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HomeMy WebLinkAboutUnknown (15)STEEL BUILDINGS,INC. THIS IS TO CERTIFY THAT THE ABOVE STEEL STRUCTURE IS DESIGNED TO MEET OR EXCEED THE FOLLOWING LOAD COMBINATIONS: 1) 20 PSF LIVE LOAD PLUS DEAD LOAD 2) /0® MPH WIND LOAD PLUS DEAD LOAD THESE LOADS ARE IN ACCORDANCE WITH z5 THE ROOF LIVE LOAD IS APPLIED .YES UTILIZING THE TRIBUTARY AREA ❑ NO REDUCTION FOR ANY STRUCTURAL MEMBER IN ACCORDANCE WITH THE STANDARD BUILDING CODE, TABLE 1203.6. now� i- MBMA META IUILDIMC M►MUi►F1tlIFIS ASSOCIATION BUILDER Ac-yee ©EuEL-oPiuE+uT co, CUSTOMER sI»THERfj SELL GA&AC.E BUILDING SIZE LR 40' u ,zo'-a" x Iq 1 EH, DEAN JOB NO. i 30,q 6 DEAN STEEL BUILDINGS, INC. D = FT. MYERS, FLORIDA GREER, SOUTH CAROLINA 'INF FIRNDRRO CDD[f• 404-87 COMPLIANCE NUMBER 8367 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. I �j_ w n 13046 D'21YY DATE WEL 1UIL11198.11C. NDC 11/16/81 ._ not DATE 211$ 311501 STREET FT« MRS. FL01101 31141 EON !D• REVIDI01 SNEET AUNDEN 1 0F c DT 41— .rL Lu M w • 2" PROD. (TYP) 25°` 0� R E A C T I O N S 1 N R I P S DL +LL DL¢UL 3•2 3.2 8.3 0.6--� Q_ t 1.4 1.4 9.5 5,Z FRAME LINES N s SIDENAIL C 251- �� 2551_ Ds itni_ ')s 1/e' ,/e• •_ no B E A C i I 0 1 S I N R I P S DL+LL DL+VL 3.3 3.3 /.5 3./ 1.5 1.5 13.9 10.6 w FRAME LINES F� b s e p NOTE DEAD STEEL BUILDINGS, INC DOES 1DT OESI 1 A1D IS MOT RESPONSIBLE BASE TRIM DETAIL At- k. PV5IF PV.A-f 5s AT ,EL�v, ioo o FOR THE DESTGA... MATERIALS, AND, C11.1Sj1V0.Ie0i OF THE FOUNDATION OR FOUNDATIgH 1HO DHEIITS• ADEOVIIE P12rTSIOIIS SHALL HE MADE NOTES IN THE FOUNDATION DESIGN FOR LOADS IMPOSED 91 COLUMN REACTIONS 9110COLUH9 ANC.IIOR B0I.1'S I" DIA. OF THE DUII.DI'HO AVD ANY OTHER IMPOSE* L011S. 1GCOUNTING FOR THE ALL OTHER ANCHOR DOLTS 3/4° DIA. BEARING CA?A,tl 'f OF 'THE SOIL 119 01,0E,N C0011I01S OF THE EXCEPT AS NOTED BUILDING SITE.: SEE PAGES 36 d 39 OF DEAN STEEL BUILDINGS. INC. STANDARD CONSTRUCTION DETAILS FOR FRAMED OPENING AND VALX DOOR DETAILS I- no JOB 1URDER 13046 D'21YY DATE WEL 1UIL11198.11C. NDC 11/16/81 ._ not DATE • 2" PROD. (TYP) 25°` 0� R E A C T I O N S 1 N R I P S DL +LL DL¢UL 3•2 3.2 