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HomeMy WebLinkAbout106 Commerce Way #20936 (a) Site Plan11 l The ¢roof iive f,�ortd I ".9 9s alai 2 ALJ - f' W91tDPRESSF y�FEIiS r F BASED o,`1 NAVFAC DTTq-2, uuiuui:F 1970 PROJECT M DEV F.Lo '. KENS i • I R l D.S.B. JOB NO. I O Co �b DEAN STEEL BUILDINGS, INC. J JFff FT. MYERS, FLORIDA woo - aero ea i 8 9 B 9 4 SM.AAD coNs. MFM BUILDING MANUFACTURERS ASSOCIATION COMPLIANCE NUMBER 8367 - II' D IF - EZ A FEE R REE 0% mm 0' T %0 D R PLEASE { FOLLOWING: Unloading Check-out and Shortages: It 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 receiptr 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. 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 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 ordernumber 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. i V f 1 n NOTE: ALL PURL IN LAPS TO BE 2'-2' UNLESS OTHERWISE NOTED R t, -J G T E s.� I= C. 1 E e. T- . i ORAMNt`n, �OATrrE11 JOB NUMBER 10 CHECKED 3 GATE SHEET NUMBER 5 I 4 cn 2 ,� DEAN 'STEEL BLDGS. 2735 HANSON STREET FT. MTERS. FLORIDA ® 33901 REVISION DATE 8T �-CH 2s4 -s ZP f3514 1'2.. GA. �CH 2S4r� �CH LS9-S t 5 GA. �CH z 6(P 7 ZP 8S -7a1 2 GA. 1 G A. t GA. CH 10 CH ��,�,- 11.-5 . CH 2 Ga4>Cn CH '2S4- �+ _ CH '2-54 ..S NOTE: ALL PURL IN LAPS TO BE 2'-2' UNLESS OTHERWISE NOTED R t, -J G T E s.� I= C. 1 E e. T- . i ORAMNt`n, �OATrrE11 JOB NUMBER 10 CHECKED 3 GATE SHEET NUMBER 5 I 4 cn 2 ,� DEAN 'STEEL BLDGS. 2735 HANSON STREET FT. MTERS. FLORIDA ® 33901 REVISION DATE 8T I 5'-0 -%Y, E' 2 _{ F. 5'_7" PANEL s 2 ...... i0'-7" SK` �.;��'- _ q��� 4T/�.. I 9' }� 4T/,6 J 2q'.9" PANT 50 � SPAN - c ' ?C C�3� S ,a � G 1 C� '2 Ga .� _.i 1~ S • i�l • .: _ � iDf~>r1 A t_�.. �� ' cog lz A- H .>< . . 3 Goo 1 C 4049, xc 04 fro C) E= I F LxTea �co>!i I I VJ /SOFFIT_.. — LENGTH - -1 ?"I',.`F� U T T MOTE: --- TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY FOR ALL LOADS THE STANDARD NUT ��© IS K Y- ! : I_G HT T } I �'`�-- STRUCTURE MAY BE SUBJECTED TO DURING a 0 � 0 gin/ C..-tA ; S 1nl I"J Fit �, �B �C _ THE ERECTION PROCESS STANDARD WASHER --, --�-- - --- 4 I NOT SUPPLIED BY DEAN STEEL BLDGS. 1 CRESCENT WASHER t F�,<�L: -T N! _ -- EYEBOLT A THE SIZE OF THE CABLE BRACING IXCI IS CODED IN THE PART NO. EXAMPLE.' XC 2365 23',-6' LONG== -.--CABLE DIA. IN SIXTEENTHS.: AF .AN INCH.(5/16'.-DIA) CABLE DIAMETER EYEBOLT DIAMETER' 1/4' 1/2' 5/I6' 5/6' t2 1✓. 3 0 -7 0 's c ' ?C C�3� S ,a � G 1 C� '2 Ga .� _.i 1~ S • i�l • .: _ � iDf~>r1 A t_�.. �� ' cog lz A- H .>< . . 