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HomeMy WebLinkAbout3993 - 4200 Aviation Loop 07-1819, 07-1797, 07-1793 New construction Dephini industrial parkAv`ao°p Dloo /79 O?— /7g3 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: 4001 Aviation Loop Occur. Ch. Business Occupancy 42/ L. S. C. Storage 2003 F.F.P. C 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 p Reviewed by: Timothy Robles, Fire Marshal/plans ExamineVf)J_ 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 — NIA 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. U. 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" from 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, Fi. 32771 / P. O. Box 1788, Sanford, Fi. 32772 407) 302-2516 / 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 an color. 3 v 1 1 v a C4rA C 10 0") SwK vz.!t! < 1 jEwc- 14wc ?PLANS 'REVIEWEL) CITY OF $ANFOR WW DELPHIN BUILDERS 845 SUNSHINE LANE ALTAMONTE SPRINGS,FL. PROJECT: DELPHINI IND. PARK BEARDELL AVENUE SANFORD, FLORIDA JOB ID # AS71 8-40 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 / DESCRIPTI N: WIDTHS 60 LENGTH+ 100 HEIGHT: 18 /18 BUILDING DIMENSIONS ARE N MINAL. 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: 3 PSF (ROOF PANELS & PURLINS) COLLATERAL LOAD: 0 PSF ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD: 0 PSF BASIC WIND SPEED 110 MPH crrcutr '7nkfc. n IMPORTANCE FACTORS: WIND LOAD: 110 SNOW LOAD 0 SEISMIC LOAD 0 nruro I nnnc ROOF PANELS: COLOR, GALVALUME WALL PANELS: COLOR, Light Stone TRIM COLORS: CABLE: Forest Green CORNER: Forest Green EAVEi GalvaluMe Plus FRAMED OPENINGS: Forest Green LINER PANELS: COLOR, LINER TRIM: COLOR: SPECIAL NOTES: ALL STEEL BUILDINGS 161 COMPONENTS, INC. 10159 U.S. HWY 41 SOUTH GIBS NT N, FL, 33534 PH # 813-671-8044 FAX # 813-671-8602 ENGINEER'S N TES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMPORTANCE FACT R= 1,00 STORAGE BUILDING 3) THE EXPOSURE CATAGORY=C 4) INTERNAL PRESSURE COEFFICIENT = +/- 0.18 ENCLOSURE CLASSIFICATION: ENCLOSED 5) ALL STRUCTURAL STEEL: ASTM-A36 6) THE DESIGN WIND PRESSURE FOR C&C PER FBC TABLE 16062B BOLT TORQUE Description: Type: Torque: x 1' Bolt A325 105 foot pounds x I' Bolt A325 140 foot pounds x l' Bott A305 45 foot pound x 1' Bolt FN NECK 105 foot pounds x 2' Bolt A325 140 foot pounds. 4x 2' Bolt A325 250 foot poi s IV LINE FRAME LINE RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, BASE PLATES Column Reactions (k Frm Col Line Line Load Hmax V Load Id H in 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 0.040.8 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 Building reactions are based on the following building data: Width (ft) 60.0 Length (ft) 100.0 Eave Heght (ft) Roof Slope rise/12) 18.0 18.0 1.1.00 Laadl PdCollateral (P) ) 0.0 Roof Live Load ( 5 20.0 Forme Live Load 12.0 Wind Speed (mph 110.0 Wind Code FBC 04 Exposure B Closed/Open C Importance - Wind 1.00 Importance - Seismic 1.00 Seismic Zone A Seismic Coeff (Fa'Ss) 0.18 Id Description 1 DL+CL+LL 2 DL+1.3OWL1 3 DL+1.3OWR1 4 DL+1.3OLnWndL 5 DL+1.30LnWndR 6 DL+1.30WL1+1.30WS 7 DL+1.30WP+1.3OLnWndL 8 DL+1.30WR1+1.30WS ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, BASE PLATES Column Reactions (k------- Frm Line Col Line Load Id Hmax V load min V Anc. Bolt Base Plate (in) GroutHVmaxIdHVminNoD(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 8 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 B 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 0.010.0 2.1 8 2.0 2.3 BRACING REACTIONS, PANEL SHEAR t Reactions k ) Panel Wail-- Col Wind--- Seismic- Shear Loc Line Line Harz Vert Hart Vert Ib/ft) L_EW 1 46 - F-SW 0 2 ,3 4.0 2.6 1.1 0.7 R-EW 5 46 8-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 C MPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITI N FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 I / " 1 `1 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-MAILj zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718-40 DESKI: DRAFT: 1 CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS SANFORD. FLORIDA Q. 1'-V L(1' 12 1'-0' 1'h' 12 fRD UXA1ID w " OM Gm 1'-1 UPS- 1 1-1 JL4_ I V` ENDWALL FRAMING: FRAME LINE 1 cwro 104 0 cmu N O 1 1 I 1 1 1 1 O ep O m a_ caml. cowl 1 m p 1 ENDWALL SHEETING & TRIM: FRAME LINE 1 PNM_& 26 Go. R - UgM Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR 110 MPH WIND SPEED (W/ 3 SEC. GUST). HE 2006 SUPPLEMENT TO FBC2004 1 DAVID W. SMITH PE.#53608 d 5 _D 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 G-1 8X25Z16 3Y4" 20'-5 1 2" G-2 8X25Z16 22'-3 1/2" G-3 8X25Z16 22'-3 1/2" G-4 8X25Z14 20'-8" 3 ClGC3 4 ht 5 it D.W. SMITH,P,E,# 53608 FLORIDA PR FESSI NAL 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 EN_ OWALL FRAMING ID AS718-40 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: 2 20 07 SHEET OF ADDRESS SANFORD, FLORIDA OUT —TO —OUT OF GIRT LAPS EC-3 RFt-1 QI — — — HRFi-1 RF1-1 1-1 1'-1-- F--- EC-1 1 -1 3/4- 1 -1 3/4" SIDEWALL FRAMING: FRAME LINE A CBCIEC (Gutters with 5 downspouts) CBCICB CBCK)8 GSTRAP CBCI25 CBC CB Cq a I 1 I I I I CBCI21 11 N N N N tN N N N N sN N N N N Cl I I I I I I I I I I I I I I I 1 1 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R — Light Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO E IN COMPLIANCE WITH THE FLO DA BUILDING CODE 2004 EDITION FOR A 0 MPH WIND SPEED (W/ 3 SEC. GUST). E 2006 SUPPLEMENT TO FBC2004 P,5- 9 1-3/0 ? DAVID W. SMITH PE.