 7cia-tenlnn IOFfRAMINS PLAN— ZEA5-190200 �-- RC -3 RC -3 RC -3 .j.201- 0' .� 20.- Q' 145'- 2' IDEWAL-L 'H' ELEVATION RC -1 ------------ —12'- 0' E.N. ZEA2-240800 -- --7'- 4• NOTE= DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET LEDGES. ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOIEt SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES ALL DOUBLE PURLINS AAD GIRTS REGARDLESS OF LOCATION. —09 - 0' BC -1 I- D. J L II - I' JOB IWER 13047 DRBITE STEEL BOILDIBCS.INt. VO i�DC 11121 /8l CNECNED GATE 2733 HARSOB STREET FT. HTERS. FLORIDA 33901 SHEET BnE'ER [EEC118. F4 P, pr- RAhV 1 REVISION DATE BT �I o c o cl N N I I m � i0 ti J7 e I 4 7 7 7 4 7 7 7, '7, 7, 7 10 _---- ----._... ------------- EAY ZEAS -190800 ZEAS -1902Q0 ZEAS -190200 BC -I I— no RC -3 6— n• RC -3 I— n.. UT - FOR PART N0. SEE R 7cia-tenlnn IOFfRAMINS PLAN— ZEA5-190200 �-- RC -3 RC -3 RC -3 .j.201- 0' .� 20.- Q' 145'- 2' IDEWAL-L 'H' ELEVATION RC -1 ------------ —12'- 0' E.N. ZEA2-240800 -- --7'- 4• NOTE= DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE SHEET LEDGES. ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOIEt SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES ALL DOUBLE PURLINS AAD GIRTS REGARDLESS OF LOCATION. —09 - 0' BC -1 I- D. J L II - I' 11IUE1, MCKEE DEVELOPMENT CO. tasTtrrn SOUTHERN BELL OFFICE OESCRI►TIONt SM 30'X 145'-29X 12'EH SIDEVALL FRAMING ISHEETING JOB IWER 13047 DRBITE STEEL BOILDIBCS.INt. VO i�DC 11121 /8l CNECNED GATE 2733 HARSOB STREET FT. HTERS. FLORIDA 33901 SHEET BnE'ER [EEC118. 11IUE1, MCKEE DEVELOPMENT CO. tasTtrrn SOUTHERN BELL OFFICE OESCRI►TIONt SM 30'X 145'-29X 12'EH SIDEVALL FRAMING ISHEETING [EEC118. F4 P, pr- RAhV 1 REVISION DATE BT 11IUE1, MCKEE DEVELOPMENT CO. tasTtrrn SOUTHERN BELL OFFICE OESCRI►TIONt SM 30'X 145'-29X 12'EH SIDEVALL FRAMING ISHEETING 5'- 1r Cl, 1C, % lP i � - EA 7 7-1 r F: } G. �.t� r��. - �1�"C.C3 0 Q 7FC6-19nsnn Frac-e=none C 1 CFX4-280808 - i CFJ4-190500 = CFJ4-190500 = -- CFJ4-190500 " ---- ------ CFJ4-190500 = ---- •----- CFJ4-190500 " ----- ------ N -1 a- no 6— As 0'- 0' 15,3'- 2• FASCIA FRAME t_ no •- n• I_ AN 5'- 1' 0 0l. Q O I N N t0 � I 40 OC JI, je el e 101, e 7 7: .7 7 7 11 e e el x e Z, OC NOTE= ALL DETAILS STANDARD UNLESS NOTED SEE PAGES 33 & 34 OF DEAN'S 'STANDARD CONSTRUCTION DETAILS' AOR RYNBER 13047 DRAYR 11 /21 /B7. STEEL RUfIDIRCfi,1iC, CHECKED BITE I FT. NIERS, FLORIDA 33001 SHEET RYNDER .5 OF Qp ECR RD. REIISIDR DITE BY F14155 HV5511. 12'O.C• `HV5511. 12'0-C. F l 4155' II� HV5501 HV551I. 12 D.C. HV5511. 12'O.C. HV5501 120 D.C. " 12. O.C. W W HV5501.` 12'O.C• v y HV5501. 12'O.C. 12Y5501 W < HV5501. 12'O.C. INSIDE CLOSURE _ m m F l4132 w INSIDE CLOSURE ``000 ::: HV5511. 12'O.C. r M •.. OF PANEL w o �, Lu ARA4-210000 { ROOF EXTENSION • � • � PURL I N 1 1/2' X 1 1/4' 1 - BOLT L NUT (4)5/8' X 2' `� t H.S. BOLTS V/NUTS " MASHERS 0 M W - 1 FILLER BLOCK AT o BEARING FRAME ONLY HV5501 HV5511 BOLT & NUT s —' � � HV5501 (4)3/4' X 2 3/4' 12 D.C. HV5501 c� 12 D.C. H.S. BOLTS V/NUTS b VASHERS IL 12. O.C. w = w 1/2' X 1 1/4' SOFFIT PANEL HV5511 BOLT t NUT- • 12 O.C. r v HV5501 FL4250 HV5511, 120O.C. HV5511. 12'O.C. ,. 11..E 12' O.C. FL4158 w C SOFFIT PANEL --� 4' - 0' .... c.� a FL4250 HV5511, 12'0.C. HV5511. 