Loading...
HomeMy WebLinkAbout121 Central Park DrI e Q. STEEL BUIL 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) /60 MPH WIND LOAD PLUS DEAD LOAD THESE LOADS ARE IN ACCORDANCE WITH _ S a G IfIF9 DINGS,INC. THE ROOF LIVE LOAD IS APPLIED DYESVv7 BUILDER �ckEE �1JA�T, c..0 UTILIZING THE TRIBUTARY AREA 0 NO REDUCTION FOR ANY STRUCTURAL CUSTOMER LE oZ-*1/Z6 IV14'OBC45 MEMBER IN ACCORDANCE WITH THE SS /4 -4 STANDARD BUILDING CODE, TABLE BUILDING SIZE 1203.6. DEAN JOB NO. DEAN STEEL BUILDINGS, INC. s e FT. MYERS, FLORIDA GREER, SOUTH CAROLINA mom R. g02Cr4-67 METAL IOIIOIMi MAMOiAtitllFts ASSOCIATION COMPLIANCE NUMBER 8367 -l. 1111 '• 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 reportedshortages 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 Gan 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 local) or allow builder . Y ( 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. DL + WL DL + LL CASE 1 *--8 1/2f -o* --8 1/2' u) RIGID COLUMN BOLTS x 1' DIA. ZANCHOR BOLT om 4-0-50 us .0. + + 4.12 4.47 2.22 3.09 T %D IN. FRAME REACTIONS AT GRED LNS. Ol THRU 51 cv) ALL REACTIONS /N KIPS) LR TYPE -A' WIND COLUMN DETAIL SEDEWAII "A ?U NOTE I % LOW SIDE cu LR TYPE 'A' WIND COLUMN C3 C3 I � 4' GAGE MOMENT AT BASE = 27.0 KIP FT. o4 (TYP) SEE DETAIL , a Ole QTY,, PART # BOLT SIZE $As *Bf PC# &D'r PROJ. HW5625 1/2' X 0'-6' 1/2' 2' 0'-6' 1 3/4' 1 112' 20 HW5621 3/4' X 1'-3' 3/4' 3' 1'-3' 38 2' Go gig HW5622 7/8' X 1'-3- 7/8' 4- 1'-3" 3 1/2' 2' Cl 3' 4 HW5628 1" X 2'-2" V 4" 2'-2" 41 3' IHW5624 1 1/4' X 2'-0' 1 1/41 4' 1 2'-0' 13 3/4'1 Ole 00 01 T cu ca cd ALL ANCHOR 904TS ARE 314- D UNLESS OTHERWISE NOTEP o L bL 251-01 25'-0' J so' o' SIDEWAM "C DEAN STEEL BUILDINGS INC. DOES NOT DESIGN AND IS NOT RESPONSIBLE - FOR THE DESIGN, MATEkALS, AND CONSTRUCTION [IF THE FOUNDATION HIGH SIDE OR FOUNDATION EMBEDMENTS. ADE"TE PROVISIONS SHALL BE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING AND ANY OTHER IMPOSED LOADS, ACCOUNTING FOR THE A 1\1r U M D D M I T 1:Z"' D V F1 T LJ C- ID S REARING CAPACITY OF THE 4znTi AND nTLJrD f1nk1n.TTTn..S OF -r.1 BUILDING SITE. A BL -T QTY,, PART # BOLT SIZE $As *Bf PC# &D'r PROJ. HW5625 1/2' X 0'-6' 1/2' 2' 0'-6' 1 3/4' 1 112' 20 HW5621 3/4' X 1'-3' 3/4' 3' 1'-3' 38 2' TC HW5622 7/8' X 1'-3- 7/8' 4- 1'-3" 3 1/2' 2' Cl 3' 4 HW5628 1" X 2'-2" V 4" 2'-2" 41 3' IHW5624 1 