#53608 c-1 IUG14 Z4-11 1/'Z E-2 10E14 24'-11 1/2" E-4 IOE14 24'-11 1 2" G-17 8X25Z14 26'-1 1" G-18 8X25Z16 26'-1 1/2- G-19 8X25Z16 27'-3 1/2 G-20 8X25Z14 26-1 1/2" G-21 8X25Z16 26'-1 1/2" CR-1 rRnrinn 7r1'-7 1 /1" 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-MAILS zephyr272gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK 10 AS718-40 PROJECT BEARDELL AVENUE ADDRESS SANFORD. FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: I DRAFT: CHECK: DATE 2/19/07 1 SHEET OF MT IAPs I 1 1 L-11 3 R1 +-4i I faff 12'-0' I 11'-0 I a 5-11 1/4' P 3•• M1-= 5 11 1 4' I Jl' 4' WMM am am r-w 4Oea¢ SUN SM FRONT 40mq WWW am am SIDEWALL FRAMING: FRAME UNE D GNhn eTh 5 ) a 16 0 n h i7 1 I I I I 1 1 1 I 1 1 1 I I I 1 I I 1 1 1 1 1 1 1 1 1 I 1 - O ©1 O O1 I O 1. tear,, ami. ami SIDEWALL SHEETING & TRIM: FRAME UNE D PMCSR 26 " R - UgM Stain I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION Z A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 i DAVID W. SMITH PE.#53608 DJ-3 8X25C16 11'-8" DJ-4 8X25C16 17'-1 1 4" DH-1 8X25C16 3'-3 1Y" DH-2 8X25C16 5'-10 3/4" DH-3 8X25C16 11'-11 1 DS-1 8X25C16 5'-10 3 4" E-1 1OE14 24'-11 1/2- E-2 10E14 24'-11 1/2 E-3 10E14 24'-11 1/2" E-4 1OE14 24'-11 1 2" G-8 8X25Z16 11'-1 1Y" G-9 8X25Z12 26'-1 1/2" G-10 8X25Z16 11'-2 3/4" G-11 8X25Z16 27'-11" G-12 8X25Z14 27'-11" G-13 8X25Z16 11'-11" G-14 8X25Z16 11'-3 1/4" G-15 8X25Z16 26'-1 1/2" G-16 8X25Z16 11'-0 3/4" R-1 rRn.W 3n'-7 1 /9" Z W11 CBCI17 4-1 1 L fi'-7 1 /Z" 3 CBC120 6'-7 1/2" 4 CBCI18 7'-1" 5 CBCI17 4'-0" 6 CBCI18 14'-2 1/2" 2 1 j1 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-MAIL, zephyr272gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-40 PROJECT BEARDELL AVENUE ADDRESS SANFORD. FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: I DRAFT: CHECK: DATE: 2/20/07 1 SHEET OF Product Category Roofing/Wall Exterior Doors Exterior Doors Exterior Exterior Doors Doors Windows Windows Product Category Roofing/Wall ALL STEEL BUILDINGS COMPONENTS) INC, 10159 U,S, HWY 41 SOUTH GIBSONTON, FL, 33534 PH # 813-671-8044 FAX # 813-671-8608 PRODUCT APPROVAL Sub Category Non—structural Metal Roo Roll —up Roll —up Swinging Horizontal Slider Fixed Sk_y light Sub Category Non—structural Metal Manufacture All Steel Builc U.S. door ANd Janus Interna- State of Florida Approval Number 11jul FL5687.2 ng Components FL891 Corporation FL2274 products FL2501 s Inc. FL394 Inc. FL395 FL# PDM 3953 MIAMI DADE NOA Manufacture All Steel Buildings /M.B.C.I. MIAMI DADE NOA Number 02-1016.04. I HEREBY CERTIFY THAT I HAVE D.W. SMITH P.E. REVIEWED THIS PLAN AND FIND IT TO FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608BEINCOMPLIANCEWITHTHE FLORIDA BUILDING CODE 2004 EDITION MECHANICAL ENGINEERING CONSULTANT2A110MPHWINDSPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC 2004 9909 vaLLASTON DRIVE-DADE CITY, FLORIDA 33525 DAVID W. SMITH PE.#53608 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27egte.net d` d% I PAGE OF PANEL SPECIFICATIONS W &'PBR' PANEL SPECIFICATIONS PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE GALVALUME AS MAUNFACTURED BY A.S.B.C.L, OR EQUAL. CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 80 OR GRADE 50. MINIMUM YIELD STRESS SHALL BE 80.000 KSI FOR GRADE 60 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 0.8500 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 SO 1.44 0.0541 0.1046 2.2236 0.0732 0.0763 2.2940 36' COVERAGE 1i. 3' 1 MFGR'S INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO PURLINS/GIRTS PLACE I - 12 x 1 1/2'SCREWR' L 'PBR' ROOF/ WALL PANEL IN EVERY FLAT FOR THESCREWDOWNPATTERNINTERMEDIATERUNS. MAXIMUMWINDSPEED150MPH , 3 SEC GUST PLACE SCREWS AS PER FBC 2001 EDITION PURLIN / GIRT SPACING PRnnIfrT APPRnvel a ci Sra72 BUTYL TAPE SEALER OPTIONAL) PLACE 1 - 12 X 3/4' STITCH SCREW IN THE PANEL LAP 12 X 3/4' SCREW EVERY 18' TO 24' TYP. PALL LAP 26 GA. 'PBR' L 'R' PANEL 12 X 1 1/2' SCREW 0 0 0 0 0 ra i 0 s'- 0 aq wax O 0 O 10 O O O O O IV- 24' rn. 0 0 0 0 0 0il 0 0 0 PLACE 2 - 12 x I 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 I' 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 PRODUCT APPROV 24' O.C. (MAXIMUM). AL 11 FL5687.2 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 19' 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 OO0r0 24' TYP. O O O. 0 0 10 0 0 0 0' O' 0 0 O W- 24' TYP. 0 0 0 0 O O o 0 0 0 0 0 O 0 0 0 30 LB. FELT PAPER PLACE 2 - 14 x I'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 GIBS NTON, 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 #: FL5687.2 Date Submitted: 11/08/2005 Product Manufacturer: All Steel Bull ding s/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@attsteet- bui(dings.com Evaluatlon/ 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 / 1 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 nstructions and Approved Details. Min. Slope 1/242. Coated steel panels identifiedas 'R or ' f01 use in Construction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 11 l I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE 4ZFLORIDABUILDINGCODE2004EDITIONL THE 2006 SUPPLEMENT TO FBC 2004 Pr J / -- - _- DAVID W.SMITH P.E. FLIMIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS CONSULTING ENGINEER 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 PM3`£: 352-521-0865 FAIL 352-521-0867 E-MAIL: zephyr272gte. net WF-1 WF-1 WF-1 WF-1 CF-2 CF-2 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 Z Z L 4" MONOLITHIC CONCRETE SLAB 3 i= 3.000 PSI. MIN. x Lo U- 3 CF-3 CF-3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN T 3 T 3 CF-2 CF-2 WF-1 WF-1 WF-1 WF-1 3 3 4 5 FOUNDATION PLAN I HEREBY CERTIFY THAT I HAVE D,W, SMITH,P,E,# 53608 REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). 