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HomeMy WebLinkAbout3994 - 4000 Aviation Loop 07-1795, 07-1817 New construction DelphiniA AtAgg 0--/795 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516 /FAUY (407) 302-2526 Fire Marshal Robles Plans Review Sheet Date: April 9, 2007 Business Address: 4002 Aviation Loop Occur. Ch. Business Occupancy 42/ L. S. C. Storage 2003 F E R C Business Name: Delphini Industrial Park Ph. (407) 532-8522 FAX (407) 32 7-022 7 Contractor: Delphinine Builders Ph. (407) 327-7700 Engineer: American Civil Engineering Reviewed p Ph. (407) 532-8522 FAX (407)327-0227 Phone (407) 327-7700 Fax (407) 327-0227 Rejected Reviewed by: Timothy Robles, Fire Marshal/plans Examiner Comment: Plans reviewed as Occupancy/Storage(42) Group R (S-#1) FD reserves right to 1.1 Application — New Building. 6,000 sq. ft. , Type VB-FBC 602 fire sprinkler protected not required 1.2 Mixed — N/A 1.3 Special Definitions — Meets F.F.P.C. - 6.1.11.1 (Record keeping/Business transactions). 1.40assification of Occupancy — Storage #42 F.F.P. C. 1.5 Classification of Hazard of Contents — Ordinary/6.2.2.2. * M l S-2-0 S i Exceeding Expectations" i SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516 / FAX (407) 302-2526 Fire Marshal Robles 1.6 Minimum Construction — N/R- See Florida Building Code Group R (S-#1) 2.2 Means of Egress Components — Three ok 2.3 Capacity of Egress — The occupant load, in number ofpersons for whom means of egress and other provisions are required. 2.4 Number of Exits — O.K. —Three 2.5 Arrangement of Egress — Three separate EXITS 2.6 Travel Distance — O.K., Does not exceed 300' ft 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — Required O.K.; will field verify 2.9 Emergency Lighting — Required Ok, will field verify 2.11 Special Features N/A 3.1 Protection of Vertical Openings — Shall be constructed as a smoke barrier with degree of compartments 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Interior finish shall be in accordance with section 10.2 3.4 Detection, Alarm and Communications Systems —NOT Required 3.5 Extinguishing Requirements — as per NFPA 10 — THREE (3) 4A60 rated fire extinZuishers required in this building mounted at 36" from door to bottom (See blue prints) 3.6 Corridors —4 Special Provisions 5 Building Services 5.1 Utilities — additional permits required (Fire hydrants shall be 250' (ft) from principle building) 5.2 HVAC — shall comply with N.F.P.A. # 90 A & #90B over 2000 CF.M. duct detectors required 5.3 Elevators, Escalators, Conveyors: 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516/FAX (407) 302-2526 Fire Marshal Robles Sanford City Code — Chapter 9 Fire Sprinklers: Not Required Monitoring:: Not Required 3-5.1 Fire Lanes —Required 3-6.1 Key Box —: Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required; Address numbers shall be 6" in size contrasting in color. oo'l LAV I HUX -,*Io UM 411 r (o d, % gw C- l lol, 41,. a- flr `d h s ALL STEEL BUILDINGS COMPONENTS, INC, 10159 U,S, HWY 41 SOUTH GIBSONTON, FL, 33534 PH # 813-671-8044 FAX # 813-671-8602 I HEREBY CERTIFY THAT I HAVE D.W. SMITH P.E. REVIEWED THIS PLAN AND FIND IT TO FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608BEINCOMPLIANCEWITHTHE FNFLORIDA BUILDING CODE 2004 EDITION MECHANICAL ENGINEERING CONSULTANTA110M11HWINDSPEED (W/ 3 SEC. GUST). 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525THE206SUPPLEMENTTOFBC2004 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL,zephyr27egte.net DA W. SMITH PE.#53608 Ps 2 22 PAGE OF El PANEL SPECIFICATIONS R' 8'PBR' PANEL SPECIFICATIONS PANEL MATERIAL AS SPECIFIED SHALT. BE 26 GAUGE GALVALUME AS MAUNFACTURED BY A.S.B.C.I., OR EQUAL, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 80 OR GRADE 50. MINIMUM YIELD STRESS SHALL BE 80,000 KSI FOR GRADE 80 AND 50,OW KSI FOR GRADE 50, SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixs Sxe MSxc Ixe Sxe Mexc GAUGE KSI) PSF) IN.4 FT. IN.3 FT. KIP -IN. INA FT. IN.3 FT. KIP -IN. 29 60 0.75 0.0220 0.0356 1.2330 0.0245 0.0237 0.8500 26 60 0.94 0.0305 0.0510 1.6297 0.0375 0.0376 1.3500 24 50 1.14 0.0407 0.0733 1.7114 0.0515 0.0527 1.5778 22 50 1.44 0,0541 0.1046 2.2236 0.0732 0.0763 2.2940 36' COVERAGE 12' 12, 12' L`>_ 1 • 1 4' j' 4' 4' 4• 3• I ' MFGR'S INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO PURLINS/GIRTS PLACE I - 12 x I 1/2'SCREWR' L 'PBR' ROOF/ WALL PANEL IN EVERY FLAT FOR THESCREWDOWNPATTERNINTERMEDIATERUNS. MAXIMUM WIND SPEED 150 MPH , 3 SEC GUST PLACE SCREWS AS PER FBC 2001 EDITION I PURLIN / GIRT SPACING PRODUCT APPROVAL # F1 5687.2 BUTYL TAPE SEALER DPTIONAL) PLACE 1 - 12 X 3/4' STITCH REW IN THE PALL LAPSC 12 X 3/4' SCREW EVERY 18' TO 24' TYP. PALL LAP 26 GA. 'PBR' & 'R' PANEL 12 X 1 1/2' SCREW IF 0 0 0 0 0 ro 0 1 0' s•-r DA MAX O 0 O 10 O 0 0 0 19-24' TYP. 0 0 0 0 011000pffI100 PLACE 2 - 12 x I 1/2-SCREWS IN EVERY FLAT ALONG THE Z PURLIN/GIRT (5'-0' D.C. MAX FOR ROOF) EAVE & PEAK. MFGR'S INSTALLATION INSTRUCTIONS PLACE 1 - 14 x I' SCREW R' & 'PBR' ROOF PANEL FOR ATTACHMENT TO WOOD SUBSTRATE IN EVERY FLAT FOR THE SCREW DOWN PATTERN INTERMEDIATE RUNS. MAXIMUM WIND SPEED 130 MPH , 3 SEC GUST PLACE SCREWS EVERY FBC 2001 EDITION 24' D.C. (MAXIMUM). PRODUCT APPROVAL * 1"L5687.2 ROOF MUST HAVE A MINIMUM ROOF SLOPE OF 1/2' ON 12' PLACE I - 12 X 3/4' STITCH SCREW IN THE PANEL LAP EVERY 18' TO 24' 12 X 3/4' SCREW TYP. PANEL LAP 26 GA. 'PBR' PANEL 14 X 1' SCREW J 0 0 0 0 0 0 0 0 0' f o 24' TYP. Ij O 0 O O 0 O O O O o 0 0 O O 1B-24' TYP. 0 0 0 0 0 0 0 M O O O o Oi O OJ0 O il if 30 LB. FELT PAPER LIN ACE 2 - 14 x I' SCREWS EXISTING ROOF SUBSTRATE EVERY FLAT ALONG THE EAVE & PEAK. PRODUCT APPROVAL INFORMATION SHEET ALL STEEL BUILDINGS & COMPONENTS & TUBULAR DIVISION, INC. 10159 U.S. HWY 41 SOUTH GIBSONTON, FL. 33534 PH # 813-671-8044 FAX # 813-671-8602 Overview Product Search Organization Search Product Application User: Public User - Not Associated with Organization - Need Help 7 Application #i FL5687,2 Date Submitted: 11/08/2005 Product Manufacturer: All Steel Buildings/M.B,C.I. Address/Phone/email: 10159 U.S. Hwy. 41 South Gibsonton, FL 33534 813) 671-8044 Category: Roofing Subcategory: Non-structural Metal Roofing Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Certification Agency: Underwriters Laboratories Inc. Quality Assurance Entity: Validation Entity: Authorized Signature: Stephan Jennings stephan@allsteel-buildings.