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Home My WebLink About1001 Cornwall Rd 20152 New building Russell Brothers Anodizing9 41 ,I" E AIR _911111111011 A Uwm"k EA N� 5 V h h L- E SMFL A 11"1`31,;5��';,_'1 THU. r 11ME-ED THE ThO rod Idyl load is applied atilizing the tributary area roduction for any Oructural member in accordance with he Standard Building Code, Table 1203.7 RD PRESSURE CO-EFFICIE111TIS ARE Bij%1)'Lfj 6i'l NAVFAC W11-2, OCTOBER, 1970 {'; eaoaoaoaaa000000so4„ia"is.4 ................. E E BUILDING 4 PROJECT ROSSCLIL 13P,05. Mc, t< e� D a v eLbp m cN -r D.S.B. JOB NO. (5 G 2-, °'� DEAN STEEL BUILDINGS, INC. FT. MYERS, FLORIDA Id E3 M -THE sr—M. cools. Rfio METAL WILDING MANUFACTURERS ASSOCIATION COMPLIANCE NUMBER 8367 GIG LjEAR PLEASE READ Unloading Check-out and Shortages: It is essential, at the unloading your Dean building, time be spent to verify that the contents of the shipping papers coincide with the shipment. Our drivers are instructed to spend as much time as necessary to verify that all the parts are there. Any items found to be short, or in contradiction of the shipping papers, are to be noted on the driver's report. This serves two pur- poses: 1) you, as the erector, will know that a particular item is missing, thus you can work around it; 2) it lets us know that we have a problem so that we may react quickly. This is a much better system than discovering something missing at the time you need it in your erection process. By tak- ing the time to properly unload the job and check it, it also 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 or common carrier, within seven days after receipt of materials by purchaser. Failure to do so voids any claim. Storage and Protection of Materials: When aluminum, Galvalume TM , or the galvanized prepainted coating on piled flat sheets or nested formed sheets become wet from rain, condensa- tion, or other causes, a Galvanic action known as `white rust' may result. Under certain weather conditions this 'white rust' can happen in as little as 24-48 hours. Formed prepainted sheets must be protected from moisture, in the same manner as plain galvanized sheets, if in contact with other sheets. The sheets must be properly packaged and stored. Otherwise white rust may develop at minute cracks in the paint and the roll formed edges. 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, 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 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 may be required, 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 Con- struction Code of Standard Practices for Steel Buildings and Bridges, Sec- tion 7". In addition the erection policies and practices of both the MBDA In- dependent Erectors Division, and MBMA erection practices should 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 draw- ings on the Dean Steel Building System, please do not hesitate to contact our Customer Service Department. Sack 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 approx- imation 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 job - site 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, im- proper storage of material, or delays or damages caused by improper erec- tion techniques. Dean Steel Buildings 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 shall not, however, be liable to builder in any way or for any reason on account of any change in Dean Steel Buildings' product lines. 80 SPAN ®l . . . . . . . . . . I-o 3 PANEL PAN EL* it NOTE WHEN GUTTER 13 USEQ Hl(.[) PANEL OVERHANG AT I" PAST EAVE ffMl. M A 3 NONE 7 Niwa, , 5 14,8Q 4.11 'Map. .:2942," PALK, AVENUE, tif -FLOMW �C.-i6aa n► C>T E. a L- C- C. U r- i N s 1" Pam, C E" [) F?, *.( BC-- 160 -1I T OPAWN OATf 3mg Joe muoafA :> Jab 9V�m� „ NO Es q. �3.$q Q P .. `- f c=K�F— FD E vet C. FOR SP,Ar1"NG .SEE 'TOE -ROOF PANEL. LOCATION PAGE. ., CuRrlt ROVID 0AVL SHMMMUNGZA" 2 FOR„ GIRT SPAEING:.SEE THE &fAEr'/{ALL FRAtA6 7 P ti{6_i �j.