2006 SUPPLEMENT TO FBC2004 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr278gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATION PLAN DAVID W. SMITH PE.#53608 ID AS718-33 DESIGN: DRAFT: CHECK: PROJECT BEAROELL AVENUE DATE: ISHEET OFI-01 ADDRESS SANFORD, FLORIDA FHIS BUILDING IS DESIGNED TO MEET FLORIDA BUILDING CODE 2004 EDITION FOR 110 MPH CONCRETE, L 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 k SLAB ON GROUND CENTERED FOOTINGS 3'SIDES & 3' BOTTOM GRADE BEAMS I k TOPS, 2' SIDES 3' BOTTOMS COLUMNS I ¢' STRUCTURAL SLAB 1' 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. CINISTRUCTION JOINTS SHALL BE LOCATED AS PER THE 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 M UEU OF WOVEN WIRE MESH. FOOTING NOTES: 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INTO PIER 15' (MIN 2 1/2' PROJECTION) x5'x3' 3000 PSI CONCRETE PIER WITH #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' PROJECTION) st A'—O'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 INTO PIER 15' (MIN 2 1/2' PROJECTION) 0'x3'-0'x2' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 5'-0" X 5'-0" X 36" 5 0 6" O.C. 2—LAYERS OF # 5 CF-2 4'-0" X 4'-0" X 36" 5 0 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 15' LONG BASE ANGLE TO BE FASTENED @ 24' O.C. W/ DRIVE PINS 3' HOOK (TYP) CF-2 TYPICAL F TER 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 r THICK ADHERED DIRECTLY TO THE FOUNDATION WALL 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. S. 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 IWjACCORDANCEWITHTHERULESANDLAWOFTHEFLORIDADEPARTMENT AGRICULTURE AND CONSUMER SERVICE. 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL P REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILE INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR d CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, BURIED WITHIN 15 FEET OF ANY BUILDING OR PR4 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). TH 2O06 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE153608 1—,Y-1 BE D.W. SMITH,P,E.# 3608 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-MAILj zephyr272gte.net NI PROJECT BEAROELL AVENUE DATE: SHEET OF ADDRESS SANFORD, FLORIDA Iey Dominion Building Products, Inc. I 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. NMI •• CERTIFICATIONS: Complies with ANSI A156.2, Series 4000, Grade 2, A115.2, A117.1, and UFAS. 530OL: F81-2, 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 900 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 eSi Dominion Building Products, Inc. Technical Data 2-1/2 8-1 /4" Depth Kerfed Dim. "B" 42" Dim. "A" 2-1 /2" 2-1/8" 4-3/16" 8-1 /4" 2-1 /2" 5/8" 1-15/16" 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„ 4819 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 1-5/16'1* Pi• 6" 1-5/8" I LU a. OI I 1 COPE 1-15/16 I I I, I, I, IIIIIIIIIIIIIIIIIIIII, IIIIIIitIIIIIII, 1IIIIIIII1, II; I11IIIII, I, II; IIIIIII 1IIIIIIIIIIIII I, II II , I, 1iII IIIIIIIIIIIIIJl O Pedestrian Door Frame Head 1-5/16" 2-1/8" Dim. A 2-1 /8" 8-1/4" NOMINAL SIZE Dim. "A" 3-0 41 " 4-0 53" 6-0 77" COMPRESSION TYPE 11 WEATHERSTRIP 2-1/2" 5/8" 1-15/16" MATERIAL: 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE Page 6.1b Iey Dominion Building Products, Inc. Technical Data I II 1 II I i II i I IJ I I I 1 I I I 1 1 I 1 1 I 1 1 I 1 1 I I 1 I 1 11 I 1 II I I II I I I I „ 1 I 1 I I I 1 II I I II I I I it 1 1 11 1 I 11 1 I la 1 1 I 1 1 1 , 1 , I 1 I I I I I I I I I III I I I I I I I I 1 I I 1 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 , 1 1 i 1 1 1 1 1 I I 1 I 1 I I • A 1 I li I I , I 11 1 I 11 I I 1 I I II I I i , I 11 1 I II 1 1 1 I 1 I 1 1 I 1 i I I 1 I I 1 1 1 1 1 t ; I I I 1 1 I 1 1 I 1 I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I 1 1 1 1 I I , I II 1 I II I I I I 1 I I I 1 1 II I II I 1 I I I I I I I I 8-1 /4" Depth Kerfed 11 /32" o holes O 0 0 0 11 /16" x 1-3/8" slots 5/8" 8 1 /4" 2-1 /8" 4-3/16" 1-15/16" 84" _ 1 I I •: I II I I II I II I I II I I II II III II I I 1 II III I II1 I 1 1 I I III I ,_• I 1 1 1 I, I I 11 I 1 I I 1111 I 11 p I I 1 II11 O I I I I I 1 11IIII 0 I I I I I 1 11 IIII11•; 11 I I I 1 11II II 1 II i 1 1 I I I I I 1 I I III IIO 1 I II 1 1 I 11 11 i II11 O O I i 11 I I III I I I I I III I I I 1 I I I I I I I I I I I 1 I I I I 1 1 11 I 1 I I I i1 I I I I IIII I I 1 II I I I I I I IIIIIIO 1 1 1 1 1 1 1111 1 i 11 1 1 11 I I I I 111II.1 1•,--- 1 I I I I I1 II I IIIIIIII I I II 1 I I 1 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 ICry Dominion Building Products, Inc. Technical Data 1 II 1 I II 1 I 11 I If 1III I I I 1 1 1 1 I 1 I I 1 I I I 1 1 1 I I 1 I I I I 1 I I 1 I I 1 I I I I I 1 I III I I I I I II 1 I 1 I 1 I I 1 1 I I 1 1 1 I 1 1 1 I I 1 1 I I 1 I I I I I I I I I 1 i I I I I I 1 I 1 1 1 1 I 1 1 I 1 1 I I , I I 1 I 1 I I I 1 1 I I I I 1 I I I I I 1 1 1 1 I 1 I I1 I I , I I I I I I I I I 1 J I I II 1 A I I 1 + 1 1 I I I II 1 I , I li 1 I 1 , I li I 1 I I I 11 I 1 1 1 I 1 I I 1 I I I I I I I I I I 11 1 I I I I I I 1 1 I , I , I I I I I I 1 I 1 I III 1 I I ; I 1 l I I I 1 1 I I I I I I I I I 1 1 I I I I I I I 1 I 1 , 1 1 I 1 1 1 1 I 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 I , I I 1 1 I 1 I I 1 1 I 1 I I I I I I 1 I I 1 I I I I I I I I 1 II 1 8-1 /4" Depth Kerfed 11/32" o holes o 0 0 0 11/16" x 1-3/8" slots 84" I l11-: I yl I I I 1 T II I I11 1 1 1 1 I 1 1 I 1 1 11 I I11 I II 111 1 1 II I I I 1 11 I II 1 111 11 1II II 1 I I I III I III11 I I I I 1 1 II I IIIII I 1 