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: PTID-677-I-R PANEL SPECS.pdf PTID-677-I-R PANEL TO WOOD.pdf PTID-677-I-R-PANEL-TO-ZEE.pdf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 04/05/2004 Date Approved: 04/21/2004 Page: Page 1 / I Standard Year ASTM A653 1973 ASTM A653 1973 App/Seq # Product Model # or Name Model Description Limits of Use 677.1 'R' or 'PBR' Panel 'R' or 'PBR' 26 Gauge Galvalume and Painted Galvalume Per Mfg, Installation Instructions and Approved Details. Min. Slope 1/2,12. Coated steel panelsIdentifiedas 'R or PBR' for use in Construction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 I HEREBY CERTIFY THAT I HAVE REVIEWED T S PLAN AND FIND IT TO BE IN C IANCE WITH THE FLORIDA BU NG CODE 2004 EDITION 8 THE 20 S PLEMENT TO FBC 2004 DAVID W.SMITH P.E. FLDRIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS CONSULTING ENGINEER 9909 IIALLASTON DRIVE-DADE CITY, FLORIDA 33525 PM 352-521-M5 FAX, 352-521-0867 E-MAIL: zephyr27@gte.net DELPHIN BUILDERS 845 SUNSHINE LANE ALTAMONTE SPRINGS,FL. PROJECT: DELPHINI BEARDELL SANFORD, JOB ID # AS71 8-33 ND. PARK AVENUE FLORIDA APPROVAL OF A.S.B.C.I. DRAWINGS INDICATE THAT A.S.B.C.I. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE A.S.B.C.I. PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY A.S.B.C.I. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN A.S.B.C.I. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTION: WIDTH, 60 LENGTH, 100 HEIGHT, 18 / 18 BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY , FBC 04 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD, COLLATERAL LOAD: ROOF LIVE LOAD, ROOF SNOW LOAD, BASIC WIND SPEED, SEISMIC ZONE, IMPORTANCE FACTORS, WIND LOAD, SNOW LOAD SEISMIC LOAD 1'1TLJC'D 1 rlATC 3 PSF (ROOF PANELS & PURLINS) 0 PSF 20 PSF 0 PSF 110 MPH A 110 ROOF PANELS: COLOR, GALVALUME WALL PANELS: COLOR, Light Stone TRIM COLORS: CABLE, Forest Green CORNER, Forest Green EAVE, GalvaluMe Plus FRAMED OPENINGS= Forest Green LINER PANELS: COLOR, LINER TRIM: 0 0 COLOR, SPECIAL NOTES: ALL STEEL BUILDINGS 1614 COMPONENTS, INC, 10159 U.S, HWY 41 SOUTH GIBS NT N, FL 33534 PH # 813-671-8044 FAX # 813-671-8608 ENGINEER'S NOTES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMP RTANCE FACT R= 1.00 STORAGE BUILDING 3) THE EXPOSURE CATAG RY=C 4) INTERNAL PRESSURE C EFFICIENT = +/- 0.18 ENCLOSURE CLASSIFICATION: ENCLOSED 5) ALL STRUCTURAL STEEL: ASTM-A36 6) THE DESIGN WIND PRESSURE FOR C&C PER FBC TABLE 1606,2B BOLT TORQUE Description: Type: Torque: x I' Bolt A325 105 foot pounds x 1 ' Bolt A325 140 foot pounds x 1' Bolt A305 45 foot pound x 1' Bolt FN NECK 105 foot pounds x 2' Bolt A325 140 foot pounds 4 x 2' Bolt A325 250 foot pounds I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE LORIDA BUILDING CODE 2004 EDITION F A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 VbVIID W. SMITH PE.k53608 D.W. SMITH,P,E.# 53608 FLORDY+ PROFESSIONAL ENG L1 R. PROJECTS ENGINEE HEEWED 99oe vnuwcm+ narvE— PiOEs 332-521-OB65 FAXf 352- I E 2-3Z4 N " of- o co 00 0 3" 21 112"112" 1 8• EW DETAIL I -OA Dia=3/4" fP o I o 3" 2 1, 1 1 2"1 1 2" 8" See Plan EW DETAIL B Dia= 3/4" Dia= 3/4 8* O O N OHO 3" 4" 2" 2" 8" See Plan SW @11 n 0 2 3 4 0 pg6a A 6jb c+ A Q1C Q1Q m B pgg 1'-3• 1'-3• 3 -4• 3 -4• m ca B9 g B g Ol0 41Q 4 lV n1 i7 h u 9 ANCHOR BOLT PLAN wm. m Bm Pbto 0 too'-v (ux) U4 V I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST), THE 2006 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 5 vJ D,W, SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr27egte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718-33 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: ISHEET OF ADDRESS SANFORD, FLORIDA r IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, k BASE PLATES Column Reactions (k Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (m) Grout Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk in) 2 * A 1 5.7 13.2 2 7.1 11.0 4 0.750 8.OD0 14.50 0.375 0.0 4 0.8 13.2 2 * D 3 7.1 -11.0 1 5.7 13.2 4 0.750 8.000 14.50 0.375 0.0 1 -5.7 13.2 5 0.8 13.2 2 * Frame lines: 2 3 4 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) 60.0 Length (ft) 100.0 Eave Heig t (ft) 18.0 18.0 Roof psf rise/ 1.0 1.02) Deod Loode 0 Collateral Load (psf ) 0.0 Roof Live Load [ sf ) 20.0 Frame Live Load ll ) 12.0 Wind Speed (mph 110.0 Wind Code FBC 04 Exposure 8 Closed/Open C Importance - Wind 1.00 Importonce - Seismic 1.00 Sesmic Zone A Seismic Coeff (Fa*Ss) 0.18 Id Description 1 DL+CL+LL 2 DL+1.30WL1 3 DL+1.30WR1 4 DL+1.30LnWndL 5 DL+1.30LnWndR 6 DL+1.30WL1+1.30WS 7 DL+1.30WP+1.30LnWndL 8 DL+1.30WR1+1.30WS ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, do BASE PLATES COLUMN LINE Column Reactions k )------- Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk in) 1 A 6 2.0 2.3 7 1.8 1.6 2 0.750 2.750 8.000 0.250 0.0 1 0.0 2.1 6 2.0 2.3 1 B 6 4.0 6.5 7 3.7 4.7 2 0.750 2.750 8.000 0.250 0.0 1 0.0 6.0 6 4.0 6.5 1 C 8 4.0 6.5 7 3.7 4.7 2 0.750 2.750 8.000 0.250 0.0 1 0.0 6.0 8 4.0 6.5 1 D 8 2.0 2.3 7 1.8 1.6 2 0.750 2.750 8.000 0.250 0.0 1 0.0 2.1 8 2.0 2.3 5 D 6 2.0 2.3 7 1.8 1.6 2 0.750 2.750 8.000 0.250 0.0 1 0.0 2.1 6 2.0 2.3 5 C 6 4.0 6.5 7 3.7 4.7 2 0.750 2.750 8.000 0.250 0.0 1 0.0 6.0 6 4.0 6.5 5 B 8 4.0 6.5 7 3.7 4.7 2 0.750 2.750 8.000 0.250 0.0 1 0.0 6.0 8 4.0 6.5 FRAME LINE 5 A 8 2.0 2.3 7 1.8 1.6 2 0.750 2.750 8.000 0.250 0.0 1 0.0 2.1 8 2.0 2.3 BRACING REACTIONS, PANEL SHEAR f Reactions k) Panel Wall-- Col Wind--- Seismic- Shear Loc Line Line Horz Vert Horz Vert lb/ft) L-EW 1 46 F-SW D 3 ,4 4.0 2.6 1.1 0.7 R-EW 5 46 B-SW A 3 ,2 4.0 2.6 1.1 0.7 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 Ps DAVID W. SMITH PE.#53608 D,W, SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILt zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718-33 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS SANFORD, FLORIDA F—Do 01 "LIM f GABLE RAa NQE ROOF PIRHI COMER COLUMN nt s a scREv ENDVALLRAFTER XLT, O-V u BY LO' BOBI JAMB 1 — — -- —— BOLTS, 0.50' rr L50' HALTS, RAi'iER 0 1/2'T x I' BOLT, O V BY I'(TYP> BOLTS, 0.50' BY L5r O CONNECTIONQRT GIRT ENDVALL BASE PLATE PLATE N=- FLANGE BRACES MAY BE PRESENT PLAN ELEVATION A2 ECTION THRU ENDWALL RAFTER ENDVALL Twp yp„x, M B1 ENDWALL RAFTER TO COLUMN CH ENDWALL COLUMN TO WALL GIRT PLATE IONPLATE @ CORNER COLUMN TO WALL GIRT BASE PLATE FOR DOOR JAMB ENrVWALLRAFTER GABLE BOLT, TYP. RAKE SAVE STRUT ENOVAJ_ aLl1B1 D0.T1, o o I I BOLTS, 0.5' PRIMRxI& (TYP> PIAtLDI am 0.5' x LW ANGLE II2 i a SCREV OWASHER.75'— ON COLUMN O BASE PLATE BY LIV 0.5' PLATE ION— rr ur PLAN ELEVATION VALL GIRT Vn ucR HLTS, 03 Nx1lddRTYYPP E7 BASE PLATE FOR ENDWALLCOLUMNORDOORJAMB F5 RAFTER SPLICE AT SURFACE CHANGE G2 PLATE ENDVALL 17 EAVE STRUT TO ENDWALL RAFTERRtffN4BILINTOINTERIORFRAMERAFTERVALLGIRTTOFRAMECQOBNNEAVE STRUT EAVE STRUT P8 CLIPS BOLT a5' By ih; DOOR JAMB U. 01VA. L GIRT CTION PLATE DOOR JAMB nIECTmI PLATE viRAIE 7EXTENSIOMJoPLATEDOOR G UN COCONNECTIONPLATE Bm(JAOTOP£ JNO VALL G91T SECTION ELEVATION Blot SECTION ELEVATION K2 WALL GIRT TO DOOR JAMB SECTION ELEVATION LI DOOR JAMB TO EAVE STRUT HILT, O.Y x LS' SECTION