1/4' X 2'-0' 1 1/41 4' 1 2'-0' 13 3/4'1 3' OD Z T cu ca cd ALL ANCHOR 904TS ARE 314- D UNLESS OTHERWISE NOTEP o L bL 251-01 25'-0' J so' o' SIDEWAM "C DEAN STEEL BUILDINGS INC. DOES NOT DESIGN AND IS NOT RESPONSIBLE - FOR THE DESIGN, MATEkALS, AND CONSTRUCTION [IF THE FOUNDATION HIGH SIDE OR FOUNDATION EMBEDMENTS. ADE"TE PROVISIONS SHALL BE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE BUILDING AND ANY OTHER IMPOSED LOADS, ACCOUNTING FOR THE A 1\1r U M D D M I T 1:Z"' D V F1 T LJ C- ID S REARING CAPACITY OF THE 4znTi AND nTLJrD f1nk1n.TTTn..S OF -r.1 BUILDING SITE. A BL -T QTY,, PART # BOLT SIZE $As *Bf PC# &D'r PROJ. HW5625 1/2' X 0'-6' 1/2' 2' 0'-6' 1 3/4' 1 112' 20 HW5621 3/4' X 1'-3' 3/4' 3' 1'-3' 38 2' TC HW5622 7/8' X 1'-3- 7/8' 4- 1'-3" 3 1/2' 2' HW5623 1' X 1'-6' 1" 1 4' 1 V-6' 4' 3' 4 HW5628 1" X 2'-2" V 4" 2'-2" 41 3' IHW5624 1 1/4' X 2'-0' 1 1/41 4' 1 2'-0' 13 3/4'1 3' JU KPIPER 14221 rD'EJJ DRAW DATE & DJ 6/26/91 STEEL BUILDrNGS, INC. ENECKED . DATE 7P 2735 fW4MN STREET 5 (O—Z-7 —9/ FLIRT NYERS, FLORIDA SHEET NLW4BER ---] 33901 1 OF -1 BM -DER, MCKEE CONSTRUCTION CO. CUSTOMER LECLAIRE MARBLE 1 DESCIUMM ANCHOR BOLT PLAN mI BM -DER, MCKEE CONSTRUCTION CO. CUSTOMER LECLAIRE MARBLE 1 DESCIUMM ANCHOR BOLT PLAN 4 CABLE BRACING /REFERENCE TABLE REF NPD NUMB XC1 I XC3104 Ll OD 2'zi Z2 74 7 a, v* 1 ¢ ESI ES3 ES3 ES1 a 13'-11' 25'-0' 25'-0' 13'-11' BOTTOM PURLIN -� 1'-1' OR GIRT ROOF FRAMING PLAN I INSTALL THIS BOLr FIRST NOTE 1 t� FASTENER SCHEDULE ZEE PART NEL EAVE STRUT DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS REFERENCE TABLE REFERENCE TABLE HV5501 REF NPD REF NPD HW5502 NUMB X NUMB CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. HW5511 ZS ZEA—A6-170100 ESI ESR—R4C141U4 NOTE 2 Z2 I ZEA—A4-280200 ES2 ESN—N4C141U4 "E—Z LAP " PURUN GIRT LAP DETAIL — f SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING ES3 ESR—R4C241112 THE SIXTH CHARACTER OF ES4 ESN-N4C24UI2 15/16' DIA. PRT NUMBER. (EXAMPLES p OVERSIZED HOLE 1 1/4' SELF DRILLING SCREW W/WASHER TOP PURLIN /'OR GIRT HW9057 CRAFTER INSTALL THIS BOLr FIRST NOTE 1 t� FASTENER SCHEDULE TYPE PART NEL DIMENSIONS ON THIS SHEET ARE STEEL DIMENSIONS FASTENER DESCRIPTION I> HV5501 <UNDS4Y BOLTSARE 1/2'D X 1/4' AND DO NOT INCLUDE SHEET LEDGES, ETC. FOR �2 HW5502 #14 X CHW5534 W/HW5586 NUT) CONCRETE DIMENSIONS SEE THE ANCHOR BOLT PLAN. HW5511 #10 X PURUNS/6/RTS DO NOT HAVE OVERSIZED HOLES NOTE 2 NOTE THE 3 MATL. THICKNESS OF ALL EV. STRUTS, PURLINS, GIRTS, "E—Z LAP " PURUN GIRT LAP DETAIL — f SHEETING MUST BE ATTACHED TO ALL SECONDARY FRAMING AND CHANNELS IS DENOTED BY THE SIXTH CHARACTER OF 1' SELF DRILLING SCREW W/WASHER ( ZAC ) PER DEAN STANDARD DETAILS. THIS INCLUDES ALL THE PRT NUMBER. (EXAMPLES ZEA—A4-270200) 1 1/4' SELF DRILLING SCREW W/WASHER © HW9057 #14 X 1 1/4' SELF DRILLING SCREW W WASHER ( ZAC ). DOUBLE PURLINS AND GIRTS REGARDLESS OF LOCATION. Z--2 = 12 GA„ 4 = 14 GA„ 5 = 15 GA,, & 6 = 16 GA. NOTE 4 THE CABLE BRACING DIAMETER IS DENOTED BY THE SIXTH CARACTER OF THE PART NUMBER.(EXAMPLEs XC2794) L 4 = 1/4' DIA„ 5 = 5/16' DIA„ 6 = 3/8' DIA„ NOTE 5 7 = 7/16' DIA„ 8 = 1/2' DIA. THE MATL. THICKNESS OF ALL PANELS, TRIM, 8 FLASHING IS DENOTED BY THE FOURTH CHARACTER OF PART NUMBER. (EXAMPLEo RTA_6--140100> 6 = 26 GA. , L 4 = 24 GA. NOTE ! ALL ROOF PNL TO SECONDARY FRAMING CONNECTIONS USE FASTENER TYPE4O ALL ROOF PNL TO ROOF PNL AND FLASHING TO ROOF PNL CONNECTIONS USE FASTENER TYPE O 1,NL NTD. OTHERWISE. REFER TO FASTENER SCHEDULE FOR ADDMON4L FASTENER DESCRIP77OAS, Buu-DM ' MCKEE CONSTRUCTION CO. CUSTOWR - LECLAIRE MARBLE DESCRIPTMN v ROOF FRAMING t� FASTENER SCHEDULE TYPE PART NEL FASTENER DESCRIPTION I> HV5501 #14 X 3/4' SELF TAPPING SCREW W/WASHER �2 HW5502 #14 X 3/4' SELF TAPPING SCREW W/WASHER ( ZAC ) O HW5511 #10 X 5/8' SELF TAPPING SCREW W/O WASHER 4> HW5512 #12 X 1' SELF DRILLING SCREW '//WASHERS 6O HW5513 #12 X 1' SELF DRILLING SCREW W/WASHER ( ZAC ) 8O HW5515 #12 X 1 1/4' SELF DRILLING SCREW W/WASHER © HW9057 #14 X 1 1/4' SELF DRILLING SCREW W WASHER ( ZAC ). THE CABLE BRACING DIAMETER IS DENOTED BY THE SIXTH CARACTER OF THE PART NUMBER.(EXAMPLEs XC2794) L 4 = 1/4' DIA„ 5 = 5/16' DIA„ 6 = 3/8' DIA„ NOTE 5 7 = 7/16' DIA„ 8 = 1/2' DIA. THE MATL. THICKNESS OF ALL PANELS, TRIM, 8 FLASHING IS DENOTED BY THE FOURTH CHARACTER OF PART NUMBER. (EXAMPLEo RTA_6--140100> 6 = 26 GA. , L 4 = 24 GA. NOTE ! ALL ROOF PNL TO SECONDARY FRAMING CONNECTIONS USE FASTENER TYPE4O ALL ROOF PNL TO ROOF PNL AND FLASHING TO ROOF PNL CONNECTIONS USE FASTENER TYPE O 1,NL NTD. OTHERWISE. REFER TO FASTENER SCHEDULE FOR ADDMON4L FASTENER DESCRIP77OAS, Buu-DM ' MCKEE CONSTRUCTION CO. CUSTOWR - LECLAIRE MARBLE DESCRIPTMN v ROOF FRAMING t� 1 33 2 I FLA6C100700 