I I 1 I II II I I11II I I I I I I I IIII1 1 1 I I 1 1 1 1IIII1 I I I I I II I 1IIIII 1I IIIII II I I I I 1 I III I III 1 1 1 I II 1 1 I I 1 1 1 1 1 1 I I I I I 1 I 1I I III I I I I II I I 1 1 I I I III 1 I I 1 I II I III 1 1 1 1 II I I I11 1 1 I I I1 1 1 1 I I I 1 I II I 1 I II I I I 1 1 II I I 1 1 I I •; I 1 I 1 I I I I I 1 I 1IIII1lO 1 1 I I I , I I I I 1 1I1 1 I I 1 I I I I I I 1 1I1II L 1 1 1 I I IIIIlO I I 1 I I 1 1 I I I 1 I I 1 1 I I I11 1 1 I 1 I1 1 1 1l 1 I I II 1 1III I I I I I I 1 I I 1 1 I I 1 1 II I I I I I I II II I IIIII I I 1 1 I I II I I 1 I I III 1I I I 1I I I11 I I I I 11I t l I III I I I I 1 I 1 1 II I 1 1IIII 1 I I 1 1 1 II II 1 11 I I I I I 1II1 I 1 1II I I 1 I II 1 1 1 I I 1 1 1 I I 1 1II I I I I I11 I I I I I11II II 1 1 II 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" A: 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 ey Dominion Building Products, Inc. Technical Data 8-1 /4" Depth Kerfed 4-2-289100 (pkg/4) Screws and Nuts JAIL at h 5/16"-18 HHMS COMPONENT ASSEMBLE[ FBI 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 Iey Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core WALK DOOR SYSTEM 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. 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-575B 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 D1621 YES 9. ASTM D1622 YES 10. ASTM D 1623 YES 11. UL 10B/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 erformance and Conformance Data I Page 5.2 e i Dominion Building Products, Inc. Technical Data 7 Insulated Door Leaf; Polyurethane Core Dim. A 3 Leaf Width A!- — 8-7/8" 33" 83-1/8" r- B 33" j T 8-1/4" A- ELEVATION "F" DESIGN 3/32" Dim. "A" 5/32" Bottom skin Core Top skin SECTION BB Lite Kits Narrow Lite 6-5/8" x 36-5/8" 1O Vertical edge seams mechanically interlocked Square hinge and lock edges O3 4-1/2" x .134" full mortise hinge prep Gov. 160/161 cyl lock prep ...prefix VCR 1-3/4" 1/8" Bottom skin it i s IIh„ IIII c a Top c skin .5 Urethane O foam core `0 Detail "C" 0 SECTION AA Half -Glass 23-3/4" x 29-7/16" VREV N/H Insulated Door for RF Frames am 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 r Detail "C" Bottom skin Welded Page 5.1A Dominion Building Inc. g Products, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 1/8 8.88 I I ® 0 Y 8 < o 2 w M ( fw z Z f— z z a v g wa W 2 LL U — O z 2 o J J nL M J z Q Co(D 5 O z 1 8.25 Finished Floor DOOR ELEVATION VERTICAL SECTION SINGLE SWING DOUBLE SWING 7 3/32 f _ 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 SPLIT ASTRAGAL OVERLAPPING ASTRAGAL 7 4451 4461 4461 FOR 1-3/4" THICK DOORS WITH OPTIONAL WITH WOOL -PILE INSERT FOR 1-3/4" THICK DOORS POLY -PILE INSERT STEEL STEEL ACTIVE ACTIVE INACTIVE ACTIVE INACTIVE ACTIVE SNAP -ON ' ALUMINUM ALUMINUM COVER LISTED Construction Features Page 5.1 B BuildingDominionBuInc. gProducts, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 16 GAGE STEEL VERTICAL EDGES O END CHANNELS WELDED Epoxy seal TO DOOR MECHANICALLY Hairline FLUSH INTERLOCKED Seam HEMMED EDGES TOP AND BOTTOM ALSO AVAILABLE ri CHANNELS SEAMLESS (WELDED Inverted OR BODY FILLER) Bottom Channel optional) CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 OPTIONAL) CYLINDRICAL TYPE C) 12 GAGE STEEL CHANNEL --" ANSI A115.2) € 16" LONG 2-3/4" BACKSET HINGE O LOCK PREPARATION PREPARATION 4-1/ 2" X .134" GOV. 86-4 HIGH, STANDARD CLOSURE MORTISE TYPE OR HEAVYWT. ''' PLATES FULL MORTISE INCLUDED M) (ANSI a115.1) HINGE PREPS 7GAGE f 2-3/ 4" BACKSET REINFT. o°°± B) SIMILAR TO DETAIL ANSI A156. 7 LESS FACE CUTOUT TEMPLATE P) SIMILAR TO DETAIL NON -HANDED LESS ALL CUTOUT AND REINFORCEMENT 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 B D o STEEL HIGH -IMPACT MOULDED ALUMINUM f POLYSTYRENE 0 TRIM 3/ 8" WIDE 3/8" WIDE GLAZING GLAZING POCKET POCKET LISTED Construction Features Page 5.1 C Iey Dominion Building Products, Inc. I Technical Data I 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" 3'-6" 7'-0" 91-0" 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: 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 neutra 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) Specifications Page 5.1 D 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 9, 2007 Business Address: 3994 Aviation Loop Occur. Ch. Business Occupancy 42/L.S.C. Storage 2003 F.FP.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 ) . IFD!!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). 1.4Classification of Occupancy — Storage #42 F.F. P. C. 1.5 Classification of Hazard of Contents — Ordinary/6.2.2.2. * 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 1.6 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" from 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) 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 F) 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. 2,0 LAV I owc —e-11. 