ELEVATION BATS rr lO cm EAVE STRUT TO RIGID FRAME JL6 DOOR JAMB TO WALL GIRT ADoxw DOO MIDOORHEADERTODOORJAMB I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLOR A BUILDING CODE 2004 EDITION FORA MPH WIND SPEED (WI 3 SEC, GUST. A 2006 SUPPLEMENT TO FBC2004 s-' DAVID W. SMITH PE,#53608 D, W, SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAID zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-33 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS STRUCTURAL DETAILS DESIGN: DRAFT: CHECK: DATE: I SHEET OF CABLE EYEBOLT SHOP CLAMP ON CABLE SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT COLUMN OR RAFTER WEB HILLSIDE WASHER FLAT WASHER NUT Q 2) DIAGONAL CABLE, EYEBOLT END ANCHOR BOLTS SIDEWALL COLUMN BASE PLATE PLAN ELEVATION @ANCHOR BOLTS AT SIDEWALL COLUMN O o 0 0 — TOP BOLTS, SEE DRAWING FOR SIZE. o 0 --INTERMEDIATE BOLTS, THE NUMBER OF TON OR BOTTOM BOATS GREATER THAN FOUR. 0 O BOTTOM BOATS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP 6 BOTTOM, BOLTED END PLATE CONNECTION AT BUILDING PEAK I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 22 0-7 BOLTED END PLATE o 0 TOP BOLTS, SEE TOP FLANGE 0 0DRAWING FOR SIZE. 0 0 INTERMEDIATE BOATS, WEB THE NUMBER OF TOP OR BOTTOM BOATS U-j GREATER THAN FOUR. BOTTOM BOTTOM BOATS, SEE FLANGE DRAWING FOR SIZE. BOLTS FOR RAFTER TOU3COLUMNCNNECTION D.W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAID zephyr27Egte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-33 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS STRUCTURAL DETAILS DESIGN: DRAFT: CHECK: DATE: I SHEET OF Gfr 12 cw UPS RA I— — T — — Ir C-4 r EC-2 11D tOCA O J070M DOOR EC-2 F I 13'-4• I 15•—S• nI alLx_ t'—t r-, 3/4' r-- s/r ENDWALL FRAMING: FRAME LINE 1 f i pI 1 i I u I 1 1 ENDWALL SHEETING do TRIM: FRAME LINE 1 PRAIS: 26 Ca. R — tight Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FORA 110 MPH WIND SPEED (W/ 3 SEC. GUST). A& E 2006 SUPPLEMENT TO FBC2004 1 AID W. SMITH PE,#53608 2 1-fv EC-2 8DC12 17'-7 11/16' EC-3 8DC16 16'-0 11/16 ER-1 12DC12 29'-11 3/4- ER-2 12DC12 29-11 4" G-1 8X25Z16 20'-5 112 " G-2 8X25Z16 22'-3 1/2" G-3 8X25Z16 22'-3 1/2' G-4 8X25Z14 20'-8' 3 CGC3 4 h1 5 i1 D.W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ENDWALL FRAMING ID AS718-33 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE 2 19 07 SHEET OF ADDRESS SANFORD, FLORIDA OF WF-1 WF-1 WF-1 WF-1 CF-2 CF-2 CF-1 CF-1 CF-1 3 3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN CF-3 CF-3 oMzo z 4" MONOLITHIC CONCRETE SLAB Of 3 XNx U)= 3.000 PSI. MIN. 3 CF-3 CF-3' 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN kCF-2 3 CF-2 WF-1 WF-1 WF-1 WF_1 3 4 FOUNDATION PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED CW/ 3 SEC. GUST). TH 2O06 SUPPLEMENT TO FBC2004 DAVID(W. SMITH PE.#53608 14 5 CjTyo D,W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATION PLAN ID AS718-32 DESIGN: DRAFT: CHECK: PROJECT 6EARDELL AVENUE DATE: SHEET OF ADDRESS SANFORD, FLORIDA s THIS BUILDING IS DESIGNED TO MEET FLORIDA BUILDING CODE 2004 EDITION FOR 110 MPH CONCRETES 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). USING TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY COMPRESSIVE STRENGHT OF 3,000 PSI. 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ACI PUBLICATIONS 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 301-72. 3. REINFORCING STELL SHALL MEET ASTM A615. GRADE 40. 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, BEAMS ABOVE GRADE 1 J' SLAB ON GROUND CENTERED FOOTINGS 3'SIDES L 3' BOTTOM GRADE BEAMS 1 }' TOPS, 2' SIDES 3' BOTTOMS COLUMNS I J' STRUCTURAL SLAB 5. WELDED WIRE FABRIS REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185. 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTRAL DRAWINGS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURING CONSTRUCTION. 8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE DRAWINGS. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY PADS, SUPPORT FRAMS ETC. REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 11. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED. 12. FIBERMESH MAY BE USED IN UEU OF WOVEN WIRE MESH. 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PR JECTION) I 'x5'x3' 3000 PSIT7WITHNCRETEPIER 5 REBARS EQ SPACED W/ 3' MIN CVR HOOK (TYP) CF-1 TYPICAL F TER DETAIL 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PR JECTION) 44 0'x4'-0'x3' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3-' HOOK (TYP) CF-2 TYPICAL F TER DETAIL 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PR JECTI N) FOOTING NOTES: MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 5'-0" X 5'-0" X 36' 5 ® 6" O.C. 2—LAYERS OF # 5 CF-2 4'-0" X 4'-0" X 36" 5 ® 6" O.C. 2—LAYERS OF # 5 CF-3 3'-0" X 3'-0" X 24" 5 0 6' O.C. 2—LAYERS OF # 5 WF 1 12" W X 16" H 2— #5 CONT. NOTES: ALL ANCHOR BOLTS TO BE 3/4' X 18" LONG BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS 1-0'x3'-0'x2' 3000 CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' 3' 3' HOOK (TYP) CF-2 TYPICAL F TER DETAIL PSI MIN CVR 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF. 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INS AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL FBC 104.26 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN e" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OF FORMED. 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTRUBANCE OF SOIL AFTER THE TREATMENT. 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. RETREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE. ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE VG MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). Y2006 SUPPLEMMENT TO FBC2004 VID W. SMITH PE.#53608 D,W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DEL.PHINI IND. PARK FOUNDATION PLAN ID AS718-32 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: I SHEET OF DOOR FRAME PACKAGE 3070 door opg. 4070 door opg. 6070 door opg. Dim. "A" 36" 48" 72" Qlm. "B" 41„ 53„ NOMINAL SIZE Dim. «A» 3-Q 41" 4-0 53", 6-0 77se 1 ii.. k T+ t I I k 1 1C 1 t 1 1 1 1 I r 1 r 1 1 1 I f t r t 1 1 1 1 1 IlV 1 1 1 1 1 1 I 1 1 I t 1 1i111 1 di SANFORD FIRE DEPARTMENT , FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516 I FAX (407) 302-2526 Fire Marshal Robles Plans Review Sheet Date: April 13, 2007 Business Address: 3993 Aviation Loop Occur. Ch. Business Occupancy 421L.S.C. Storage 2003 F.F.P.0 Business Name: Delphini Industrial Park Ph. (407) 532-8522 FAX (407)327-0227 Contractor: Delphinine Builders Ph. (407) 327-7700 Ph. (407) 532-8522 FAX (407)327-0227 Engineer: American Civil Engineering Phone (407) 327-7700 Fax (407) 327-0227 Reviewed Rejected [] Reviewed by: Timothy Robles, Fire Marshal/plans Examiner Comment: Plans reviewed as Occupancy/Storage(42) Group R (S-#1) . Fl) reserves right to 1.1 Application — New Building. 