�,.��.,�$ �?Q6x ".�} �i tJS � C.L k. " ��..° , NG 4_ SHEE ING AGE 3 .3. TkE tNtGH STRENGTH:' BOLTS Ek WA.SHI RS : SPA C,IFIED FOR USE ATbri r COL6MN. a .RAFTER CONNECTIONS CONFORM TO A. $.T f .- SPECIFICd A. 3F i:' THESE: 8OL:TS MUST' BE TIGHT-ENED 4Y 1 HE .TURN`- OF,- f�l r� : � 942 _ PALK ��%�NU� �� G I D' ;FRAME C RO `J 5 ME rHOf) AS DESCRt8E4.IN a CTt ON 5,(O OF , f1E.ki.S:c. SPf Gfi' ia, :; FT,, MYERS, FLOR D,r� r.^ sTittIGXURAL ot�vTs•uslN .s.�r A•3z OR'.k-490 a Irr .. 33961 . + RI.GI .AH.. SY 4 TRA- TFRAM _ , q : H'N-5501, 12" 0 " SIDE LAPS ONI HW-5501, 6" O.C. BOTH END LAPS 11 PLACING PANELS x a :•- ins C GROMMET BOLTS, HW • 5526, 12 V. �`" HW-5501, ro"O.0. HW-6501, 12°O.C, (MUST BE SPECIAL ORDERED) TAPE SEALER HW- 5775 EAVE STRUT TAPE SEALER,HW-5775 IL FIBERGLASS PANEL RIBBED PANEL FIBERGLASS PANELS _� HW-550116"O,C. ASS TO STEEL FIBER- �t A�S_s'c TO FIBFRGt AEG "� GIRT TYPI ;AL Slq AP. HW-5501, 12" O.G. DRILL K 0 HOLE IN FIBERGLASS PANEL DRILL �8fd HOLE IN R BARRIER OVER RIBBED PANEL Q FLASHING :USE TAPE SEALER FIBERGLASS PANEL BOTTOM OF tRIER---___RIBBED PANEL SKYLIGHT TRIM OPTIONAL SIDE LAP WITH INSULATION TAPE SEALER HW-5775 BOTH END LAWS OEM- Cp I-4-80 NONE C SCKED DAT APPROVED OATS INCC 9N i"�lR UO NOT STAND ON iiKYU8HT5. SKYLIGHTS MVIB 5-16.80 ARE NOT DESIGNED TO CARRY Cia`10ENTRATED DEAN STEEL �iLDGS. Description LOADS. STANDING ON SKYLIGHTS MAY C�` S atj4Z PA�, i�4/Ir�UIE THE PANEL TO FAIL RESULTING IN SEVERE FT. MYERS, FLORIDA IfRS%AL INJURY. . �� ( ' RIBBED PANEL TYPICAL., I j9ERGL—A c `"'"' `PANt=L INS�ALt_ATIaN FIBERGLASS PANEL RIBBED PANEL STRIP 4" OF INSULATION-HW-5501, 6" O.C. - FROM VAPOR BARRIER 8 FOLD VAPOR BARRIER BACK OVER RIBBED PANEL PURL1N END LAP WITH INSULATION CHNG SIDE LAP BOLL' 12/3/B2 CBC ADD CAt ITION NOTE 9/15/a2 JWJ VECit �!Lt>'. �eviarion Dt�te By Job Name SKYLIGHT ,VETAILS DOOR JAMS FLA HW-5511 SCREW I • • BEARING OR RIGID FRAME CORNER DETAIL HW-5511 SCREW 18"O.0 DOOR -JAMB FLASHING HW- 511, 18"O.C. INTERMEDIATE FRAME DETAIL _ - CANOPY EAVE �( FLASHING Ij PANEL CAP I CFLASHING HW-5501 SCREW d o .C. EAVE DETAIL INTERIOR PARTITION CORNER FLASHING PANEL CAP -HW-5501 SCREW FLASHING 12A. O.C. ENDVIALL DETAIL CREW scREw 12"O.C. GIRT DETAIL SILL HW-5501 ANGLE- SCREW 12" O.C. BASE .DETAIL LINER PANEL DETAILS EAVE FLASHING FL- 4050 (1112) FL-4019 (402) /'INSIDE CLOSURE HAY-5773 (R.S.) HW-5552 (R.T.) HW- 5501 SCREW 6' O.C. ROOF SHEET EAVE STRUT WALL SHEET SECTION THRU EAVE (WITH SIDEWALL SHEET) SECTION THRU EAVE (WITHOUT SIDEWALL SHEET) (SAME AS ABOVE EXCEPT AS SHOWN) INTERIOR PARTITION INSIDE CLOSURE. , HW-6501 SCREW 9 6Q.C. I SCREW 12 O.C. C(D 12`! O.C. 'HALL GIRT TAPE SEALER FIELD LOCATE ASHING FL•4072 SHEET PURLIN HW-5501 SCREW OUTSIDE CLOSUREHW-5722 (R.$.)18" O.C. HW-5553 (R.T.) OUTSIDE CLOSURE AN- 1119 HW•5552 (S.P.) -5511 SCREW 12O.C. INSIDE CLOSURE �� NOTE: FIELD CUT 1`ALL SHEET SLOT IN WALL KE ANGLE PANEL AS SHOWN SECTION THRU RAKE WING UNIT ROOF TO WALL FLASHING (WITH ENDWALL SHEET) (BELOW SAVE CONDITION) SECTION THRU RAKE (WITHOUT ENDWALL SHEET) WALL SHEET (SAME AS ABOVE EXCEPT AS SHOWN) HW-5501®6`O.C. INSIDE CLOSURE WALL TO ROOF FLASHING H W- 5501012" O.C. WALL SHEET ROOF SHEET AN-1025 SILL ANGLE OPT. INSIDE CLOSURE PURLIN HW-5501 AT EACH HW - 5773 (R.S.) PURLIN OR EAVE STRUT HW-5552 (R.T.) --- HW-5553 (S.P.) HIV-5501 SCREW 12" O.C. SECTION THRU SILL WALL TO ROOF CONNECTION DETAIL (SECTION THRU RAKE) INSIDE CLOSURE HW-5773 (R.S.) HW-5552 (R.T.) , --TAPE SEALER HW-5775 CLOSURE AT EAVE CORNER FLASHING HW-5501 08" O.C.) O O COPE FLASHING A;+IO O SHEETING AROUTAD GIRT O INTERIOR PARTITION CORNER FLASHING DETAIL 1 SITE PLAN Date Approved i Name of Business �Sts�~- -CRCS or Type of Use Address l O CD .1 �i?� tL.Luj rj Owner I o c �`_�- t`z�r2e�-, Agent I i I 'M wyn4v- n 0 an nm. 777� 7 --------- - ae- -77 lyr-72Y MAS Q �1777 �Aby Am SAM Zy �aoy�&Q, too NOW NOT, 011m, its, hatil-I Moon t� , P !': gym..!:?' 'a. 9 z t3 acl 10- 100 rig= m