W/ GUA6-200700 EAVE STRUT --FOR PART NO. -SEE ROOF FRAMING PLAN -------------------------------------------------------------- - OPEN TO REMAIN OPEN q FLB6-200700 14'-4' E.H. �L.421� CR.V►3 {J AA B 1 — — a—V 15'-10' E.H. — FL407Z � 18'-0' EAVE STRUT --FOR PART NO. SEE ROOF FRAMING PLAN ENDWALL "B " OPEN TO REMAIN OPEN — 0'-0' 13'-il'-L 25'-0' 25'-0' 13'-11' J L 1'-1' s0' o• SIDEWALL "C " JOS —, NUMBER - 14221 DRAVN, DATE DJ 6,/26/91 STEEL BUILDINGS.I4. CHECKED __TATr_ 2735 HANWN STREET FLIRT MYERS, FLORIDA SHUT PoRwr 33M 3 OF 4 14'-4' E.N. BUILDER ' MCKEE CONSTRUCTION CO. CUSTOMER . LECLAIRE MARBLE DESCRIPTION i WALL FRAMING y 25'-0' 25'-0' is I1'-1' 13' -ll' OPEN TO I TREMAIN OPEN 80' Q SIDEWALL "A " MH - i Q I FL407Z � 18'-0' EAVE STRUT --FOR PART NO. SEE ROOF FRAMING PLAN ENDWALL "B " OPEN TO REMAIN OPEN — 0'-0' 13'-il'-L 25'-0' 25'-0' 13'-11' J L 1'-1' s0' o• SIDEWALL "C " JOS —, NUMBER - 14221 DRAVN, DATE DJ 6,/26/91 STEEL BUILDINGS.I4. CHECKED __TATr_ 2735 HANWN STREET FLIRT MYERS, FLORIDA SHUT PoRwr 33M 3 OF 4 14'-4' E.N. BUILDER ' MCKEE CONSTRUCTION CO. CUSTOMER . LECLAIRE MARBLE DESCRIPTION i WALL FRAMING 12 1.0000 18'-0 3/4' 4•-6 7/8'' 224'-6 3/16' 7 1/2' 7 1/2'� 8' 16'-8' OUT TO OUT COLUMN FLANGE 8• 1 1 18'-0' STEEL LINE TO STEEL LINE T "1 FLANGE BRACE ROOF SHEETING REFERENCE TABLE REFERENCE TABLE REF NPD REF NPD NUMB NUMB B1 ANF4-030106 RI RTA6-180300 BOLT SCHEDULE CONN. QTY. SIZE A B 4 8 1/2' X 1 1/4' HW5532 3/4' X 2 1/4' HW5602 NOTE L THE HIGH STRENGTH BOLTS & WASHERS SPECIFIED FOR USE AT THE COLUMN & RAFTER CONNECTIONS CONFORM TO AS.T.M. SPECIFICATION A-325. THESE BOLTS MUST BE TIGHTENED BY THE 'TURN OF THE NUT' METHOD AS DESCRIBED IN SECTION 5CC> OF THE A.I.S.C. SPECIFICATION STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS 2. ALL BOLTS TO BE HIGH STRENGTH WITH NUTS AND - WASHERS. EXCEPT CONNECTION 'A' REQUIRES A - WASHER, ON,, THE. EAVE,.r4TRUT ASIDE ONLY. 3. ALL DEPTHS SHOWN ARE WEB DEPTHS ONLY AND DO NOT INCLUDE FLANGE THICKNESSES. 4. ALL FLANGE BRACE ARE L13CATED ON BOTH SIDES OF THE FRAME EXCEPT AT THE PEAK PURLINS. EACH PEAK PURLIN IS FLANGE BRACED ON ONE SIDE ONLY. 5: RIGID FRAME RAFTER PART NUMBERS ARE LOCATED ON THE TOP FLANGE OF THE UPHILL END OF THE RAFTER. 