110 i4ulc oll a.1t gw C- 5#01f I ov eYel DELPHINI BUILDERS 845 SUNSHINE LANE ALTAMONTE SPRINGS,FL. PROJECT: DELPHINI BEARDELL SANFORD, JOB ID # AS71 8-32 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: ROOF PANELS: GALVALUME COLOR, WIDTHi 60 LENGTH: 100 HEIGHT, 18 /18 BUILDING DIMENSIONS ARE ROMINAL. REFER TO PLANS). WALL PANELS: THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED COLOR, Light Stone AND APPLIED AS REQUIRED BY 1 FBC 04 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY TRIM COLORS: WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. CABLE, Forest Green ROOF DEAD LOAD; 3 PSF (ROOF PANELS & PURLINS) CORNER Forest Green COLLATERAL LOAD, 0 PSF EAVE, Galvalume Plus ROOF LIVE LOAD, 20 PSF FRAMED OPENINGS Forest Green ROOF SNOW LOAD, 0 PSF BASIC WIND SPEED, 110 MPH LINER PANELS: SEISMIC ZONE, A IMPORTANCE FACTORS, COLOR, WIND LOAD, 110 LINER TRIM: SNOW LOAD 0 SEISMIC LOAD 0 COLOR, OTHER LOADS SPECIAL NOTES: ALL STEEL BUILDINGS C NENTS, INC. 1015D U.S, HWY 41 SOUTH GIBS NT N) PL. 33534 PH # 813-671-8044 FAX # 813-671-8608 ENGINEER'S NOTES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMPORTANCE FACT R= 1.00 STORAGE BUILDING 3) THE EXPOSURE CATAGORY=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 1' 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 N I I A 0 0 00 3" 0 21 1 1u1 2" 1 1 1 2" 8" 1 EW DETAIL 1 —OA 2 Dii4a= 3/4" 0 0 00 0 0 3A 21 112112"8" See Plan EW DETAIL B Dia= 3/4" Dia= 3/4r 8" , OIO A 4" 2' 2' 8" See Plan SW DETAIL C n rn 2 3 4 0 0 @j A I A P'i1 l m QOB B 67r-r r X-4• iA 1 IAAas I U i 6M B B 6c7 A jj 410 Q1D 910 A t t 1 t t 4 1 7NT7NN I 1 in in 2' T • $ • T V lV 17 N 17 I 1 in in LIM U U ANCHOR BOLT PLAN Mm M Bon pw" 0 toU•-o• (ux.) U U I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE I COMPLIANCE WITH THE FLORIDA UILDIN CODE 2004 EDITION FOR A 110 M H WINDI VPEED (W/ 3 SEC. GUST). E 2 06 S MENT TO FBC2004 A yzv 1 DAVID W, SMITH PE.#5 608 10 D,WI SMITW,F kk 3608 FLORIDA PROFESSIONAL ENGR 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. PROJECT DELPHINI IND. PARK ID AS718-32 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS ANCHOR BOLT PLAN DESIGN: DRAFT: CHECK: DATE: I SHEET OF LINE ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, do BASE PLATES IV IV FRAME LINE RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, do BASE PLATES Column Reactions (k Frm Col Load Hmax V Load min V Anc. Bolt Base Plate (in) 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 c #t e ; rg t (ft) Roof SLoadlope ( psf rise/ 1D0.0 18.0/18.0 1.0L 1.02) Dead Collateral (Load (psf ) Roof Live Load (psf ) 0.0 20.0 Frame Live Load l sf ) Wind Speed (mph 12.0 110.0 Wind Code FBC 04 Exposure Closed/Open B C Importance - Wind Importance - Seismic Seismic Zone Seismic Coeff (Fo*Ss) 1.00 1.00 A 0.18 Id Description 1 DL+CL+LL 2 DL+1.30WL1 3 DL+1.3OWR1 4 DL+1.3OLnWndL 5 DL+1.30LnWndR 6 DL+1.30WL1+1.30WS 7 DL+1.30WP+1.30LnWndL 8 DL+1.30WR1+1.30WS Column Reactions (k Frm Col Load Hmax V Load min V Line Line Id H Vmax Id H Vmin 1 A 6 2.0 2.3 7 1.8 1.6 1 0.0 2.1 6 2.0 2.3 1 B 6 4.0 6.5 7 3.7 4.7 1 0.0 6.0 6 4.0 6.5 1 C 8 4.0 6.5 7 3.7 4.7 1 0.0 6.0 8 4.0 6.5 1 D 8 2.0 2.3 7 1.8 1.6 1 0.0 2.1 8 2.0 2.3 5 D 6 2.0 2.3 7 1.8 1.6 1 0.0 2.1 6 2.0 2.3 5 C 6 4.0 6.5 7 3.7 4.7 1 0.0 6.0 6 4.0 6.5 5 B 8 4.0 6.5 7 3.7 4.7 1 0.0 6.0 8 4.0 6.5 5 A 8 2.0 2.3 7 1.8 1.6 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 Harz Vert Harz Vert Qb/ft) L-EW 1 46 F-SW D 3 A 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 Anc. Bolt Base Plate (in) Grout No D(in) Wid Len Thk in) 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLADR A BUIL ING CODE 2004 EDITION FOR1 0 MPH IN PEED (W/ 3 SEC. GUST), T 2 PPLEMENT TO FBC2004 0D 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-MAILi zephyr27egte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718- 32 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: I SHEET OF ADDRESS SANFORD, FLORIDA F =Ddl IF BLBLHIG I GNRX MIA ANGLE aw PUR.N cam COLURN Bm S. A SCREW EMDNALL EI/DVALLRAFTER DOLT, 0.3' Coum BmNJAMB ALLo BOLTS, 0.5C BY L5v BOLTS, O x I' RAFTER IOLT, 0.Y BY rcTYP) NY L50'3D' I SMEVALL - A90T O ENDWALL GIRT ENDWALL GMTBASEmTM PLATE PLATE NOTE, FLANGE BRACES NAY BE PRESENT PLAN ELEVATION A2 ECTION THRU ENDWALL RAFTER E&W B1 ENDWALL RAFTER TO COLUMN C8 ENDWALL COLUMN TO WALL GIRT C@i4CTDON PLATE CORNER COLUMN TO WALL GIRT BASE PLATE FOR DOOR JAMB ENDVALLCOLUMN ENDVALLRAFTER o o BOLTS, W R x LIV CTYP)RRLDN GABLE BOLT, TYP. RAKE L5. x LD' EAVE STRUT Iy LE 012 S. A SCREW IOLTQS,p 1 O WASHER o O m URI BASE PLATE BOLTS, DY Pu TON gIGIA RAFTpt R N PLAN ELEVATION WALL GMT WELDED BOLTS, 0_S' lA' RY% BASE PLATE FOR ENDWALLE7COLUMNORDOORJAMB DRAFTER SPLICE AT SURFACE CHANGE G2 PLATE ENOVALL RAFTER. I7 EAVE STRUT TO ENDWALL RAFTERROOFPULDNTOINTO= FRAME RAFTER WALL GIRT Tn FRAME COLUMN EAWE STRUT GVE STRUT P8 CLIPS BOLT, my BY NA' JIAMjP.".n- gal DOOR JA)O CONBECTION PLATE OFRAMEoo. ---- O o PLATE O COLUMN N7ITENSION OF CDRECTION Dmt JAMB TOP FLANGE WALL G. SECTIM ELEVATION SIM HEADER SECTDBI ELEVATmI 10 EAVE STRUT TO RIGID FRAME K2 WALL GIRT TO DOOR JAMB SECTION ELEVATION L1 DOOR JAMB TO EAVE STRUT BUILT,Wx LWDOLTS, L6 SECTMM ELEVATION 0.w BY LA' CTYP) M1 DOOR HEADER TODOORJAMBTOWALLGIRT DOOR JAMB I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA B' DING CODE 2004 EDITION OR A 110 MI WIND SPEED (W/ 3 SEC. GUST). TH 20 S PPLEMENT TO FBC2004 DAVID W, SMITH PE153608 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 STRUCTURAL DETAILS ID AS718-32 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS SANFORD, FLORIDA SHOP CLAMP ON GABLE COLUMN OR RAFTER WEB GABLE HILLSIDE WASHER FLAT EYEBOLT WASHER SLOT IN WEB TO INSERT NUT HILLSIDE WASHER AND EYEBOLT 0 DIAGONAL CABLE, EYEBOLT END ANCHOR BOLTS SIDEWALL COLUMN BASE PLATE PLAN ELEVATION @ANCHOR BOLTS AT SIDEWALL COLUMN O O TOP BOLTS, SEE O O DRAWING FOR SIZE. O O'. -INTERMEDIATE BOLTS, THE LIMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. O O O O BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP R BOTTOM. BOLTED END PLATE CONNECTION AT BUILDING PEAK BOLTED END PLATE O O D-TOP BOLTS, SEE TOP FLANGE O O DRAWING FOR SIZE. O'. O INTERMEDIATE BOLTS, WEB THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. BOTTOM O O BOTTOM BOLTS, SEE FLANGE O O DRAWING FOR SIZE. U3O BOLTS FOR RAFTER TO COLUMN CONNECTION I HEREBY CERTIFY THAT I HAVE D,W, SMITN'',E,# 53608 QP PLAN AND FIND IT TO FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 5360E HEBEGACODENCEW2004ITHTEEDITION PROJECTS ENGINEERING CONSULTANT D SPEED (W/ 3 SEC. GUST). 