3 Goo 1 C 4049, xc 04 fro C) E= I F LxTea �co>!i I I VJ /SOFFIT_.. — LENGTH - -1 ?"I',.`F� U T T MOTE: --- TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER NECESSARY FOR ALL LOADS THE STANDARD NUT ��© IS K Y- ! : I_G HT T } I �'`�-- STRUCTURE MAY BE SUBJECTED TO DURING a 0 � 0 gin/ C..-tA ; S 1nl I"J Fit �, �B �C _ THE ERECTION PROCESS STANDARD WASHER --, --�-- - --- 4 I NOT SUPPLIED BY DEAN STEEL BLDGS. 1 CRESCENT WASHER t F�,<�L: -T N! _ -- EYEBOLT A THE SIZE OF THE CABLE BRACING IXCI IS CODED IN THE PART NO. EXAMPLE.' XC 2365 23',-6' LONG== -.--CABLE DIA. IN SIXTEENTHS.: AF .AN INCH.(5/16'.-DIA) CABLE DIAMETER EYEBOLT DIAMETER' 1/4' 1/2' 5/I6' 5/6' t2 l" H� 6 NOTE:FOR SHEET LENGTHS AT FRAMED OPENINGS SEE SHEET 9.7.1 F- C7 I% W Q Cl- uj 9 F - Q � W - C7 5=0 j=,0'- GIRT LINE TO GIRT LINE NOTE: ALL GIRT LAPS TO BE , 2' -2' UNLESS OTHERWISE NOTED DRAWN DATE JOB NUMBER JET 3 -^I -A5 lz_ CHECKED DATE SHEET NUMBER I c. 3 -7-T-95 10 3�"n , -3 D DEAN STEEL BLDGS. 2135 HANSON STREET FT. MTERS. FLORIDA ® Mot N W LLJ j GIRT LINE TO GIRT LINE DRAVI DATE JOB NUMBER CHE AED OATI SHEr ET NUMBEP, IG 3 036Z•4- DEAN STEEL BLDGS. CNom 2135 HANSON STREET FT. MTERS. FLORIDA ® 33901 REYISION DEALER: C_KCE�VL` 1� CUSTOMER: " !e c•1 S A t �� DESCRIPTION: ENO -WALL FRAMING `�' i; i BR 20� 3_ _BK ZOGO 9R 20(Go3� ZCS- S,2- S E; "S (3552 O � • � a f � C. 4 04 �'1,;)_ .� _4 C� 2 Cn x c� z _13C- -- .: _ w v a 15r -O 2o` -a . w _ j0 -"J GIRT LINE T4 GIRT LINE ECR No. Revision Date By DRAWN DATE $GALE JOB NUMBER 00.lob Name CBC 12-6.78 NONE CHECKED DATE ArMOVto DATE$MEET NUMBER CEK 2.22-79 6.5.1 DEAN STEEL.BLDGS Description 2942 PALMAYENUE SM & LR 50� SPAN FT. WERS, FLORIDA ENOWALL SHEETING ¢33901 ,....-- SHEETING SCHEDULE EAVE RIBBED PANEL LENGTHS HEIGHT A B C D E F G H I 10'-0" 10'-1" 10'-3" 10� 6" 10=9 1110" ll, -3" II' -6" 1119" 12'-0" 12'-0" 12!- 1" 12'-3" 12,-6" 12'-9" 13 0" 13=3" 13' 6" 13,-g" 14' 0" 14'-0" 14' 1" I4'-3" 14'-6" 14'-9" 15'-0" 15!-3" 15' 6" 15' 9" 16'-0" 16'-0" 16=1 ' 16'-3 .. 16-6 . ., 16-9 17.-0., 17'-3' 17=6 17t 9' 18-0 18 1" 18'-3" 18'-6" 18'-9" 19'-0" 19'-3" , 19 6' 19=9" 2C=0" 20' 0 20'-1" 20'-3" 20'--6" 20'-9" 21'-0" 21' 3" 21-6 21 9" 22' G" 24'-0" 24' 1" 24'-3" 24=6" 24'9" 25'0" 25=3" 25-6"- 25' 9" ECR No. Revision Date By DRAWN DATE $GALE JOB NUMBER 00.lob Name CBC 12-6.78 NONE CHECKED DATE ArMOVto DATE$MEET NUMBER CEK 2.22-79 6.5.1 DEAN STEEL.BLDGS Description 2942 PALMAYENUE SM & LR 50� SPAN FT. WERS, FLORIDA ENOWALL SHEETING ¢33901 ,....