8.3 0.6--� Q_ t 1.4 1.4 9.5 5,Z FRAME LINES N s SIDENAIL C 251- �� 2551_ Ds itni_ ')s 1/e' ,/e• •_ no B E A C i I 0 1 S I N R I P S DL+LL DL+VL 3.3 3.3 /.5 3./ 1.5 1.5 13.9 10.6 w FRAME LINES F� b s e p NOTE DEAD STEEL BUILDINGS, INC DOES 1DT OESI 1 A1D IS MOT RESPONSIBLE BASE TRIM DETAIL At- k. PV5IF PV.A-f 5s AT ,EL�v, ioo o FOR THE DESTGA... MATERIALS, AND, C11.1Sj1V0.Ie0i OF THE FOUNDATION OR FOUNDATIgH 1HO DHEIITS• ADEOVIIE P12rTSIOIIS SHALL HE MADE NOTES IN THE FOUNDATION DESIGN FOR LOADS IMPOSED 91 COLUMN REACTIONS 9110COLUH9 ANC.IIOR B0I.1'S I" DIA. OF THE DUII.DI'HO AVD ANY OTHER IMPOSE* L011S. 1GCOUNTING FOR THE ALL OTHER ANCHOR DOLTS 3/4° DIA. BEARING CA?A,tl 'f OF 'THE SOIL 119 01,0E,N C0011I01S OF THE EXCEPT AS NOTED BUILDING SITE.: SEE PAGES 36 d 39 OF DEAN STEEL BUILDINGS. INC. STANDARD CONSTRUCTION DETAILS FOR FRAMED OPENING AND VALX DOOR DETAILS I- no BUILDER' MCKFE DEVELOPMENT CO. �wDrDEa+ SOUTHERN BELL GARAGE DEDCNIvtI;Dll _ LR 404 110'.-20X W ER ANCHOR DOLT PLAN JOB 1URDER 13046 D'21YY DATE WEL 1UIL11198.11C. NDC 11/16/81 CHECKED DATE 211$ 311501 STREET FT« MRS. FL01101 31141 EON !D• REVIDI01 SNEET AUNDEN 1 0F c BUILDER' MCKFE DEVELOPMENT CO. �wDrDEa+ SOUTHERN BELL GARAGE DEDCNIvtI;Dll _ LR 404 110'.-20X W ER ANCHOR DOLT PLAN 4 EON !D• REVIDI01 DATE DT BUILDER' MCKFE DEVELOPMENT CO. �wDrDEa+ SOUTHERN BELL GARAGE DEDCNIvtI;Dll _ LR 404 110'.-20X W ER ANCHOR DOLT PLAN C263"� r A "2 0 ... _.. - 80 ® A0-28 00 t 21- 29 ' - p CL3042 E - 00 ... 6-2 0 A 70 0 w. C 3 10 4 5-27020 EA5-270200 2'- 2° r 5-2io2o0 7 ZEA5- 70200 E 5- 0 21- 2° z 5-270200ao2oo CL042 A8 -700 7 1 f v 7 5-280 0 EA5-280200 4_ 2° 5- z � , CL30427CD Z AO -280200 7 G` V u ., u C3014 ZEAS- T -270.2 D DSAS! T" 42" Z Ali- 0 21- 2® -A -2T l p L30p 2 4ZEAT- ZZEAQ-21 STEEL 1UILD11CS,11C. CL3042 20 \-- 0CL03U�0 A - ? 0 2135 Hl11SD1 SIREET REV15181 DATE FT- ATERS. FLDRIDI 3310 SHEET 1UMBER y CL3042 �0 - _ _CL304280 0 --2 0' CL3042 A -2 0 CL3042 - CL3042 A6-2 020 CL3042 6-2 p- CL3042 , T-2 0'00 6- -2T 2 0 20ZEAS-276200 ZEAG-270200ZEAS-210200 n ry - I<C3SU4 n e A5-2 00 p _ p ZEA5-280200 LEAS -280200 A5- TrO200 t A6 -2802D Z E p C263"� r A "2 0 ... _.. - 80 ® A0-28 00 t 21- 29 ' - p CL3042 E - 00 ... 