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PPLEMENT TO FBC2004 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAID zephyr27Egte.net Q'/2-47 ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK STRUCTURAL DETAILS DAVID W. SMITH PE.#53608 ID AS718-32 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS SANFORD, FLORIDA 1.-0. 1. 2 LAP - ENDWALL FRAMING: FRAME LINE 1 114. rL 2 CBC121. CBG2, 111W-0 INE! ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. R — Ught Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO B IN COMPLIANCE WITH THE FLORI BUILDING CODE 2004 EDITION F R A 11 MPH WIND SPEED (WI 3 SEC. GUST). TH 006 SUPPLEMENT TO FBC2004 z l DAVID W. SMI H PE.#53608 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 3VG-1 8X25Z16 20'-5 1 2" G-2 BX25Z16 22'-3 1/2" G-3 8X25Z16 22-3 1/2" G-4 BX25Z14 20'-8" r—F RY)S71R n,—S 1 1 CBCI18 7'-0 1/2- 2 1 CBCI17 4'-0" CONNECTION PLATES FRAME LINE 1 0ID MARK PART 1 3 gCL121 CGC3 4 h1 5 it g C 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 AS718-32 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS ENDWALL FRAMING DESIGN: I DRAFT: CHECK: DATE: 2/19/07 1 SHEET OF w m GIRT LAPS 60'—W OUT —TO —OUT OF RAIB T 2 r --,— —,-- ly ffl Ml 1 V II 1 Ifl Ifl Ifl III M-1 M-L / L"-L F11.D LOCATED 307OHM DOOR I. 1'-1 3/1• 1'-1 7/C ENDWALL FRAMING: FRAME LINE 5 U:-J r-0• rl:" CK" 12 cea0+ CD C6CJD4 i I H • N • \ \ \ N • m 1 1 I I 1 ^ m1 1 °° o o 0 vI ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS 26 Go. R — Light Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN C MPLIANCE WITH THE FLORIDA ILDING C DE 2004 EDITION FOR A 110 M H WIN SPEED (W/ 3 SEC. GUST). THE 2 06 LEMENT TO FBC2004 DAVID W. SMITH PE.#5 608 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 3/ 0-1 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" 1-7 RY)571 R m —5 1 M" 2 yy1 3 CGC3 4 h1 5 i1 F L 0 s,Y e. DIW, 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. PROJECT DELPHINI IND. PARK ID AS718-32 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS ENDWALL FRAMING DESIGN: I DRAFT: CHECK: DATE: 2/19/07 1 SHEET OF SPLICE BOLTS Splice Quan ----- Bolt ----- Mark To Bot Int Type Dio Len SP- 1 4 4 0 A325 0.750 2.50 SP- 2 4 4 0 A325 0.750 2.00 vFLANGE BRACESi Both Sicles(U.N.) FBxxA(1) xx=Iength(in) A - L2x2x1/8 12 4 light Pond s sVH- 6 @ e = pond 2' W-0 Wr- -0Ur OF SM a RIGID FRAME ELEVATION FORM EUE2 3 4 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BU DING CO E 2004 EDITION OR A 110 MP IND S ED (W/ 3 SEC. GUST). T HIE 20 6 SUPPL NT TO FBC2004 Vv Z,Z2-a7 DAVID W. SMITH PE.#53608 PIECE MEMBER LENGTH RF1-1 W14x34 17-2 5 8 orl —9 wl r.11 9Q'-9 7 /12" 4N 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. PROJECT DELPHINI IND. PARK ID AS718-32 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS RIGID FRAME ELEVATION DESIGN: DRAFT: DATE SHEET OF K L s 1=1 iw i r-'- err ROOF FRAMING PLAN r-1 IuAzjLIt co -I Inc P-2 1OX25Z14 27'-3 1/2' P-3 IOX25Z14 26'-1 1/2' E-1 lOE14 24'-11 1/2' E-2 lOE14 24'-11 1/2' E-3 lOE14 24-11 1/2' E-4 10E14 24'-11 1 2' CB-2 CB0313 30'-8 1 2' CB-3 CB0313 27'-5 3/4' CB-4 CB0313 30'-11 3 4' 5 iz 0 V N i i o I I tg All V n+ 0 n+ o NII All n+ o i ROOF SHEETING aw PR I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN C MPLIANCE WITH THE FL RI' BUILDING CODE 2004 EDITION FOR A 11 MPH ND SPEED (W/ 3 SEC. GUST). T 20 UPPLEMENT TO FBC2004 DAVID W. SMITH PE*53608 7_,22 7 DIV SMITK 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 zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK ROOF FRAMING ID AS718-32 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: 2 19 07 SHEET OF ADDRESS SANFORD, FLORIDA GIRT LAPS I OF STEEL ry 1 I I eIEC-3 RF1-1 RF1-1 RF1-1 V-1 3 4/+' V-1 3 V-1 3[4} 1 -1 3/4' 1 -1 3/4' 1 -1 3/4' SIDEWALL FRAMING: FRAME LINE A cI io co of 00 I H EC-1 Gutters with 5 downspouts) CBCIEC CBCtECCBCICBBCBC108GSTRAPCBCI25CBCICBB N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I 1 I r 1 I 1 II CBC121 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R — Light Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN MPLIANCE WITH THE FLORIDA BUILDING CO 2004 EDITIIIN 2 A 110 MPH WIND SP (W/ 3 SEC. GUST), THE 200 SUPP E E T TO FBC2004 Vv DAVID W. SMITH PE453608 7'22-v, L-1 E-3 IULI4 1OE14 L4-11 ILL 24'-11 1/2" E-4 10E14 24'-11 G-17 8X25Z14 1'2' 26'-1 1 2' G-18 8X25Z16 26'-1 1/2- G-19 8X25Z16 27'-3 1/2" G-20 8X25Z14 26'-1 1/2" G-21 8X25Z16 26'-1 1/2' CR_1 Clan ln'_7 1 /9' 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 DELPHINI IND. PARK SIDEWALL FRAMING ID AS718-32 DESIGN: I DRAFT: CHECK. PROJECT BEARDELL AVENUE DATE: 2/19/07 1 SHEET OF GIRT LAPS 11 O O m O l it 9 II l c1 .1 l• . f FI 1 •9 f If I CIIflHul n flu, O 41 II ills. fl u ' 40M WNL= STORE FAOFR 4=Q 111M M ff '-f GLASS ENIR,' X-C I 5'-11 1/4' Ir-L 3-4'Z'- 5'-11 1/4' j'-4- 11'-e t tY-o' r-'— ve IV]-1 SIDEWALL FRAMING: FRAME LINE D Gf m an 5 ""waft) IR1-1 4060HZ WW M sm FRONT 406M WN M EI'rl GLASS OM I2' Cl 5'-11 1/4' '-113'-4', 2'-d 5-11 1/4'-!.3'-4' 4-- b i.l O h O 1•I O In 7 N lV jjyy N jjyy lV N lV lV N N N N V N N V N N N N lV lV N N N N lV V ' 1 1 I 1 I 1 1 1 1 1A 1 I 1 I^ h w11.