6,000 sq. ft. , Type VB-FBC 602 fire sprinkler protected not required 1.2 Mixed — N/A 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516 / FAX (407) 302-2526 Fire Marshal Robles 1.3 Special Definitions — Meets F.F.P.C. - 6.1.11.1 (Record keeping/Business transactions). 1.4Classification of Occupancy — Storage #42 F.F. P. C. 1.5 Classification of Hazard of Contents — Ordinary/6.2.2.2. 1.6 Minimum Construction — N/R- See Florida Building Code Group R (S-#1) 2.2 Means of Egress Components — Three ok 2.3 Capacity of Egress — The occupant load, in number ofpersons for whom means of egress and other provisions are required. 2.4 Number of Exits — O.K. —Three 2.5 Arrangement of Egress — Three separate EXITS 2.6 Travel Distance — O.K., Does not exceed 300' ft 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — Required O.K.; will field verify 2.9 Emergency Lighting _Required Ok, will field verify 2.11 Special Features N/A 3.1 Protection of Vertical Openings — Shall be constructed as a smoke barrier with degree of compartments 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Interior finish shall be in accordance with section 10.2 3.4 Detection, Alarm and Communications Systems —NOT Required 3.5 Extinguishing Requirements — as per NFPA 10 — THREE (3) 4A60 rated fire extinguishers required in this building mounted at 36" om floor to bottom (See blue prints) 3.6 Corridors —4 Special Provisions 5 Building Services 5.1 Utilities — additional permits required (Fire hydrants shall be 250' (ft) from principle building) 2 SANFORD FIRE DEPARTMENT - FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407) 302-2516 I FAX (407) 302-2526 Fire Marshal Robles 5.2 HVAC — shall comply with N.F.P.A. # 90 A & #90B over 2000 C.F.M. duct detectors required 5.3 Elevators, Escalators, Conveyors: 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Not Required Monitoring:: Not Required 3-5.1 Fire Lanes —Required 3-6.1 Key Box—: Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required; Address numbers shall be 6" in size contrasting in color. 3 i 0.1 LAV owc HWc v i, wl F.wc t To S.wERt,1j , y.r «'.{r' ....r. ;L.ry.f•, .•r:. s..r:r;r.•A•.....:.ir.ar....;Y. sy9.L•:.. sM:S •a :•S r•o tt .: •, • r T.o•.sr)..+tT .r ••• •srs re w•:s/ . :t •Y t ta,t,• y.,z.,: .•y 5 •r Wp•t sh.-5a 11+.•tt r::.;.: •:y17?•... ,% jw:,R•v;tit+•t:'t:r•ti:y;.s,:wu. :,M1 {•T.tT.:.'i'f? l .•i;ii t'•rwt3rrr;.;>r"',M:Nh '; jS ! }fit rJ {i,?!f i'tYRati G,r 7 7:'L hilt '`'rva`s• ia'•,s,.iss..t;` / • r f >iK +J't- %1 " {t a,Ftr •Y s s r Y ,t r •. ...•rr •. •. ..... •. .:.r.. .•rt•. :tr•r•..: is .. ••rt :•:•:.e.t.:.r:•: .v. .;r.:.:..• •:t• •r'• v• i•:: ..;i• 'r. t.rv.:;•::<:rS:::•:•:•::•:•'t:•it::.:.:::•':yJta•:::.:r:rtwt' '•.;:r.ir:..•: ...•••rtreY.y%T j rR.yy •. r.. av of-l0 W, - (*.d " DELPHINI BUILDERS 845 SUNSHINE LANE ALTAMONTE SPRINGS,FL. PROJECT: DELPHINI BEARDELL SANFORD, JOB ID # AS71 8-39 ND. PARK AVENUE FLORIDA APPROVAL OF A.S.B.C.I. DRAWINGS INDICATE THAT A.S.B.C.I. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS, WHERE DISCREPANCIES EXIST BETWEEN THE A.S.B.C.I. PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURALSTEELPLANSSHALLGOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY A.S.B.C.I. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN A.S.B.C.I. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTI N: WIDTH+ 60 LENGTH: 100 HEIGHTI 18 / 18 BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : FBC 04 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, ROOF DEAD LOAD: COLLATERAL LOAD, ROOF LIVE LOAD: ROOF SNOW LOAD, BASIC WIND SPEED SEISMIC ZONE: IMPORTANCE FACTORS: WIND LOAD: SNOW LOAD SEISMIC LOAD nruro i nwne 3 PSF (ROOF PANELS & PURLINS) 0 PSF 20 PSF 0 PSF 110 MPH A ROOF PANELS: COLOR: GALVALUME WALL PANELS: COLOR: Light Stone TRIM COLORS: CABLE: Forest Green CORNER: Forest Green EAVE: GalvatuMe Plus FRAMED OPENINGS: Forest Green LINER PANELS: COLOR: 110 LINER TRIM: 0 0 COLOR: SPECIAL NOTES: ALA STEEL BUILDINGS COMPONENTS, INC. 10159 U,S, HWY 41 SOUTH GIBS NT N, FL, 33534 PH # 813-671-8044 FAX # 813-671-8608 ENGINEER'S NOTES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMP RTANCE FACT R= 1.00 STORAGE BUILDING 3) THE EXPOSURE CATAG RY=C 4) INTERNAL PRESSURE C EFFICIENT = +/— 0.18 ENCLOSURE CLASSIFICATI N: ENCLOSED 5) ALL STRUCTURAL STEEL: ASTM—A36 6) THE DESIGN WIND PRESSURE FOR C&C PER FBC TABLE 1606,2B BOLT TORQUE Description: Type: Torque: x 1' Bolt A325 105 foot pounds x 1' Bolt A325 140 foot pounds x V Bolt A305 45 foot pound x 1' Bolt FN NECK 105 foot p 8 x 4" x 2' Bolt 2' Bolt A325 A325 140 v bj-j* v 0 o pounds I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE RIDA BUILDING CODE 2004 EDITION 110 MPH WIND SPEED (W/ 3 SEC, GUST). 6 E 2000/6 SUPPLEMENT TO FBC2004 DAVID W. SMITM PE453608 D.W. SMITH,P,E.# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 536M PROJECTS ENGINEERING CONSULTANT 9909 VALLASTON DRIVE-DADE CITY, FLORIDA 33US PIn1E* 352-521-0*65 FAX* 332-321-0867 E-NAIU zephyr27lptemt H iv IV LINE FRAME LINE RIGID FRAME: MAXIMUM REACTIKNS, ANCHOR BOLTS, BASE PLATES Column Reactions (k Frm Line Col Line Load Hmax V Load Id H min V Anc. Bolt Base Plate (in) GroutVmaxIdHVminNoD(in) Wid Len Thk in) 2 ' A 1 5.7 13.2 2 7.1 11.0 4 0.750 8.000 14.50 0.375 0.0 4 0.8 13.2 2 • D 3 7.1 -11.0 1 5.7 13.2 4 0.750 8.000 14.50 0.375 0.01 -5.7 13.2 5 0.8 13.2 2 ' Frame lines: 2 3 4 NOTES FOR REACTIONS Builditatg reactions are lased on the f2wing building data: Width (ft) 60.0 Length 100.0 Eave Height (ft) 18.0 18.0 Roof Slope prise/12 1.0 1.0 Dead Load Collateral Load psf 0.0 Roof Live Load (ppsf 20.0 l( 1 sfFrameLiveLoadWind1 .0 Speed (mph 1f0.0 Wind Code FBC 04 Exposure B Closed/Open C Importance - Wrid 1.00 Importance - Seismic 1.00 Seismic Zone A Seismic Coeff (Fa*Ss) 0.18 Id Description 1 DL+CL+LL 2 DL+1.30WL1 3 DL+1.30WR1 4 DL+1.30LnWndL 5 DL+1.3OLnWndR 6 DL+1.30WL1+1.30WS 7 DL+1.30WP+1.30LnWndL 8 DL+1.30WR1+1.30WS ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, BASE PLATES Column Reactions (k )------- Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) GroutLineLineIdHVmaxIdHVminNoD(in) Wid Len Thk in) 1 A 6 2.0 2.3 7 -1.8 1.6 2 0.750 2.750 8.000 0.250 0.010.0 2.1 6 2.0 2.3 1 B 6 4.0 6.5 7 -3.7 4.7 2 0.750 2.750 8.000 0.250 0.010.0 6.0 6 4.0 6.5 1 C 8 4.0 6.5 7 -3.7 4.7 2 0.750 2.750 8.000 0.250 0.010.0 6.0 8 4.0 6.5 1 D 8 2.0 2.3 7 -1.8 1.6 2 0.750 2.750 8.000 0.250 0.010.0 2.1 8 2.0 2.3 5 D 6 2.0 2.3 7 -1.8 1.6 2 0.750 2.750 8.000 0.250 0.010.0 2.1 6 2.0 2.3 5 C 6 4.0 6.5 7 -3.7 4.7 2 0.750 2.750 8.000 0.250 0.010.0 6.0 6 4.0 6.5 5 8 8 4.0 6.5 7 -3.7 4.7 2 0.750 2.750 8.000 0.250 0.010.0 6.0 8 4.0 6.5 5 A 8 2.0 2.3 7 -1.8 1.6 2 0.750 2.750 8.000 0.250 0.0 1 0.0 2.1 8 2.0 2.3 BRACING REACTIONS, PANEL SHEAR t Reactions k) Panel Wall-- Col Wind--- Seismic- Shear Loc Line Line Harz Vert Harz Vert lb/ft) L-EW 1 46 F-SW D 3 ,4 4.0 2.6 1.1 0.7 R-EW 5 46 B-SW A 3 ,2 4.0 2.6 1.1 0.7 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORI A BUILDING CODE 2004 EDITION FOR A 1'0 MPH WIND SPEED CW/ 3 SEC. GUST). 