6-2 0 A 70 0 w. C 3 10 4 5-27020 EA5-270200 2'- 2° r 5-2io2o0 7 ZEA5- 70200 E 5- 0 21- 2° z 5-270200ao2oo CL042 A8 -700 7 1 f v 7 5-280 0 EA5-280200 4_ 2° 5- z � , CL30427CD Z AO -280200 7 G` V u ., u C3014 ZEAS- T -270.2 D DSAS! T" 42" Z Ali- 0 21- 2® -A -2T l p L30p 2 4ZEAT- ZZEAQ-21 STEEL 1UILD11CS,11C. CL3042 20 \-- 0CL03U�0 A - ? 0 2135 Hl11SD1 SIREET REV15181 DATE FT- ATERS. FLDRIDI 3310 SHEET 1UMBER y CL3042 �0 - _ _CL304280 0 --2 0' CL3042 A -2 0 CL3042 - CL3042 A6-2 020 CL3042 6-2 p- CL3042 . T-2 0'00 6- -2T 2 0 20ZEAS-276200 ZEAG-270200ZEAS-210200 n ry - I<C3SU4 n e A5-2 00 p _ p ZEA5-280200 LEAS -280200 A5- TrO200 t A6 -2802D Z E p 710--"0200 ``.C2049 - P Ant EAC'-280200 An 7S 11 1 Al n 5- 2 K "'� G30i 4 I' - 1°. i L.- - --19'- p� !, 25'- 0' Vun7vc7i�v7 JOB 1UM1ER 25'- 0° 13046 DSAS! DATE WDC 11/16/01 STEEL 1UILD11CS,11C. CHEC9F9 G7'AgSrG''![tyt � C,A44Lt11Ut ARA4-210000 1TYP•I NOTEt . X DIMENSIONS ON IHIS SHEEN' $!EEL DIMENSIONS AND 00 NOT INCLUDE SHEEt L'UESt EIC. FOR CONCRETE DIMENSIONS SEE I"aE lII491 BOLT PLAN. Nolf" SHEETING MUST BE ATIAdt9 It ILL SECONDARY FRAMING PER DEAN STANDARD DETiRS. I31S 11CLUDES ALL DOUBLE PU LINS AND CIRTS RECIRBIiSS OF LOCATION. at t5A4uz7u:u1U I— n° $ $ NOTE WHEN CUTTER IS USED HOLD PANEL OVERHANG AT 1' PAST EAVE TRIM. 1r- I° JOB 1UM1ER 13046 DSAS! DATE WDC 11/16/01 STEEL 1UILD11CS,11C. CHEC9F9 DATE 2135 Hl11SD1 SIREET REV15181 DATE FT- ATERS. FLDRIDI 3310 SHEET 1UMBER 2 OF s 1r- I° Du1LDE.. HCKEE DEVELOPMENT CO. CUSTOMER, SOUTHERN BELL GARAGE DESGRIVTIb1 LR 40'X 170'-2`X 14'EH ROOF FRAMING A SHEETING. ECR db. REV15181 DATE UT Du1LDE.. HCKEE DEVELOPMENT CO. CUSTOMER, SOUTHERN BELL GARAGE DESGRIVTIb1 LR 40'X 170'-2`X 14'EH ROOF FRAMING A SHEETING. • CONN. OTT. SIZE K, f - E Cj , ; CHECKED DATE 2135 HA3SO! STREET ass O gHEET WHOER •r r a e n RE116101 DATE x as t 7777 _ 1 , as 1 J: J :f m O O ►- O O t - O O qq t— d O A�" t; I C= w p s� �a t-- O O a-- Q = arscu i az a ae ae ) - - c:3 o a- t m C O ra ! O ca f= O'. to Q KO to O ko Q %= K) O O O O O rte' O' . O to O O :<a o O ® r. i ' o= s s d ('s) �--FLC6C0105UU81tN` W), v O O Cl �1 �4-200700BRN -060OOOBRN rL84-200100BR11 r-FLC6C010500BRN m: LL1 � a--+ F+ 0-« N F i-.