- 111 A IIrl 1 77 1`. O O O O O cowl, coml, coml. mmi SIDEWAU_ SHEETING do TRIM: FRAME UNE D Mal- - 26 Gm R - Lght Stan I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION YFOR A 0 MPH IND SPEED (W/ 3 SEC. GUST). THE 200 UPPLEMENT TO FBC2004 es DAVID W. SMITH PE.#53608 2 '22'`' 7 DJ-3 8X25C16 11'-8" DJ-4 8X25C16 1T—I 4" DH-1 8X25C16 3'-3112 " DH-2 BX25C16 5'-10 /4" DH-3. BX25C16 11'-11 1 2" DS-1 8X25C16 5'-10 3 4" E-1 10E14 24'-11 1/2" E-2 lOE14 24'-11 1/2 E-3 lOE14 24'-11 1/2" E-4 10E14 24'-11 1 2" G-8 8X25Z16 11'-1 1 4" G-9 8X25Z16 26'-1 1/2" G-10 8X25Z16 11'-2 3/4` G-11 8X25Z16 11'-11" G-12 8X25Z16 27'-11" G-13 8X25Z14 27'-11' G-14 8X25Z16 11'-3 1/4" G-15 8X25Z12 26-1 1/2" G-16 8X25Z16 11'-0 3/4" ra-1 ran m n'-7 1 /1" I 2 4ukll 10 CBCI17 4-1 I/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 " 3 CL110 4 CL100 5 CL150 D.W, SMI-rVP,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. PROJECT DELPHINI IND. PARK ID AS718-32 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: I DRAFT: DATE: 2/19/07 1 SHEET OF ALL STEEL BUILDINGS COMPONENTS)INC, 10159 U,S, HWY 41 S UTH GIBS NT N, PL. 33534 PH # 813-671-8044 FAX # 813-671-8602 PRODUCT APPROVAL Product Category Sub Category Manufacture State of Florida Approval Number Roofing/Wall Non-structural Metal Roofing All Steel Buildin s MBCI FL5687.2 Exterior Doors Roll -up U.S. door ANd Building Components FL891 Exterior Doors Roll -up Janus International Corporation FL2274 Exterior Doors Swinging o F12501 Exterior Doors Horizontal Slider Jacobson Window Co. Inc. FL394 Windows Fixed Jacobson Window FL395 Windows Sky light Sunsky FL# PDM 3953 MIAMI DADE NOA Product Category Sub Category Manufacture MIAMI DADE NOA Number Roofing/Wall Non-structural Metal Roofing All Steel Buildin s M.B.C.I. 02-1016.04 I HEREBY CERTIFY THAT I HAVE D,W. SMITH P.E. EVIEWED THIS PLAN ND FIND IT TO FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 IPLH THE O B AIBUILDING N CONACOE W2004 EDITION MECHANICAL ENGINEERING C NSULTANT A 10 MPH WIND SP ED (W/ 3 SEC. GUST). 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525TE2006SUPPLE5TOFBC2004 PHONEI{ 352-521-0865 FAXK 352-521-0867 E-MAIL- zephyr272gte.net DAVID W. S H PE.#53608 Z'2Z v, PAGE F PANEL SPECIFICATIONS R' 6 'PBR' PANEL SPECIFICATIONS PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE GALVALUME AS MAUNFACTURED BY AS.B.C.1., OR EQUAL, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 80 OR GRADE 50. MINO" YIELD STRESS SHALL BE 80,000 KSI FOR GRADE 80 AND 50.W0 KSI FOR GRADE 50. SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixs Sxe MsxC Ixe Sxe Mexc GAUGE KSI PS IN.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 0.85DO 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' - yl -i I- , a' k 3' MFGR'S INSTALLATION INSTRUCTIONS R' & 'PBR' ROOF/ WALL PANEL FOR ATTACHMENT TO PURLINS/GIRTS SCREW DOWN PATTERN MAXIMUM WIND SPEED 150 MPH , 3 SEC GUST FBC 2001 EDITION PRODUCT APPROVAL # FL5687.2 BUTYL TAPE SEALER OPTIONAL) PLACE 1 - 12 X 3/4' STITCH SCREW IN THE PANEL LAP 12 X 3/4' SCREW EVERY IB' TO 24' TYP. PANEL LAP 26 GA. F BR' & 'R' PANEL 12 X 1 1/2' S^ Z PURLIN/GIRT (5-0' O.C. MAX FOR ROOF) MFGR'S INSTALLATION INSTRUCTIONS R' L 'PBR' ROOF PANEL FOR ATTACHMENT TO WOOD SUBSTRATE SCREW DOWN PATTERN MAXIMUM WIND SPEED 130 MPH , 3 SEC GUST FBC 2001 EDITION PRODUCT APPROVAL # 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 18' TO 24' 12 X 3/4' SCREW jil\- TYP. PA EL LAP 26 GA. 'PBR' PANEL -;'-\ F 14 X 1'SCREW i30 L.B. FELT PAPER r4' I PLACE 1 - 12 x 1 1/2'SCREV IN EVERY FLAT FOR THE INTERMEDIATE RUNS. PLACE SCREWS AS PER PURLIN / GIRT SPACING 0 0 0 0 0 0 o o s'-oNx LO0 0 0 0 0 0 0 0 19'-24' TYP. O O O 0 O 0 0 0 0 P0 0 PLACE 2 - 12 x I 1/2'SCREWS IN EVERY FLAT ALONG THE EAVE & PEAK. PLACE I - 14 x I' SCREW IN EVERY FLAT F13R THE INTERMEDIATE RUNS, PLACE SCREWS EVERY 24' O.C. (MAXIMUM). o 0 0 0 0 0 0 0 0 r o 24' TYP. 10.. O O 0 0: 0. 0 0 O 0 0 0 0 18-24' TYP. 0 0 0 0 o O' O' O o O O O 0 O O 0 PLACE 2 - 14 x V SCREWS IN 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 ? Application #: 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 Standard Year ASTM A653 1973 ASTM A653 1973 Application Status: Approved ' Date Validated: 04/05/2004 Date Approved: 04/21/2004dft Page: Page 1 / 1 App/Seq # Product Model # or Name Model Description Limits of Use ' 8 677.1 'R' or 'PBR' Panel 'R' or 'PBR' 26 Gauge Galvalume and Painted Galvai Per Mfg. Installation Instr ctions and Approved Details. Min. Slope 1/2:12. Coated steel panels Identified as 'R "or-PBR' fr use in Construction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 EXISTING ROOF SUBSTRATE OUT-TO-M OF WF-1 WF-1 WF-1 WF-1 CF-2 CF-2 CF-1 CF-1 CF-1 T 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN CF-3 CF-3 oM cZ 3 a 4" MONOLITHIC CONCRETE SLAB CD x to = 3.000 PSI. MIN. a U- 3 Lo_ CF-3 CF-3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN kCF-2 I LA_ CF-2 WF-1 WF-1 WF-1 WF-1 i4P 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 CONSULTANT FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525TH2O06SUPPLEMENTTOFBC2004 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr272gte.net J ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATION PLAN DAVID W. SMITH PE.#53608 ID AS718-34 DESIGN: I DRAFT: CHECK. PROJECT BEARDELL AVENUE DATE: I SHEET OF ADDRESS SANFORD, FLORIDA FHrS 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 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. S. 