5. RIGID FRAME COLUMN PART NUMBERS ARE LOCATED ON THE OUTER FLANGE AT THE TOP OF THE COLUMN. �TEEL BUILDINGS, Dr - 2735 HANSON STREET F-EIRT MYERS, FLORIDA 33901 gm 4 OF 4 wuJzR , MCKEE CONSTRUCTION CO. CUSTOMER. LECLAIRE MAR'B'LE rFSCRIPTION RIGID FRAME CROSS SECTION 11 + pXA r B'C s ;,� �E _ lC� _ _-A �Z -7, ",FFICE 5 OUK—A'E 4 4� RECEPTION I F!� 6 PTION OFF I `E 3 FFICE CONFERE14CE 1 PRESIDENT CLNFEkL%,UL 2 Al—L �_i 0 OFFI(�E 2 I 48 yj � 4 �20 Jetr 004 4 i -,II U T lot, xf k 1 OFFICE 7 N, SHIPPING 7 rc p1w 461 lftb-onftpww III 104A 24vis. - OFFICE 8 OPEN OFFICE LA) .7, VICE PRES. Jl q ri V.— ADD RAST r ; 7-a 0,.A 5, -*7 er,- P P_ L.� mam i-1 r- i \4:r Li izr,,- Lit4 ITS P:" 71. FILES 4� F1 ,A,I exf)7A z:>TEFJILIZATI Y*;PT ; G AL-) b!ldng Is totally EN-ERAL.-ARRANI FLOO R -PLAN OG INE REVISIONS BY L 4j L V Lr-: (p. :3 f--4 c1_- 0- ,0 r _j Ql < L 4-) Li ro E__ L As 0 ck:: L m lL 0 U 's aj Its C 4 ) RECEMNG LL N ;; 5 ! , Ix -2 t. UT11TY CQr, NX;N,E07iQ-'i' li O H; N 72) m)ef7/— 6rr4fil SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SAN17FOR., 3 A 2771 fi DRAWN CHECKED DATE (1777 i .��� ' mD�C�f�Od�D 13CALS Joe No. 2 0 91 SHEET SPnl.-SKI GEN. CONT., INC. Box 426 L 32795-0426 FOR APPROVAL. A3 OF 5�z� - •o.'rl7 - R - '�ous.'PFIWM TaIP- . WA44-pg�op clsluHdryl� r p Gon!vv�:E2�I•o�E OawN .2AET oN ��--.-_-- _ �X► STatiG-��_-_Go � ._ ^. - _" _._�-- - _._ _.._ -. �..-.. _.._ - - . '„---"!^'�'._-_'si'. _, - _ - - ..w.�w.-�-+;w•..o•�a _ ��� - _ __"_' "•. � � -� �..r�����-�r..���������_'� � ^'_ !• � ( •--�_ � 6,�.,. r.. �- ♦-�-�-�..��►-��_.�_�+...�.-__ _ _ � � � a.. ._ __ - _ a _ _ - _ - _ x'�` --1�` -- . __ _ _ _ -.--- .._. .._.».._-t�._a-.. _... ..mar.-.3i✓-�._...-...� ....r.�.,� � — .._--i - ��r i.__ _a.r._.�-r�rr-.. _ _ _ � -- � i •r �.ra.r - _ �-�--.--- _Qc_�_- _ i, ` `� r - --- -. - � _--•-�------.- _ •..__ �_-------_.__ _ - --- _._ _.__..�._ __- - - _ _ ' I - --- - -- t- -i - -- - � � z�_�J �" �/ (� �-----• - � --- _ _� i ------ ----�- .. 'Nr IF J I : CC'NFEkLNG(. 2 FI. - 6 i 20=� � - • i I- I- '! I I , .i (¢ I ; OFFICE 7 , - I { OFFICE 8 ii J : � 1 � !1 nn• i /r`, nC-C II 111 on T"?,i --- di N ! N it A P.OY E I ' tACPD � 8074 i i - - —E:,0 NILIZATI; a Otte 1 r - - - - -------_-- - - -- ---1 - - _ - p- - - _ - I I f I RECEPTION OFFkl;E 3 ()FIDE 2 , -FFICE , CONFERENCE 1PRES0EN1 fj Lam+ f OPEN OFFICE I i I i i S i I _ , I r.2 FILES Lam\ - - V T b"Id.ng Es total CUD 0 oG )2•`r��CRs' �� r �vs1� moi- G� �5 ' 7 � r' /�o -O �►+�' •TMi YRR'MtV AA^!e7 w.w-. r n , �. • 7 � w �• . . CLEAN ROOM z s m a O m L 'p z < 0- y' J ° ------- QJ Q W 4Jfu L `I o L m LL_ o a- _ v i. ai U7— Or— U V A RECEIVI:NC, N '� Oc �:. IL ° 13 LL go .1 U T LI;TY ,CGN;N,E0 i 0A FE.E 11 f' �tl'U /�D��7v,l9� f'�v.y.dl.