+ I © 1-•-. 4--- 3-- M - a--• ►--. 4.1. - Cs O C b O O V2` ta3 C) - C7 C9 O t= O f7 O O 1 C) O 0- O Ci t7 tD co O N'J {r) t+') - A 0) tc O C O O O O 1a t:7 ci Q O tai C7 : ,r w- )rs tts trs ars wr w a t ),..it tJ ) tp O f4) O ..,t 1-- 1- $.— t•— a- - t.•- t-- )-" i-"' a-•. $.- t.._r r...a Ci t= tY G's: eY: atr 9= I cV G r nG c= cz � v 2'—®H ;?—!- BRA 3 2 E I D 1 ? A91225. A91225 D FS ONLY FS ONLY 14'- 0" E.H.— c_ tTYP?) F ' - 0000 I EAI -19 004 n _____71- 4• HIm5637 (TYP.) .__ 0�_ 0" 00-1 EC -1 BC -1 Z77 7 t.- nAl 1 %fat -- Aa ENDVALL 'D' ELEVATION 14'- 0" E.H. CH2621 ( I Y P • ) 1 ' 2 (D BOLT SCHEDULE CONN. OTT. SIZE FL06 4 3/4' X 2 1/4' E Cj VDC 11116187 2 3/4' X 2 1/2' CHECKED DATE 2135 HA3SO! STREET ass O gHEET WHOER OI RE116101 DATE x as a� _ 1 az as 202 m O O ►- O O t - O O ►- Q O t— d O A�" t I C= w p s� �a t-- O O a-- Q = arscu � 1 -K a az a ae ae o +r t a3 tee; - - c:3 o a- t m C O ra O O ca f= O'. to Q KO to O ko Q %= K) O O O O O rte' O' . O to O O :<a o O ® r. i o= C3 ('s) ca W), v O O Cl o G to Oto ) t to t , 'Li t . � (G ! tri a Q:), �m t '� tC) t 40 t tO t tb t to t O m tJ m t c1G eae aC ! tV t= ae c= m r� .r to 14'- 0" E.H. CH2621 ( I Y P • ) 1 ' 2 (D BOLT SCHEDULE CONN. OTT. SIZE D 4 3/4' X 2 1/4' E 2 3/4' X 2 1/4' VDC 11116187 2 3/4' X 2 1/2' NOTE, ALL BOLTS TO BE HIGH STRENCTH VITH NUTS AND MASHERS. t•- no 1 9Rt_ As PARTITION ELEVATION —P- 4' —Ot- 0' 1 1 21-09 '-09 1 2 E D 1t 12 AN 1225 A11225 FS 11LY FS ONLY 14'— 0" E•H•-- CH2621 6 CL3002 (TYP -) ROTE, DIMENSIONS O1 THIS SHEEl11E STEEL DIMENSIONS AND DO NOT INCLUDE SH"I L'EDCESa ETC, FOR CONCRETE DINEXSIOIS SEE. INE 11CHOR BOLT PLAN. NOTE, SHEETLNC MUSI BE lTI14IE9 TO ILL SECONDARY FRAMIIC PER DEAN STANDARD SEf11iS. 191S INCLUDES ALL DOUBLE PURLINS AND CIRTS RE.CIA)LESS OF LOCATION. .7 R - G ZFA4-190904 P✓ i'. "'.�. ZEA4—.190004 13046 Iiv�t��37 (TYP.) VDC 11116187 ilEf! 111lS11iit I2C. CHECKED DATE 2135 HA3SO! STREET Ft. nrEBSt FLORIDA 33241 gHEET WHOER OI RE116101 DATE x as a� 1 az as 202 m O O ►- O O t - O O ►- Q O t— d O h- c7 C2 t- O G I C= w p t_ GJ O a- O Q t-- O O a-- Q = t- 43 = _ a- O O go Q O 0 t m �' o +r t a3 tee; era O -v- t to .