4, rE 006 SUPPLEMENT TO FBC2004 Q14 0 DAVID W. SMITH PE.#53608 D,W, SMITH,P,E,# 53608 FLORIDA PR FESSI NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST N DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718-39 DESIGN: DRAFT: I CHECK: PROJECT BEARDELL AVENUE DATE: I SHEET OF ADDRESS I SANFORD, FLORIDA I-- flA II/D IG 7'T HNOff nlcN C00ER COLUMN BOLT, 03,ENDVALL ENDVALL BY O.0' COLUMN f." OOR RKTERAMB BOLTS, 0—sr BY Lsr BOLTS, BOLTS, OSV a I AWx 1' BY U.sr o 0 SIDEVALL — ' MTCNOVALL CONNECTIN GMT PLATE SE PLATE ENDVALL MOTE. FLANGE BRACES MAY BE PRESENT PLAN ELEVATIONLCIBNC(BHECTI[N A2 ECTION THRU ENDWALL RAFTER B1 ENDWALL RAFTER TO COLUMN C8 ENDWALL COLUMN TO WALL GIRT CORNER COLUMN TO WALL GIRT © BASE PLATE FOR DOOR JAMB ENDVALL GAS RAFTER DVAuCOLUMN 0.5'Tx EAVE STRUT RAKEEN 112 S. 0. SCREW 10..TS, 0.3' R N 1.0' RYP) PINLIN DOLTS,1 O WASHER u O O am CBLNN —_ --- — — — BASE PLATE DOLTS, 0.5' CONNECTION— — — — — — — lY Lw PLATE FRS PLAN BASE RKTER WALL GMT VELDEB j) O BASE PLATE FOR ENDWALL FS RAFTER SPLICE AT SURFACE CHANGE O ENDVALLE7COLUMNORDOORJAMBG2ROOFPURLNTOINTERIORFRAMERAFTERWALLGIRTToFRAMECOLLMI7EAVESTRUTTO ENDWALL RAFTER EAVE STRUT EAVE STRUT P8 CLIPSDOLT, 0.5' BY NA' WALL GDR BOOR JAMD TAN 0[BON JAHO o PLATE CONNECTION PLATE I TD—Omilt FRAME 0 c o C[NNEC PLATEcaLNN — — — —DORTEXTENSIONOT13PFLANGEFCOIECTIONPLATEIDOL JNO WALL GORT SECTOifl.EVATIIN HEADER SECTION ELEVATION SECTION ELEVATION BOLT, 0.5' z OS' SECTION ELEVATION EAVE STRUT TO RIGID FRAME K2 WALL GIRT TO DOOR JAMB L1 DOOR JAMB TO EAVE STRUT BOLTS, Ozr By NV `r) L6 DOOR JAMB TO WALL GIRT M1 DOOR HEADER TO DOOR JAMB I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE I COMPLIANCE WITH THE FLORIDA ILDING CODE 2004 EDITI N F R A 110 Mfg WIND SPEED (W/ 3 SEC, GUST), THE 2 6 SUPPLEMENT TO FBC2004 Q DAVID W, SMITH PE,#53608 D, W, SMITH,P,E.# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-39 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS STRUCTURAL DETAILS DESIGN: DRAFT: CHECK: DATE: I SHEET OF 1.4 Ql. 12 FIELD LWAD31 wow DOOR r-4• s•-s• cKr 1'-1UPS ENDWALL FRAMING: FRAME LINE 1 l•-o• vh1 ' 12 tom .:., O N R N N N a N N INaaayppO O 1yp 1 ENDWAU_ SHEETING do TRIM: FRAME LINE 1 PAILS: 26 Cm R — light Stone I IJEREBY CERTIFY THAT I HAVE REVI ED THIS PLAN AND FIND IT TO C'MPLIANCE WITH THE 4!DAVID ILDING CODE 2004 EDITI N FOR WIND SPEED (W/ 3 SEC. GUST). 6 SUPPLEMENT TO FBC2004 1 W. SMITH PE.#53608 2- EC-2 8DC12 17'-7 11%16" EC-3 8DC16 16'-0 11/16" ER-1 12DC12 29'-11 3/4" ER-2 12DC12 29'-11 G-1 8X25Z16 Y4" 20'-5 1 2" G-2 8X25Z16 22'-3 1/2" G-3 8X25Z16 22'-3 1/2" G-4 8X25Z14 20'-8" C-5 RY9q,71R lm'_h t /o" 3 ClGC3 4 ht 5 i1 D.W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ENDWALL FRAMING 10 - AS718-39 DESIGN: I I CHECK: PROJECT BEARDELL AVENUE DATE: 2/19/07 SHEET OF ADDRESS I SANFORD, FLORIDA 1'-O' L(1' 12 w-a FIELD Lomm 307oHm DOOR n G6n LAPS314' +1f— ENDWALL FRAMING: FRAME LINE 5 1'-D' rl> 12 C8a21. a=I ENDWALL SHEETING & TRIM: FRAME LINE 5 PME S: 26 Ca. R - LigM St.. I HEREBY CERTIFY THAT I HAVE R EWED THIS PLAN AND FIND IT TO E IN COMPLIANCE WITH THE F O DA BUILDING CODE 2004 EDITION FOR A 1 0 MPH WIND SPEED (W/ 3 SEC. GUST). T E 200SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 2 22-C I / EC-2 BDC12 17'-7 11/16" EC-3 8DC16 16'-0 11/16 ER-1 12DC12 29'-11 3/4" ER-2 12DC12 29'-11 3VG-1 8X25Z16 20'-5 1 2" G-3 8X25Z16 22'-3 1/2" G-4 8X25Z14 20'-8" G-5 8X25Z16 20'-5 1/2" G-6 8X25Z16 22'-3 1/2" 3 ClGC3 4 h1 5 it D.W. SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-39 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS ENDWALL FRAMING DESIGN: DRAFT: CHECK: DATE: 2/19/07 SHEET OF aer1M'S 40OW WON EG-1srGRe o11r 4osa1¢ wwoar G1A% ENTRY IS-4'.I 1/4' I2'-l; 7-4' I2'-J 5'-11 SIDEWALL FRAMING: FRAME LINE D Q Mea Wb 5 4mum b) t aoa Gcmeo I 1 1 1 I 1 I I 1h 1h h h h h h h n 1 I I 1 1 1 7I L I O O coml. c8ml, awl, =1 SIDEWALL SHEETING do TRIM: FRAME LINE D PMEM 26 Ga. R - Light Storrs I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION 2 A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 pr DAVID W. SMITH PE.#53608 DJ-3 8X25Ci6 11'-8" DJ-4 8X25C16 17'-1 DH-1 8X25C16 4" 3'-3 12" DH-2 8X25C16 5'-10 3/4" DH-3 8X25C16 11'-11 2" DS-1 8X25C16 5'-10 3 4" E-1 lOE14 24'-11 1/2" E-2 10E14 24'—ll 1/2" E-3 10E14 24'-11 1/2" E-4 IOE14 24'-11 - G-8 8X25Z16 11'-1 1 4" G-9 8X25Z16 26'-1 1/2" G-10 8X25Z16 ll'-2 3/4" G-11 8X25Z16 ll'-11" G-12 8X25Z16 27'-11" G-13 8X25Z14 27'-11" G-14 8X25Z16 1l'-3 1/4" G-15 8X25Z12 26'-1 1/2 G-16 8X25Z16 1l'-0 3/4" B-1 CR(1Fi(N1 W-7 1 /9" 1 2 VLrll 10 COCI17 Y-1. 1/L 6'-7 1/2" 3 CBC120 6'-7 1/2" 4 CBCI18 7'-1" 5 CBCI17 4'-0' 6 CBCI18 14'-2 1/2- 2 1 jl 3 CL110 4 CL100 5 CL150 D,W, SMITH,P,E.# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILI zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PAR ID AS718-39 PROJECT BEARDELL AVENUE ADDRESS SANFORD. FLORIDA DELPHINI BUILDERS SIDENALL FRAMING DESIGN: I DRAFT: DATE: 2/19/07 1 SHEET CHECK: OF Product Category Roofing/Wall Exterior Doors Exterior Doors Exterior Exterior Doors Doors Windows Windows ALL STEEL BUILDINGS C MP VENTS, INC, 10159 U,S, HWY 41 SOUTH GIBS NT N, FL, 33534 PH # 813-671-8044 FAX # 813-671-8608 PRODUCT APPROVAL Sub Category Manufacture Non—structural Metal Roofing All Steel Buildings/MBCI Roll —up U S door ANd Building Components Roll up Janus International Corporation Horizontal Slider Fixed Skv lieht State of Florida Approval Number FL5687.2 FL891 FL2274 F12501 FL394 FL395 FL# PDM 3953 r PANEL SPECIFICATIONS R' & 'PBR' PANEL SPECIFICATIONS PANEL MATERIAL AS SPECFED SHALL BE 26 GAUGE GALVALUME AS MAUNFACTURED BY A.S.B.C.1.OR EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 60 OR GRADE 50. MINUM YIELD STRESS SHALL BE 80.000 KSI FOR GRADE 80 AND 50.000 KSI FOR GRADE 50. SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT IxS Sxe MSxC Ixe Sxe MexcGAUGEKSIPSIN.4 FT. IN.3 FT. KIP -IN. IN.4 FT. IN.3 FT. KIP -IN. 29 60 0.75 0.0220 0.0356 1.2330 0.0245 0.0237 0.850026600.94 0.0305 0.0510 1.6297 0.0375 0.0376 1.3500 24 50 1.14 0.0407 0.0733 1.7114 0.0515 0.0527 1.577822501.44 0.0541 0.1046 2.2236 0.0732 0.0763 2.2940 36' COVERAGE 12' 12, 12, 4' - - 1}' I - 3' MFGR'S INSTALLATION INSTRUCTIONS R' » 'PBR' ROOF/ WALL PANEL FOR ATTACHMENT TO PURLINS/GIRTS [PLACE 1 - 12 x I 1/2'SCREW IN EVERY FLAT FOR THESCREWDOWNPATTERNINTERMEDIATERUNS. MAXIMUM WIND SPEED 150 MPH 3 SEC GUST PLACE SCREWS AS PERFBC2001EDITIONPURLIN / GIRT SPACING PRnniIrT APPQnVAI 1t 171 s4072 BUTYL TAPE SEALER OPTIONAL) PLACE 1 - 12 X 3/4' STITCH 7fml__ SCREW IN THE PANEL LAP12X3/4' SCREW EVERY 18' TO 24' TYP. PANEL LAP 26 GA. 