✓cam -4 - 111 NLoTZ_ s 72)AAFIFI—GMLj s SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE � SANFOR�, 0 A 32771 -� DRAWN • CHECKED .GEN-ERAL -AR-RAN .EMENT DATE F L � 0OR :A L A N SCALE I, L� J06 NO. - ,MI 2 0 91 SHEET I SPnI_SKi GEN. CONT., INC. 111 So., 426 =L32795-0426 j A3- FORAPPROVAL OF SHEETS Y I WA -I. L � 4 � i I di N ! N it A P.OY E I ' tACPD � 8074 i i - - —E:,0 NILIZATI; a Otte 1 r - - - - -------_-- - - -- ---1 - - _ - p- - - _ - I I f I RECEPTION OFFkl;E 3 ()FIDE 2 , -FFICE , CONFERENCE 1PRES0EN1 fj Lam+ f OPEN OFFICE I i I i i S i I _ , I r.2 FILES Lam\ - - V T b"Id.ng Es total CUD 0 oG )2•`r��CRs' �� r �vs1� moi- G� �5 ' 7 � r' /�o -O �►+�' •TMi YRR'MtV AA^!e7 w.w-. r n , �. • 7 � w �• . . CLEAN ROOM z s m a O m L 'p z < 0- y' J ° ------- QJ Q W 4Jfu L `I o L m LL_ o a- _ v i. ai U7— Or— U V A RECEIVI:NC, N '� Oc �:. IL ° 13 LL go .1 U T LI;TY ,CGN;N,E0 i 0A FE.E 11 f' �tl'U /�D��7v,l9� f'�v.y.dl.✓cam -4 - 111 NLoTZ_ s 72)AAFIFI—GMLj s SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE � SANFOR�, 0 A 32771 -� DRAWN • CHECKED .GEN-ERAL -AR-RAN .EMENT DATE F L � 0OR :A L A N SCALE I, L� J06 NO. - ,MI 2 0 91 SHEET I SPnI_SKi GEN. CONT., INC. 111 So., 426 =L32795-0426 j A3- FORAPPROVAL OF SHEETS Y `\ :r...r..I _j -- r ."+ •-...-..-_ ._.....-+•-- y y++t+•-- , B 'C 41 i 111 i i 1 I CGNFEkEtiCL 2 "-�t F F . - 6 CFFI�CE _5 OFFICE 4 4- RECEPTION - OFFi�E 3 OFFICE 2 FFICE CONFEREiJCE 1 PRESIDEN1 t 20 - !ole 14 r �- , , - d ,�. ... 'F /�' �'•T I Lr �'`tiv'`=•j 4' _1 cl =JW 1� �- -- Nim OFICE 7 r- `' OPEN OFFICE > I ' 7, 5/ VICE Pk S. OFFICE 8 qNj L o'' �' �I I �1!f" t . A-oc P4 -15T oohs i + ,� s ' _' ��o�ts.Tl✓D at.�l�$11- F l`�lTl� R L 4 IT L j ., go l A WY a r - rr•^ I ; AMEN 3 I I a I � w7. -,W7, I C; FILES Mul I I . � r JA5TI .4 o �• W. _ (/ 0 fl 4 0'0" ��r 2E�,o�b.Trr Ga tp ET- 14 -- -- �� � - wi SINK FKQ FI✓ tGE- - — - -- - , I I � ��a'i�.L GRoP GEILlN6ry L.ow�F� l.lGl�i F11�TU•1�77 I I � . \ 'y' GoNt� EQG ►a � C -r, SCE G I.t.tE Dowty G�.-RPi'T o+� - �� I �7 ! f�CT Go N G PETE D7f- C FLQC�Z� ' ? CLEAN ROOT" �-,—_ _ �Y�I�.