� c:3 o a- t m C m o v t tO •e4 o C3 to 1 Lo .,C era o ua t to .w� uy t I-4 Qv 1 qG tra c:� sn t to ".. O o t» t to t- O C) � r t UP .r.>; 10 m -W t tr) +Y-. era c9 -,w t C o t � to t--• a ..'•.r m r✓ L.r'�^ N w ce s= m C-- N c. 1 1 21-09 '-09 1 2 E D 1t 12 AN 1225 A11225 FS 11LY FS ONLY 14'— 0" E•H•-- CH2621 6 CL3002 (TYP -) ROTE, DIMENSIONS O1 THIS SHEEl11E STEEL DIMENSIONS AND DO NOT INCLUDE SH"I L'EDCESa ETC, FOR CONCRETE DINEXSIOIS SEE. INE 11CHOR BOLT PLAN. NOTE, SHEETLNC MUSI BE lTI14IE9 TO ILL SECONDARY FRAMIIC PER DEAN STANDARD SEf11iS. 191S INCLUDES ALL DOUBLE PURLINS AND CIRTS RE.CIA)LESS OF LOCATION. "`— BC -2 t— n0 EC -2 BC -2 —� 911t- A� ENDVALL 'B' ELEVATION .7 R - G ZFA4-190904 P✓ i'. "'.�. ZEA4—.190004 13046 Iiv�t��37 (TYP.) VDC 11116187 "`— BC -2 t— n0 EC -2 BC -2 —� 911t- A� ENDVALL 'B' ELEVATION —7t- 4" JOB iumail 13046 Daly' DATE VDC 11116187 ilEf! 111lS11iit I2C. CHECKED DATE 2135 HA3SO! STREET Ft. nrEBSt FLORIDA 33241 gHEET WHOER OI —7t- 4" IIILDERI MCKEE DEVELOPMENT CO. LUSTOMERt SOUTHERN BELL CARACE DESCR1PT101' LR 40'X t70' -2'X WEN ENDVALL FRAMING 1 SHEETINC EBR 10. RE116101 DATE DT IIILDERI MCKEE DEVELOPMENT CO. LUSTOMERt SOUTHERN BELL CARACE DESCR1PT101' LR 40'X t70' -2'X WEN ENDVALL FRAMING 1 SHEETINC 7771-1"AM-171117 R:71 - .p _ 9RIVI BATE t1IEt �aitnl�as.11<e. YDC 11/16/61 CHECi<E9 DATE Fi• RiilS. �EDRi9d GREET S tlflR_R pop, f)F—PU'�IIT ECB IlO. REYd8i80 v w 1. .. ,,. .. .. -_ ._.... ., -... .. ._ .� .. - i n ^ i 4 (g • FLA6CIOOl0OBRN — a 4 4 4 4 4 4 4 4 ....—,.:._.�......_..—_.,_— �,.._— - _..—._ :..�..—,.._—EAF STRUT —,wFOR PART_,.�0� SEE R0 XC2��14 XC2804 a 0 BC -1 i— Aa RC -1 RC -:1 +— fl RC -1 RC -1 110'.. 2" SIDEVALL 'C° ELEVATION AMINC PLAN 4%" 2'- 7 F£A6- 0 0- 2'- 26 2 2� RC" RC -3 BC -2 a— is NOTE, DIMENSIONS ON THIS S3s"£i IRE STEEL DIMENSIONS AND 00 NOT INCME SHEET LEMS. ETC. FOR , CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. NOTE, SHEETING MUST ITE, AI1'11« 9 10 ALL SECONDARY FRAMING PER DEAN STAIDIR9 DEFIHS• THIS INCLUDES ALL DOUBLE PURLINS AND CBIS IEC R9LESS OF LOCATION. I_ As +_ na _..D+ - oa 13046 9RIVI BATE t1IEt �aitnl�as.11<e. YDC 11/16/61 CHECi<E9 DATE Fi• RiilS. �EDRi9d GREET S tlflR_R _..D+ - oa ....