-- F> • U RC -812 FLANGE NAT'L. CODE SIZE FL -1 NOTES_ Fl-- z 5 FL 3 G"N yA.. 50'-0" OUT TO OUT OF STEEL WEE MAT'L. C00E 51ZE DATE SCAR JOB "UNDER NOTES_ U "Aanc.ria Jr,LI,IrILV rVr% VJL W 1"r COLUMN 8 RAFTER .CONNECTIONS CONFORM TO A,S:T. M, SPECIFICATI2942 A 325: THESE BOLTS ti+US7 BE TIGHTENED BY THE "TURN • OF • NUT U�( r; I; 011AMN DATE SCAR JOB "UNDER NOTES_ METHOD AS DESCRIBED IN SECTION 5(c) OF THE A I.S.0 SPECIFIC TIONSTRUCTURAL JOINTS RSP 8-z9•PO NONE L FOR PURLIN SPACING SEE THE ROOF PANEL LOCATION PAGE, Fl4RiDA cwcxm DATE APPMVED DATE WEFT MUw6ER 2 FOR GIRT SPACING SEE THE SIpEWAIL— FRAMING 81 SHEETING PAGE._I1 33901, - it THE HIGH CTorKirTu nnTc U "Aanc.ria Jr,LI,IrILV rVr% VJL W 1"r COLUMN 8 RAFTER .CONNECTIONS CONFORM TO A,S:T. M, SPECIFICATI2942 A 325: THESE BOLTS ti+US7 BE TIGHTENED BY THE "TURN • OF • NUT U�( MAN b i ttL t%LUUZl. :.'PALM AVENUE METHOD AS DESCRIBED IN SECTION 5(c) OF THE A I.S.0 SPECIFIC TIONSTRUCTURAL JOINTS r7l, sFT,IyER�, Fl4RiDA USING A.S.TM.. A-32SOR A-490 ,BOLTS 33901, 4. RIGID FRAMES ARE SYMMETRICAL ABOUT .rt. r..._;.., :... v S IDE WALL ANCHOR SOLT I i SIZES ii�ifci-��= LIVE LOAD/ WIND LOAD �r�t�w����r�• DE MD LOP.Z + �1vE t�4Ao LEAD Lo(\o * WltAZ L ONO) t)UNb .L.QAt+ LIVE Joao DEAD Lor-\o + W i r-Ao �--oAc) i- j I a f f - �f f r I� - Ir N� 4.0" _ �q�� � ,• j' �� 'y C�/v�ttf .s�cc �i� /vG�/'sG/ P/�Jn�s ��• � / �.9G3 o � -3 „✓�v��`o rad � �/�a�c�c � / ,////yyy / G!/`'�, O t �0/1 G ���GQ�i�/i✓lJ�fr r/-�i/'f �" ���. ,�� " o� /-1 /`. � //G'/IIJ.S�C-G. ✓-r`c/c�, ori .35,/% TJ '��. /9 ,S , �/.�9. �v,�/: Qs��l. / /�'A , / —�- / �+ ,/� o I�GGS 4ii/� dC �C/Yl O✓�O �Gf" �r6er Ur� , l�,111/n E' /xPc. y 9 20 S ca le ,� �. ✓� �� /f x,20' �� "�' U :F o T � � ti,. - •; '7 7;z ccs. "G,/ �� v �/!7`Gl1o✓ r o��o� a/ /`7 �7/ o - o �° ^ �/ver �/e ✓. � � w�C- � Up / v 3 fi /� , �Ct ✓�/I� . r. `\ : / % ,�/j?��/r ccs `O _-- — - -' G , J olQ 7Tcc � t V 13 T« \1 A4'le.- X/O74r,,- G - = /-'S" t — �_e 'a��'-o ✓ted TeTPnTiv HrCO S / v A: �a y — - Cml end Seoitery Engineering ` - eme SneeialUee f't - �� _ �/4" 17- rofessronol EngEngineerr,. flonde Repiatretion / ENG1NEERt1\JG SERVICES Hydraulics — Utilities —Paving — Environmental Assessments ssments/p`1n /� Site Oevelo ment Subdivisions — Oraina o 1 ` !, MACK LAZENBY, P.E. 1042 East 24th Street (3051323-5415 Sanford, Florida 32771 t /fie% �/�� �✓ia v/�'',c�� j/���� SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE I 4.0" _ �q�� � ,• j' �� 'y C�/v�ttf .s�cc �i� /vG�/'sG/ P/�Jn�s ��• � / �.9G3 o � -3 „✓�v��`o rad � �/�a�c�c � / ,////yyy / G!