- �S-r�l• �ILINC� Crllf4(zD IL. , I , 14/- -- - --Fth 2 I ! w + RECENfNC, ■ I - � II ole, t>TEHIL-IZATi I 10, I I I ' I � ' - E i i i I ! 1 �I .O 4 !!> I� , i HSS b! l -d .n g i s t o t a l l y s .p r i n k I e r d { �� �j f is SANFORD FIRE UPARTMENT 1303 FRENCH AVENUE SANFOR ?"A 32771 GEN•ERAL .A.R-RAN l ENT FLOOR- PLAN o D , OG t� t ,m20 91 SPOLSKI GEN. CONT., INC. r P.O. Box 426 Lake Mary, FL 32795-0426 0 FIRAPPROVAL - REVISIDWI ®y I m 4. 0 T z V m J e1 4W 4 rL U �' 4 - r-+ z 4! 0 A W 4J to `- L A� O it Q_ p O L CO u - O [Y_ U Q • �:; Q co ;o r 13 _ f C) ix N IL to,, El 'LL w • -H FPO— ,;♦♦ / F � h ORAWIV CHECKED DATE SCALE JOB NO. ■Fie ET �A3 OF .SNE€T6 T'� - -�---- - `-- ► '?_fes- `" �' - f, - _. �. _ awe►_. Ar+.w.--.s.-...i.a-� _..r r. _:_ -..,. - _ _•�.._y_.. �.��.. -_ •� _ _ ..... ,.._r.� awd...r....�-+►.... a .i�••�-�.-r.�....�__T-+rs-�•�-_ i ,fie.-'�.".� '-.ra.�.-..�..--...r-.r _-..�.,�-.r..r _ _ _ C� �•J' .-� -rte �`+ Nv r-. - - � - � - ' f -� � .ICG ' - • - - - - - - � _ .. - _----- _ _ — _ _ _. -- • '1 - I-----�•—�_ �—Zf'j `' I tip: ITA j& Ti r � , CC}NFEkEtiCL 2 .�»�� �� ► F: 6 OFFICE 5 FFI 'E 4 -� RECEPTION OFFICE 3 OFf=IQE 2- FFICE CONFEREIJCE 1 FRES :�Et�T ' -20 i b-1 Li i 46 I c_ 1� I I P I C.R.4 JFF!CE 7 OPE N OFF I CE 14 , , SWF - � : STAFF t a I 7 I'vttry ME Nt �E- 40 ��„If it4/w -G 4' QS Q - I I F Tr_ �,lr I jam. f I 3 Y I t "�... *. t y 7 fI(E-0I Pit jTEFJILIZATI I F.2 =S ._sJ ` M �� h N I N✓ �, �z7V E% 4 =SCE VENC, 1 �f 1� lo PAEtT b'IdngIs totally sprinkIer S ; AGENERAL..ARRAN EMENT AFL0-0R. PLAN I i V OG J '� SANFORD FIRE IMPARTMENT 1303 FRENCH AVENUE SANFOR LO A 32771 JUN 2 0 91 SPOLSKI GEN. CONT., INC. P.O. Box 426 Lake Mary, FL 32795-0426 FOR APPROVAL RL VIHIONN E.:' - � I s L rzim m { Ln 0 L V (L H � .. it 0- H 2 cu 0 A w 4-J W 1✓f , fu >E L AI O CL o o L m T .-N }. LL m Y LL r • 'Q a OPAWN 1 �' CHECKED DATE SCALE JOB NO. SHEET a 3. OF SNE€Ts �V/ PERMIT L-221,51)ATE RESIDENTIAL COMMERCIAL 2- ADDRESS ,------/,2/ CO;!7kCe A�4 OWNER CONTRACI*OR--,-- cr VALUATION PERMIT FEE THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE CODE, KEEP THIS PLAN ON JOB AT ALL TIMES, m c!" PERMIT L-221,51)ATE RESIDENTIAL COMMERCIAL 2- ADDRESS ,------/,2/ CO;!7kCe A�4 OWNER CONTRACI*OR--,-- cr VALUATION PERMIT FEE THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE CODE, KEEP THIS PLAN ON JOB AT ALL TIMES, m