12'0.C•. s SIDEWIILL CROSS SECTION I FL4158 . { 4 - 0 w w m ENDWALL CROSS SECTION i. FL4074 NOTE= ALL DETAILS STANDARD UNLESS NOTED SEE PAGES 33 & 34 OF DEAN'S 'STANDARD CONSTRUCTION DETAILS' RBUDER, MCKEE DEVELOPMENT CO. CVSTDNER- SOUTHERN BELL OFFICE DESCRI�TIDR+ FASCIA CROSS SECTIONS 4'VERTICAL X 4'PROJECTION AOR RYNBER 13047 DRAYR 11 /21 /B7. STEEL RUfIDIRCfi,1iC, CHECKED BITE 2135 NASSOR STREET FT. NIERS, FLORIDA 33001 SHEET RYNDER .5 OF Qp RBUDER, MCKEE DEVELOPMENT CO. CVSTDNER- SOUTHERN BELL OFFICE DESCRI�TIDR+ FASCIA CROSS SECTIONS 4'VERTICAL X 4'PROJECTION P FC>k PE Pw1% 1 ECR RD. REIISIDR DITE BY RBUDER, MCKEE DEVELOPMENT CO. CVSTDNER- SOUTHERN BELL OFFICE DESCRI�TIDR+ FASCIA CROSS SECTIONS 4'VERTICAL X 4'PROJECTION NOTE= ALL BOLTS TO BE HIGH STRENGTH HW5637 tTYP.) WITH NUTS AND WASHERS. EXCEPT 0'- 0' CONNECTION A DOES NOT REQUIRE BC -1 EC -1 BC -1 WASHERS. 10'-`0 201- 0' NOTE 1. FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION PAGE 30 O• 2• FOR GIRT SPACING SEE THE SIDEWALL FRAMING & SHEETING PAGE 3. THE HIGH STRENGTH BOLTS t WASHERS SPECIFIED FOR USE AT THE TYPICAL ENOWALL ELEVATION COLUMN 6 RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5(C) OF THE A.I.S.C. SPECIFICATION 'STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 4. FOR RAFTER PART NUMBERS SEE ROOF FRAMING PLAN BOLT SCHEDULE 5. FOR COLUMN PART.NUMBERS SEE SIDEWALL FRAMING PLAN BOLT SCHEDULE CONN. 0TY. SIZE A 4 5/8' X 1 1/2' B 8 3/4' X 2 1/4' C 8 3/4' X 2' NOTE= ALL BOLTS TO BE HIGH STRENGTH HW5637 tTYP.) WITH NUTS AND WASHERS. EXCEPT 0'- 0' CONNECTION A DOES NOT REQUIRE BC -1 EC -1 BC -1 WASHERS. 10'-`0 201- 0' NOTE 1. FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION PAGE 30 O• 2• FOR GIRT SPACING SEE THE SIDEWALL FRAMING & SHEETING PAGE 3. THE HIGH STRENGTH BOLTS t WASHERS SPECIFIED FOR USE AT THE TYPICAL ENOWALL ELEVATION COLUMN 6 RAFTER CONNECTIONS CONFORM TO A.S.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5(C) OF THE A.I.S.C. SPECIFICATION 'STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 4. FOR RAFTER PART NUMBERS SEE ROOF FRAMING PLAN BOLT SCHEDULE 5. FOR COLUMN PART.NUMBERS SEE SIDEWALL FRAMING PLAN NOTE: ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS. 6. RIGID FRAME IS SYMMETRICAL ABOUT THE CENTER LINE NOTE DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE .SHEET LEDGES. ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOTE SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES All DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION, JOB IDBIER CONN. 0TY. SIZE D E 4 2 3/4' X 2 1/4' 3/4' X 1 3/4' NOTE: ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND WASHERS. 6. RIGID FRAME IS SYMMETRICAL ABOUT THE CENTER LINE NOTE DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS AND DO NOT INCLUDE .SHEET LEDGES. ETC. FOR CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOTE SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING PER DEAN STANDARD DETAILS. THIS INCLUDES All DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION, 91u.E1• MCKEE DEVELOPMENT CO. CVSTINER, SOUTHERN BELL OFFICE BEscllrnol SM 30'X 145'-2'X 12'EH ENDWALL FRAMING & SHEETING RIGID FRAME CROSS SECTION JOB IDBIER 13047 ORM BITE :4 VDC 11 /21/87 STEEL I9ILDIICSoIIC. CHECKED BITE 2735 HINSON STREET FT. ITERS, FLORIDI 33901 SHEET IURBER (o 0 F ro 91u.E1• MCKEE DEVELOPMENT CO. CVSTINER, SOUTHERN BELL OFFICE BEscllrnol SM 30'X 145'-2'X 12'EH ENDWALL FRAMING & SHEETING RIGID FRAME CROSS SECTION P CR PFFS►��T -rc�- "'�� ECR 10. REVIS101 BITE IT 91u.E1• MCKEE DEVELOPMENT CO. CVSTINER, SOUTHERN BELL OFFICE BEscllrnol SM 30'X 145'-2'X 12'EH ENDWALL FRAMING & SHEETING RIGID FRAME CROSS SECTION