°.B' MCKEE DEVELOPHEIIT CO. COURIER, SOUTHERN. BELL CARAC£ 9��CRIPT181t+ LR 40'X 170°-2'X 14'EH SIDENALL FRAMING I SHEETING P pop, f)F—PU'�IIT ECB IlO. REYd8i80 RATE IlT ....°.B' MCKEE DEVELOPHEIIT CO. COURIER, SOUTHERN. BELL CARAC£ 9��CRIPT181t+ LR 40'X 170°-2'X 14'EH SIDENALL FRAMING I SHEETING .. JOB 1111E1 r. -r ,. ._ "�' ... 1RA11 DATE $TELL 111011146110. -: - ^:--i'-�_• .max.•. -,s i.� �,.-: '«`a_Ya' Ci" . r pFOP,C FS A ti_r l g: "o - ECR 14, Qt:ilSled vITE ®ti • .'4 a 77` .,. 7 • , - t � a s a s - a .. -r r r r r w r r r1 f M m w w r. ►... - p,... FLL6y100 00ORN I 0 12'X 12 12'X 12' i' • 10'X 12' 101 12' 12'X 12' F.D. 1 • E,O. e,0, E.O. F.D. .... -.�..,..,....x,.,11.....--.-,..�.:.... rLAGC1001008RN -- - �' - - •— : (3)R:rA6w011.1OOTAN AT F.O.(TYP•) MRMA OI110UTAb AT r.O.(TTP.) _ r- 25�-_ 0' FA9F Si a 25,— 0' trot- 2® SIDEWALL "Aa ELEVATION +_ A A[o— 1I„ 09 4 4 Q OINENSIONS .Ot IIIIS ''SlEET ARE STEEL OIHENSIDIS AND OO NOT IiCt>06i SREEI LEOCES, ETC. FOR CONCRETE OINE,NSMS SEE THE ANCHOR BOLT PLAN. XOTEt S'HEETINC MUST SE 1111 R6E1 TO ALL SECONDARY FRIAIIC PER DEAN STAI0111 1 1 1M THIS INCLUDES ALL ROUBLE PURLINS AID CIPS, SsCalMESS OF LOCATION• r 1-. n9 I - n 0 JOB 1111E1 13046 Kym 1RA11 DATE $TELL 111011146110. 1#DG 11/16/DATE C9t.tl(E1 DATE :rxs aA1s.a1 sYRl:t . Ft. b1t;19. FL9111A ' 3�ti0t 1!lEti1 11!l9tiR � t7� pFOP,C FS A ti_r l g: "o - ECR 14, Qt:ilSled vITE ®ti , - r � a s a s - a .. -r r r r r w r r r1 r M m w w r. ►... - p,... FLL6y100 00ORN I 0 12'X 12 12'X 12' 10'X 12' 101 12' 12'X 12' F.D. E,O. e,0, E.O. F.D. r- 25�-_ 0' FA9F Si a 25,— 0' trot- 2® SIDEWALL "Aa ELEVATION +_ A A[o— 1I„ 09 4 4 Q OINENSIONS .Ot IIIIS ''SlEET ARE STEEL OIHENSIDIS AND OO NOT IiCt>06i SREEI LEOCES, ETC. FOR CONCRETE OINE,NSMS SEE THE ANCHOR BOLT PLAN. XOTEt S'HEETINC MUST SE 1111 R6E1 TO ALL SECONDARY FRIAIIC PER DEAN STAI0111 1 1 1M THIS INCLUDES ALL ROUBLE PURLINS AID CIPS, SsCalMESS OF LOCATION• r 1-. n9 I - n 0 —14— On E • H . —101— 1 i A —l"- 44 _01— 0 9 1'" 1a JOB 1111E1 13046 Kym 1RA11 DATE $TELL 111011146110. 