'PBR' L 'R' PANEL 12 X 1 1/2' SCREW 0 0 0 O O r0 1 0 5'-0KAX 0 0 Lo a O O O O 18-24' TYP. 0 O O O 0 O UO0 0 0 0 0 PLACE 2 - 12 x 1 1/2'SCREWS IN EVERY FLAT ALONG THE Z PURLIN/GIRT (5'-0' O.C. MAX FOR ROOF) EAVE L PEAK. MFGR'S INSTALLATION INSTRUCTIONS PLACE I. - 14 x 1' SCREW R' L 'PBR' ROOF PANEL FOR ATTACHMENT TO WOOD SUBSTRATE IN EVERY FLAT FOR THE SCREW DOWN PATTERN INTERMEDIATE RUNS. MAXIMUM WIND SPEED 130 MPH , 3 SEC GUST PLACE SCREWS EVERY FBC 2001 EDITION 24' O.C. (MAXIMUM). PRODUCT APPROV AL # FL5687.2 ROOF MUST HAVE A MINIMUM ROOF SLOPE OF 1/2' ON 12' PLACE 1 - 12 X 3/4' STITCH SCREW IN THE PANEL LAP EVERY IB' FO 24' 12 X 3/4' SCREW TYP, PANEL LAP 26 GA. 'PBR' PANEL 14 X 1' SCREW o O o 0 0 0 O O o f 0 24' TYP. O 0 0 0 0 j(`- 0. o 0 O 0 O 0 0 O 18'-24' TYP. 0 0 0 O O O 0 O O. 0. O. O O O O O 30 L.B. FELT PAPER PLACE 2 - L14 x ('SCREWS EXISTING ROOF SUBSTRATE IN EVERY FLAT ALONG THE EAVE L PEAK. PRODUCT APPROVAL INFORMATION SHEET ALL STEEL BUILDINGS & COMPONENTS & TUBULAR DIVISION, INC. 10159 U.S. HWY 41 SOUTH GIBSONTON, FL. 33534 PH # 813-671-8044 FAX # 813-671-8602 Overview Product Search Organization Search Product Application User: Public User - Not Associated with Organization - Need Help ? Application #1 FL5687.2 Date Submitted: 11/08/2005 Product Manufacturer: All Steel Builclings /M.B.C.I. Address/ Phone/email: 10159 U.S. Hwy. 41 South Gibsonton, FL 33534 813) 671-8044 Category: Roofing Subcategory: Non-structural Metal Roofing Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year ASTM A653 1973 Certification Agency: Underwriters Laboratories Inc. ASTM A653 1973 Quality Assurance Entity: Validation Entity: Authorized Signature: Stephan Jennings stephan@allsteel- buildings.com Evaluation/ Test Reports Uploaded: Installation Documents Uploaded: PTID-677-I-R PANEL SPECS.pdf PTID-677-I-R PANEL TO WOOD.pdf PTID- 677_I-R-PANEL-TO-ZEE.pdf Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 04/05/2004.' g Date Approved: 04/21/2004 Page: Page 1 / 1 App/ Seq # Product Model # or Name Model Description Limits of Use 677. 1 'R' or 'PBR' Panel 'R' or 'PBR' 26 Gauge Galvalume and Painted Galvalume Per Mfg. Installation Instructions and Approved Details, Min. Slope 112,12. Coated R steel panels identifiedasorPBR' for use in Construction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 I HEREBY CER FY THAT I HAVE REVIEWED THIS AN AND FIND IT TO BE IN COM A E WITH THE FLORIDA BUILDI DE 2004 EDITION L THE 2006 S' LE ENT TO FBC 2004 c(- 2- 22 7 DAVID W.SMITH P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS CONSULTING ENGINEER 9909 HALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE: 352-521-M FAJ6 352-521-M7 E-KAIU zephyr272gte. net cool—o' wF-1 WF-1 WF-1 WF-1 CF-2 CF-2 i CF-1 CF-1 CF-1 3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN CF-3 CF-3 0 4' MONOLITHIC CONCRETE SLAB 03x 3.000 PSI. MIN. i> CF-3 3 Lo CF-3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN I 3 3 CF-2 CF-2 WF-1 WF-1 WF-1 WF-1 3 FOUNDATION PLAN ; I HEREBY CERTIFY THAT I HAVE D.W, SMITH,P,E,# 53608 REVIEWED THIS PLAN AND FIND IT TO FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608BEINCOMPLIANCEWITHTHE FLORIDA BUILDING CODE 2004 EDITION PROJECTS ENGINEERING CONSULTANTFORA110 n PSPEED (W/ 3 SEC. GUST), 9909 WALLASTDN DRIVE-DADE CITY, FLORIDA 33525 LEMENT TO FBC2004 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATION PLAN MITH PE.#53608 ID AS718-33 DESIGN: DRAFT: CHECK: D PROJECT BEARDELL AVENUE DATE: SHEET OFr7ADDRESSSANFORD, FLORIDA THIS BUILDING IS DESIGNED TO MEET FLORIDA BUILDING CODE 2004 EDITION FOR 110 MPH CONCRETE, 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). USING TYPE i PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY COMPRESSIVE STRENGHT OF 3,000 PSI. 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ACI PUBLICATIONS, 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 301-72, 3. REINFORCING STELL SHALL MEET ASTM A615. GRADE 40. 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS+ BEAMS ABOVE GRADE 1 j' SLAB ON GROUND CENTERED FOOTINGS 3'SIDES & 3' BOTTOM GRADE BEAMS 1 }' TOPS, 2' SIDES 3' BOTTOMS COLUMNS 1 J' STRUCTURAL SLAB' 5. WELDED WIRE FABRIS REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185. 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTRAL DRAWINGS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURING CONSTRUCTION. 8.'CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE DRAWINGS. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY PADS, SUPPORT FRAMS ETC. REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 11. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED. 12. FIBERMESH MAY BE USED IN LIEU OF WOVEN MORE MESH. 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INTO PIER 15" (MIN 2 1/2' PROJECTION) I 'x5'x3' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3' HOOK (TYP) CF-1 TYPICAL FOOTER DETAIL 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PROJECTION) 0'x4'-0'x3' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3' HOOK (TYP) CF-2 TYPICAL FOOTER DETAIL 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PROJECTION) FOOTING NOTES: MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 5'-O" X 5'-0" X 36" 5 0 6" O.C. 2-LAYERS OF # 5 CF-2 4'-(i X 4'-0" X 36" 5 0 6" O.C. 2-LAYERS OF 5 CF-3 3'-IT X 3'-0" X 24" 5 0 6" O.C. 2-LAYERS OF 5 WF-1 12" W X 16" H 2 - #5 CONT. NOTES: ALL ANCHOR BOLTS TO BE 3/4" X 18" LONG BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS 0'x3'-0'x2' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3' HOOK (TYP) CF-2 TYPICAL TOOTER DETAIL 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF. 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INS AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL FBC 104.26 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN J" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OF FORMED. 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTRUBANCE OF SOIL AFTER THE TREATMENT. 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. RETREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE. 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE CONTAINING MATERIAL 13. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHAD BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING6f _i `' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). ZTH 2O06 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 7 --1-,1-1 D.W, SMITH,P,E# 53f FLORIDA PROFESSIONAL ENGINEER LICEN>I 3608 PROJECTS ENGINEERING -LTANT 9909 WALLASTDN DRIVE-DADE A 33525 PHONE# 352-521-0865 FAX# 352-521-086 zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATION PLAN ID AS718-33 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS SAWORD, FLORIDA Ie i Dominion Building Products, Inc. Technical Data 5300L Series Standard Duty Cylindrical Locksets Augusta AU SPECIFICATIONS: DOOR THICKNESS: 1-3/4" and 1-3/8" BACKSET: CASE: Heavy gage cold rolled steel mechanism, zinc plated and dichromated. FRONT. 2-1/4" x 1-1/8" STRIKE: Wrought brass or bronze, stainless steel on special order. ANSI universal, 1-1 /4" x 4-7/8" x 3/32". LATCHBOLT: stainless steel, 1/2" throw, adjustable for beveled doors; deadlocking. HAND: Reversible. KEYS: Two per lock. CYLINDER: 6 pin tumbler, (5 pins supplied). K.D. ...can be master keyed. FINISHES: US26D FIRE RATINGS: U.L. listed, 3 hour (A label), single swing, 40 x 80 max leaf size. NO •• CERTIFICATIONS: Complies with ANSI A156.2, Series 4000, Grade 2, A115.2, All 7.1, and UFAS. 530OL: F81-27 160A ...Entrance Either lever operates latchbolt (except when outside lever is locked from inside.). Pushing turn button on inside lever locks outside lever. Automatically released when inside lever is turned or key is rotated in locked outside lever.) Outside lever may be retained in locked position by pushing and rotating turn button 90" clockwise to a horizontal position; not released until turn button is manually returned to the vertical position. Latchbolt is operated by key in outside lever or by rotating inside lever. Inside lever always active. Page 7.14 ey Dominion Building Products, Inc. I Technical Data 2-1 /2" 8-1 /4" Depth Kerfed Dim. 16B$ 1 42" 16 Dim. "A" 2-1/2 11 2-1 /2" 2-1/8" 4-3/16" 8-1/4 1) These components and associated fasteners are finished painted PC3 TRU WHITE or PC4 BRONZE Each frame package is individually boxed in a corrugated carton. DOOR FRAME PACKAGE 3070 door opg. 4070 door opg. 6070 door opg. Dim. "A" 36" 48" 72" Dim. "B" 41„ 53„ 77„ Single Swing Frames/Non-Handed Page 6.1 a ey Dominion Building Products, Inc. Technical Data 8-1 /4" Depth Kerfed 8-1/4" 4) 11 /32" DIA HOLES 1-5/161- + 6" 1-5/8" I COPE 1-15/16 Pedestrian Door Frame Head A 1-5/16" 2-1 /8" Dim. A 2-1/8" 4-3/16" 8-1/4" NOMINAL SIZE Dim. "A" 3-0 41 " 4-0 53" 6-0 77" COMPRESSION TYPE WEATHERSTRIP 2-1 /2" 5/8" 1-15/16" MATERIAL: 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE Page 6.1 b Iey Dominion Building Products, Inc. Technical Data 1 II I I II I I II I I IJ I I I I I I I I I I I I I I I I I I 1 I I 1 I 11 1 1 11 1 1 + 1 1 1 II 1 1 11 1 1 11 I i II I I I I II I 1 I I I I I 1 I I I 1 1 , 1 1 1 1I 1 I I I I I I I I I I I I 1 I I 1 1 1 1 1 1 I 1 I I 1 1 1 I 1 I 1 I I I I I I I I I II I 1 11 i 1 1 1 a I 1 11 I 1 11 1 I + A I li 1 I 1 I I 11 I I 1, 1 I11 ; 11 1 I 11 1 1 II 1 I 11 1 1 1 1 I 1 I I 1 1 I 1 i I I I I I I I I I I I I I I I I I I I I 1 I 1II1 I I I1 I I1 1 1 1 1 1 1 1 1 1 1 I 11 1 1 I I I I I I I I I II I I 11 I I I 1 I , 1 1 II 1 II 1 1 li 1 1 1 I 1 1 I 1 I I 1 1 I 8-1 /4" Depth Kerfed 11 /32" o holes O 0 0 O 11 /16" x 1-3/8" slots 5/8' 8 1 /4" 2-1 /8" 4-3/16" 1-15/16" 84" 1 II I I 11 I I 1 1 1 I I 1 1 1 1 1 1 1 1 I I 11 I I 1 1 II II0 I I1 II I 1 II I, I 1 II 1 1 II 1 I 1 I it1I11„ II •:I I 1 11 I I II II 1 1 11 0 1 1 11 I I I 11 II O I I I I IIII 1 1 1 I I I 1 1i1 I 1 I 1 I I11 I 111 I 1I1 1 1I1 I 1 I I I I I 1 I I I 1 IIIIIIIIIIII I 1I1 I 1I1 1 1 1 111 I I I I I I 1 I I 1 1 I I 1 I IIIIIIIII11II 1 I 1 II I I I I II II I 1 I I II II I 1 I I II II I 1 1 1 1 II 11 1 111 •, 1 I IIII I I I I I 1 1 1IIIIII1I 11' I1, I I I I II Pedestrian Door Frame Hinge Jamb 8-1/4" 3) 4-1/2" x .134" ANSI A156.7 Hinge Preparations -- 7 Gage Steel Reinforcements welded to jamb FULLY REVERSIBLE -- Invert to change hand of jamb 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE 14 Gage Galy Steel head and Sill Jamb anchors -- welded one to each end of jamb Page 6.1 c Iey Dominion Building Products, Inc. Technical Data 8-1 /4" Depth Kerfed 11/32" o holes o 0 0 0 11 /16" x 1-3/8" slots 8411 1 1II1II11 II 1111II I I I I I I I I I I 1 1 1 1 i 1 I 1 I 1 I I I I I I II I I I 1I 11 1 1 I 1 I 1 III I I I I 1 I ,11 11 •: I I I I II I II I I III I I 1 I T III I IIIII I I I I I I I III1I I I I I 1 I 1 1 I I 1 II11II I 1 111 I II III II II II 1 I11 1 1 II I 1 I 1 1II I I I I I II I II I II II II I II I I 1 I II I 1I I II II I 1I I I I I I 1 I I I III I 1 I I I III I I 1 I I I I I 1 I I II I III i I 1 I III I I I I I I I I 1 I I I 1 1 I I 1 1 I I I III I I I I I I 1 I I III I IIIIIII I I I I I i 1 I I iIIIIII I I I I I IIIIIII 1 1II 1 I I I I III I IIIII II I I I I IIII I III I 1I I II I I I I I I I I 1 I I I I 1 I E;ll I I I i I O 1 I I I I III I 1 I I I i II I I I II II1I I 1 i I I I I III 4 I I I 0 1i •.. I I I 1 I i I I I I I I I I III 1 I I I I I I I1I I I1 I I i I 1 I I 1 I 11 I I I I 1I I III I I I I III I I I I I 1I1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1II I I I I III I I I 1 I I I I I I I III I I I I I III I I II I I I 11:. T-------T Pedestrian Door Frame Strike Jamb 2-1/8" 4-3/16" 8-1 /4" ANSI A115.1 & 2 (4-7/8") Universal Strike Preparation 12 Gage Steel Reinforcement Welded to Jamb. 2-1 /2" 5/8' 1-15/16" FULLY REVERSIBLE -- Invert to change hand of jamb 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE 14 Gage Galy Steel head and Sill Jamb anchors -- welded one to each end of jamb Page 6.1 d Dominion Building Products Inc. g Technical Data 8-1 /4" Depth Kerfed 8-1-99 4-2-289100 (pkg/4) Screws and Nuts JAIL at h 5/16"-18 HHMS COMPONENT ASSEMBLE[ C 14 gage head anchor JAMB at sill 5/16"-18 Hex Nut K.D. Corner and Sill/Reversible Frame 14 gage sill anchor Page 6.1 e e i Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core Description 1. Slam Test 2. Twist or torque test 3. Acoustical properties 4. Insulation properties 5. Standard fire rating Must be installed in fire rated frame. WALK DOOR SYSTEM POLYURETHANE FOAM CORE PERFORMANCE TESTS Test Method ANSI A151.1-81 ANSI A151.1-81 ASTM E90-61 T ASTM C236 Mod. ASTM E152 Results 250,000 Cycles. Grade 1 without failure Max. deft. At 300# = .800" max. Permanent set = .029". STC rating of 26. U" factor = 0.067. R" factor = 14.97. Door is rated at 1-1/2" hours. class "B" label) 6. Paint performance ASTM B117 200 hrs. salt spray. ASTM D2247 500 hrs. humidity. Weatherometer 1000 hrs. CONFORMANCE TO NATIONALLY ACCEPTED SPECIFICATIONS AND STANDARDS Requirements Complies 1. ANSI/SDI 100 YES 2. RR-D-57513 YES 3. PBS 4-0810 YES 4. CS 242-62 YES 5. CEGS-08110 YES 6. NFGS-08110 YES 7. H-08-1, 08110 YES 8. ASTM D 1621 YES 9. ASTM D1622 YES 10. ASTM D 1623 YES 11. UL 1013/ANSI A2.2 YES 12. ANSI A115 YES 13. ANSI A156.7 YES 14. NFPA 80 YES 15. ASHRAE 90 YES (if weatherstripped) 16. ASTM D-2247 500 hrs. 17. ASTM B-117 200 hrs. 18. ASTM A-525 A-60 Coating Designation 19. ASTM A-366 Uncoated 20. PS-4-66 YES 21. CS-9-65 YES 22. ANSI A224.1-80 YES 23. ASTM C236 Mod. YES Performance and Conformance Data Page 5.2 ey Dominion Building Products, Inc. I Technical Data Insulated Door Leaf; Polyurethane Core Dim. A 3 Leaf Width A•- — 8-718" 33" 83-1/8" r- 4 B 33" i 8-1/4" A•- - ELEVATION "F" DESIGN 3/32 Dim. 5/32" Bottom skin Core I I Top skin SECTION BB Lite Kits Narrow Lite 6-5/8" x 36-5/8" 1O Vertical edge seams mechanically interlocked OSquare hinge and lock edges 4-1/2" x .134" full mortise hinge prep Gov. 160/161 cyl lock prep ...prefix VCR 1-3/4" jam— I a I 1/8" Bottom skin 2 C a Top '-'V co skin a Urethane 0 foam core o Detail "C" 3/4" SECTION AA Half -Glass 23-3/4" x 29-7/16" VREV N/H Insulated Door for RF Frames MATERIAL: Face sheets -- 20 gage, galvanized, smooth steel. 