/`'�, O t �0/1 G ���GQ�i�/i✓lJ�fr r/-�i/'f �" ���. ,�� " o� /-1 /`. � //G'/IIJ.S�C-G. ✓-r`c/c�, ori .35,/% TJ '��. /9 ,S , �/.�9. �v,�/: Qs��l. / /�'A , / —�- / �+ ,/� o I�GGS 4ii/� dC �C/Yl O✓�O �Gf" �r6er Ur� , l�,111/n E' /xPc. y 9 20 S ca le ,� �. ✓� �� /f x,20' �� "�' U :F o T � � ti,. - •; '7 7;z ccs. "G,/ �� v �/!7`Gl1o✓ r o��o� a/ /`7 �7/ o - o �° ^ �/ver �/e ✓. � � w�C- � Up / v 3 fi /� , �Ct ✓�/I� . r. `\ : / % ,�/j?��/r ccs `O _-- — - -' G , J olQ 7Tcc � t V 13 T« \1 A4'le.- X/O74r,,- G - = /-'S" t — �_e 'a��'-o ✓ted TeTPnTiv HrCO S / v A: �a y — - Cml end Seoitery Engineering ` - eme SneeialUee f't - �� _ �/4" 17- rofessronol EngEngineerr,. flonde Repiatretion / ENG1NEERt1\JG SERVICES Hydraulics — Utilities —Paving — Environmental Assessments ssments/p`1n /� Site Oevelo ment Subdivisions — Oraina o 1 ` !, MACK LAZENBY, P.E. 1042 East 24th Street (3051323-5415 Sanford, Florida 32771 t /fie% �/�� �✓ia v/�'',c�� j/���� SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE Y� I 4. 4 �o� 3 v�v��'ora� �o��crcc � r.�, ( r �A��s �-5�« �r✓ /Uu.sa�r P/q��s P�� / /9G3 ,�7-5- S17 U t'� �F Ile 'n A loU Z" M" 2W1 a, �t _j -2 4e 7 r Oq (L3 z 7— —7 7, 41, 1�0 7,—ee A 'i"I" IN M �""�' \ ��r.. tri � ,TCCA ��C � h � + a9l N 14.-Ce7 Ile -Ile Crpf and Sanitary Engineering Oevelopment Snecialues Proless,onal Engineer, Florida Repistrwition /X—)/::�7 ENGINEERING SERVICES Site Development — Subdivisions — Drainage j Hydraulics — Utilities — Paving — Environmental Assessments MACK LAZENBY, P.E. 1042 East 24th Street (3051323-5415 Sonford, Florida 32771 I. . q. f . I. Ii 0-1 I 4. 4 �o� 3 v�v��'ora� �o��crcc � r.�, ( r �A��s �-5�« �r✓ /Uu.sa�r P/q��s P�� / /9G3 ,�7-5- S17 U t'� �F Ile 'n A loU Z" M" 2W1 a, �t _j -2 4e 7 r Oq (L3 z 7— —7 7, 41, 1�0 7,—ee A 'i"I" IN M �""�' \ ��r.. tri � ,TCCA ��C � h � + a9l N 14.-Ce7 Ile -Ile Crpf and Sanitary Engineering Oevelopment Snecialues Proless,onal Engineer, Florida Repistrwition /X—)/::�7 ENGINEERING SERVICES Site Development — Subdivisions — Drainage j Hydraulics — Utilities — Paving — Environmental Assessments MACK LAZENBY, P.E. 1042 East 24th Street (3051323-5415 Sonford, Florida 32771 I. . q. I _, ;. i � _: :_ f -. ,,_ i, . � I .. ,, ,, ,I E- '.. _ _ � � - -- _-- W i .,, ;. . .. _..... .� �, ._ �-�' _ _ :� _ .._� , � ': � _.� . ;: � �- _' i >; _:�s,� .:- '.' ,. -.���,•, ,; _ ��. ,_ ., �. .� r� �, s _, _.. i , ,, _ :.* ., s__ ., . ;�. - ;; ....e...®.,,...�..,.a..._.. .. � - Q. ,. - _ .. - r � � - � � _ r i .I ... ' I _ v . �� Ilil _ .' j . -- I _ .. 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