1#DG 11/16/DATE C9t.tl(E1 DATE :rxs aA1s.a1 sYRl:t . Ft. b1t;19. FL9111A ' 3�ti0t 1!lEti1 11!l9tiR � t7� —14— On E • H . —101— 1 i A —l"- 44 _01— 0 9 1'" 1a 8�J,1L6€�;nCKEE DEVELOPMENT GO', euTat1` SOUTHERN BELL CARACE 119011rt1oR LR 401X #1Q' •2gX WEN SIDENAL'La FRARtMic SHEEY,INC pFOP,C FS A ti_r l g: "o - ECR 14, Qt:ilSled vITE ®ti 8�J,1L6€�;nCKEE DEVELOPMENT GO', euTat1` SOUTHERN BELL CARACE 119011rt1oR LR 401X #1Q' •2gX WEN SIDENAL'La FRARtMic SHEEY,INC ,z. 19 GIRT LINE TO GIRT LINE CRUss 5EC11UN FUR FRAME LINES 0 CFOSS SECTION FOR FRAME LINES NOTE= ALL BOLTS TO BE HIGH STFEFITH YLIH NUTS AND HASHERS. EXCEFT CONFECTION A DOES NOT FECUIF, WASHERS. NATE= 1::FOR P U R L I N SPACING SEETHE ROOF PANEL LCC[.J ICT FACE 2.: FOR. GIRT SPACING SEE THE SIDEVALL FRAMIW'C t S'FEETIKC PACE 3. THE HIGH STRENGTH BOLTS A -WASHERS SPECIFIEC FCF USE AT TFE COLUMN & RAFT"ER CONNECTIONS CONFORM TO A•S•T-'• SrECIFICATICY A-325. THESE BQLTS MUST BE TIGHTENED BY TFE 'TCFY CF TFE ?UT' METHOD AS DESCRIBED IN SECTION 5(C) OF TFE •..S•G• SPECIFICATION 'STRUCTURAL JOINTS USING A•S•T.M. A-325 CF +-45C EC TS 4 RICIA FPAME It SYMMETRICAL ABOUT.THE CENTEF LICE 0 L BOLT SCHEDULE CONN. OTY. SIZE A 4 -5/8' X l 3/A•' $ 8 3/4' X 2 1/2' C 8 3/4' X 2 1/4' NOTE= ALL BOLTS TO BE HIGH STFEFITH YLIH NUTS AND HASHERS. EXCEFT CONFECTION A DOES NOT FECUIF, WASHERS. NATE= 1::FOR P U R L I N SPACING SEETHE ROOF PANEL LCC[.J ICT FACE 2.: FOR. GIRT SPACING SEE THE SIDEVALL FRAMIW'C t S'FEETIKC PACE 3. THE HIGH STRENGTH BOLTS A -WASHERS SPECIFIEC FCF USE AT TFE COLUMN & RAFT"ER CONNECTIONS CONFORM TO A•S•T-'• SrECIFICATICY A-325. THESE BQLTS MUST BE TIGHTENED BY TFE 'TCFY CF TFE ?UT' METHOD AS DESCRIBED IN SECTION 5(C) OF TFE •..S•G• SPECIFICATION 'STRUCTURAL JOINTS USING A•S•T.M. A-325 CF +-45C EC TS 4 RICIA FPAME It SYMMETRICAL ABOUT.THE CENTEF LICE 0 L JOR IORRER. 13046 #RIRR RATE WDC 11/16/87 STEEL R71t1119S.119. CRICKED RITE 2?35 NIIS81 STREET FT. 111ERS..FLOR101 33101 SHEET WIER ro OF,6