16 gage steel flush top channel and inverted bottom channel. 7 gage steel hinge reinforcements. Core is a rigid cell, foamed -in -place polyurethane with a 1.8 lbs./ft3 density conforming to ASTM D-1622. Insulating core is chemically bonded to all interior surfaces, completely seals unit, and provides total surface support. FINISH: BRONZE OR WHITE Top skin Inverted l Detail "C" Bottom skin Welded Page 5.1A Dominion Building Inc. Products, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 1/8 8.88 I I O0 8 o H co U) o z z F" of CD z w d< v z U — a.. O u z 2 O Q \ 2 D \ Q \ Cl) O CO z 5 o z 1 8.25 Finished Floor DOOR ELEVATION VERTICAL SECTION SINGLE SWING DOUBLE SWING 7 3/32 ACT LEAF WIDTH 5/32 3/32 ACT LEAF WIDTH ACT LEAF WIDTH 3/32 NOMINAL DOOR OPENING WIDTH NOMINAL DOOR OPENING WIDTH HORIZONTAL SECTIONS Conversion: 1" = 25.4 mm, e.g., 1-3/4" = 44.45 mm) OVERLAPPING ASTRAGAL Q7 SPLIT ASTRAGAL 07 OVERLAPPING ASTRAGAL Q7445144614461 FOR 1-3/4" THICK DOORS WITH OPTIONAL WITH WOOL -PILE INSERT FOR 1-3/4" THICK DOORS POLY -PILE INSERT STEEL f STEEL d ACTIVEV7IACTIVE INACTIVE ACTIVE L' INACTIVE ACTIVE ZZ/ 11 SNAP- ON ALUMINUM ALUMINUM COVER LISTED Construction Features Page 5.1 B Dominion Building Inc. Products, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 16 GAGE STEEL O VERTICAL EDGES OENDCHANNELS WELDED Epoxy Seal TO DOOR 1 MECHANICALLY Hairline FLUSH INTERLOCKED Seam HEMMED EDGES TOP AND BOTTOM ALSO AVAILABLE CHANNELS SEAMLESS (WELDED Inverted OR BODY FILLER) Bottom Channel optional) CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 OPTIONAL) CYLINDRICAL TYPE 12 GAGE STEEL CHANNEL ----"- ANSI All5.2) " 16" LONG 2-314" BACKSET HINGE 5 LOCK OPREPARATIONPREPARATION 4-1/2" X .134" GOV. 86-4 HIGH, STANDARD CLOSURE MORTISE TYPEORHEAVYWT. PLATES FULL MORTISE '; INCLUDED M ANSI a115.1) HINGE .; PREPS • ° 7 GAGE ; •; 2-3/4" BACKSET REINFT. °°° B) SIMILAR TO DETAIL ANSI A156.7 \ LESS FACE CUTOUT TEMPLATE > P) SIMILAR TO DETAIL NON -HANDED LESS ALL CUTOUT I J AND REINFORCEMENT j GLAZING TRIM ® GLAZING TRIM GLAZING TRIM 4831 (APPLIED) 4841 (APPLIED) FOR STANDARD FOR STANDARD FLUSH DOORS FOR ALL FIRE DOORS EMBOSSED PANEL DOORS 1/8" TEMPERED SAFETY GLASS SNAP -IN ALUMINUM BEAD o STEEL HIGH -IMPACT MOULDED POLYSTYRENE TRIM 0 3/8" WIDE 3/8" WIDE GLAZING GLAZING POCKET POCKET LISTED Construction Features Page 5.1 C 4f Iey Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core STANDARD SIZES NOMINAL DOOR OPENING WIDTH HEIGHT SINGLE DOUBLE 2'-0" 4'-0" 2'-4" 4'-8" 2'-6" 5'-0" 6'-8" 2'-8" 5'-4" 7'-0' 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" 3,-4" 6,-8" 8'-0.' X-6" 7'-0" 9'-0" 3'-8" 7'-4" 3'-10" 7'-8" 4'-0" 8'-0" SIZE LIMITS - DESIGNS CROSS FLUSH 6 8 BUCK DESIGN PANEL PANEL LITES MAX. 4090 4070 3070 3070 MIN. 2068 2668 2868 2868 E6 and E8 designs: mortise lock preparation limited to T-0" width, minimum. FIRE DOORS I LABELING AGENCY: WARNOCK HERSEY I TEST: ASTM E-152, UL10B, UBC 43-2 DESIGNS: F, G, N, V, E6, OR E8 RATING: (20 GAGE) HR, OR 1-1/2 HR. MAX. SIZE: 40 x 80 SINGLE 80 x 80 PAIR RATING: (18 & 16 GAGE) HR, 1-1/2 HR., OR 3 HR. MAX. SIZE: 40 x 90 SINGLE 80 x 90 PAIR MATERIAL PRODUCT SPECIFICATIONS: am 1-3/4" thick steel doors shall be as manufactured by Ceco Door Products, Milan, TN USA. Doors shall conform to the Steel Door Institute guide specification, ANSI/SDI 100-91; see chart below for performance classifications. VERSADOORS are made full -flush or (optional) seamless style. Faces sheets are commercial quality cold rolled steel conforming to ASTM A366 or A620 & A568... or (optional) hot -dipped galvanized steel conforming to ASTM A526 or A642 & A525 -- see chart below. Versadoor full -flush doors have mechanically interlocked, hemmed, hairline seams on vertical edges and have no visible seams on faces. Doors specified seamless" have no visible seams on faces or vertical edges. Face sheets are totally supported by a foamed -in -place polyurethane core. The core fills the entire door cavity and is chemically bonded to all interior surfaces. Density of foam exceeds 1.8 pcf and it has a crush strength of 3600 psf. The top and bottom door edges are closed flush by 16 gage steel channels welded in place. The bottom edge channel can also be installed inverted (optional). Hardware Provisions: Hinge preparations are non -handed. Hinge edges are mortised for 4-1/2" high, standard and heavy weight hinges. 7 gage steel hinge reinforcements are welded inside the door edge and are drilled and tapped for fasteners in accordance with ANSI Al 56.7. Hinge closing plates are included. The lock edge is square and is prepared for Gov. Series 86 or 169/161 locks in accordance with ANSI Al 15 (specify which). Optional closer reinforcement is a 12 gage steel channel. Paint: 1-3/4" steel doors shall be provided with one coat of oven -cured neutral color primer paint. Primer coat shall conform with ANSI A224.1-1990 with the thickness of primer coat not being less than 0.7 mils. The primer coat is a preparatory base for necessary finish painting. "Colorstyle" finish coat is also available from a selection of standard colors (optional). Colorstyle finish is electrostatically applied, oven -cured urethane enamel. For accurate color selectors ask for a Ceco Colorstyle chart. DOOR FACE SHEETS GRADE C.R. GALV RECOMMENDED DOOR FRAME MATERIALA60G90 20 Gage Steel (4080 max.) Standard Duty STD OPT 16 Gage Steel 18 Gage Steel Heavy Duty STD OPT OPT 16 Gage Steel 16 Gage Steel Extra Heavy Duty STD OPT OPT 16 or 14 Gage Steel PERFORMANCE Core Thermal Characters: U Factor: 0.067 R Factor: 14.97 Sound Transmission STC 26 (F Design, 18 Gage Face Sheets, Class: ASTM E90-81 & E413-73 [Fully Operable]) Physical Endurance Meets ANSI A 151.1 Performance Test, 20 GAGE: Level B (500,000 Level: Cycles); 18 and 16: Level A (1,000,000 Cycles) Product Specifications R Page 5.1 D