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 INTO PIER 15' (MIN 2 1/2' PROJECTION) I 'x5'x3' 3000 PSI C NCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3" HOOK (TYP) CF-1 TYPICAL FOOTER DETAIL T L- 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PROJECTI N) 4'-0'x4'-0'x3' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 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'-0" X 5'-0" X 36" 5 0 6" O.C. 2-LAYERS OF # 5 CF-2 4'-C X 4'-0" X 36 5 @ 6" O.C. 2-LAYERS OF # 5 CF-3 3'-0" X 3'-0" X 2,C 5 ® 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 15' 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' 3' HOOK (TYP) CF-2 TYPICAL FOOTER 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 SMALL 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 8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. S. 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 CELL CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSE® 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). YDAVID 2006 SUPPLEMENT TO FBC2004 W. SMITH PE153608 D.W. SMITH, ' FLORIDA PROFESSIONAL I ;eWaul E NUMBER 53608 PROJECTS ENGINEECONSULTANT 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 OELPHINI IND. PARK FOUNDATION PLAN ID AS718-32 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: I SHEET OF 13 ey Dominion Building Products, Inc. I Technical Data 5300L Series Standard Duty Cylindrical Locksets SPECIFICATIONS: DOOR THICKNESS: 1-3/4" and 1-3/8" BACKSET. 2-3/4" 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. 09 CERTIFICATIONS: Complies with ANSI A156.2, Series 4000, Grade 2, A115.2, A117.1, and UFAS. Augusta AU Cold Forged. 530OL: F81-2, 160A ...Entrance Either lever operates ltchbolt (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 8-1 /4" Depth Kerfed 2-1/2 it I - a 33" 84" 33" a I L.. Dim. "B" 42" 2-1 /2 Dim. "A" 2-1/2 2-1/8" 4-3/16" 8-1 /4" 2-1 /2" 5/8" 1-15/16" 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„ 4899 72„ Dim. "B" 41„ 53" 77„ e 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 COPE 1-15/16 2-1 /8" strian Door Frame Head OR k 2-1 /8" 4-3/ 16" 8-1/4" NOMINAL SIZE Dim. "A" 3-0 41 " 4-0 53" j6-0 77" COMPRESSION TYPE WEATHERSTRIP 2-1/2" 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 I II I I II 1 11 1IIJI I I 1 I I 1 1 1 1 1 1 I 1 1 I I I I 1 I 1 I I I I 1 1 I 1 1 I I 1 I I I I 1 1 I I I I I I 1 I I I I I I I I 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 I 1 I 1 I 1 I I 1 I 1 1 1 1 I 1 1 1 I I 1 , I 1 1 I I I I I I I I I I I I I I I I I I 1 I , 1 1 1 1 1 I 1 1 I I 1 I I 1 I I I I I I I I I I I I I I I I I I I 1 J I II I II I II I I i A I I 11 1 I IIIII I II I I li I I I 1 I 11 I I 11 I I , t I I 1 1 I I I I 1 I 1 I 1 I I I I I I I I I I I I I I , 1 I I I I I I I I II 1 I I I I I I 1 I I 1 1 , I 1 1 I 1 1 I I 1 I 1 1 I r I I I I I I I I I I I I I 1 I I I I 1 1 , I 1 1 I 1 1 1 I I IIII 1 IIII I I 1 1 1 II RM 8-1 /4" Depth Kerfed 11 /32" o holes O O O O 11 /16" x 1-3/8" slots 84" 11 I I 1 I III11III I I I I 1 I II T I111111II II IIIIIIIIII 11 1 1 I I r I I 1 II 1 III11II11I II I II I I1I I I 1 1 1 1 I IIIII I I I I I I 1 1II1I 1 1 I I I I I I I 1 r 11 I I11II I 1 I I I 1 1I1r1 1 1rlIIIIII11 I 1 I I I I I I I I I 1 1 111111111II I I I r1I 1 111 r I I I I I I I I 1 1 1 I I11 I I11 I II I I1 I II1 I1 1IIIIIII II I I I I I I II 1 111II11II I IIIIIIII I 1 I 1 1 I I I II I I I11II1Ir II I II I lrl 1 I I IIII I I I II I I 1 IIII 1 •; I I I I I 1 I 1I I I 1 I 1 I1lO I I I II 1 I I 1 I 1I 1r11111II1III j II 1 I I I 1 I I I I 1I 1 1II1I1I 1 I r I1I 1 O I I I I II I II 1 I I 1 1 11II 1 1IIII I III I I I I I 1 I I I I r II111 I III I I I I 1 1 I I I I I I 1 1 1 I I 1 I III11IIIIIIII I I I I I I I I I I I 1 I I 1 11111II11IIIIIII I IIIII 1 1 1 I 1 1 1 1 I I III11 I I I 1 I I I I 1 1 I I I 1 1 I I I1II I III I I I 1 I I 1 1 I I I I 1 I III 1 I 1 Ir I III I II, I I I I 1 1 III II 1 I 1 strian 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" 68-11 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. 8-1 /4" Depth Kerfed 4-2-289100 (pkg/4) Screws and Nuts JAN at h COMPONENT ASSEMBLE[ 5/16"-18 HHMS 791 14 gage head anchor JAMB at sill 5/16"-18 Hex Nut Corner and Sill/Reversible Frame Technical Data 14 gage sill anchor Page 6.1 e ICry 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 E 152 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 D1621 YES 9. ASTM D 1622 YES 10. ASTM D1623 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 rmance and Conformance Data I Page 5.2 e j Dominion Buildin g Products, Inc. Insulated Door Leaf; Polyurethane Core Dim. A 3 Leaf Width A — 8-7/8" 33" 83-1/8" r - 4 B 33" 1 8-1/4" A- ELEVATION "F" DESIGN Dim. "A" 3/32' Bottom skin 5/32' Core j I Top skin SECTION BB Lite Kits Narrow Lite 6-5/8" x 36-5/8" 1O Vertical edge seams mechanically interlocked Square hinge and lock edges 3 4-1/2" x .134" full mortise hinge prep Gov. 160/161 cyl lock prep ...prefix VCR 1-3/4" I 1/8" Bottom skin 0 Top skin Urethane O foam core `o0 Detail "C" o It 3/4" SECTION AA Half -Glass 23-3/4" x 29-7/16" N/H Insulated Door for RF Frames C0 Technical Data 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 r 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 Y 8 a o 2 U M W Z z Q z LLJ \ d U a O LL z 2 O Q Q I- U \ M z Q 5 v it o z 1 8.25 Finished Floor DOOR ELEVATION VERTICAL SECTION SINGLE SWING DOUBLE SWING 7 3/32 L ACT LEAF WIDTH ACT LEAF WIDTH5/32 3/32 ACT LEAF WIDTH i 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 Q SPLIT ASTRAGAL OVERLAPPING ASTRAGAL T 4451 4461 4461 FOR 1-3/4" THICK WITH WOOL -PILE FOR 1-3/4" THICK DOORS WITH OPTIONAL INSERT DOORS POLY -PILE INSERT STEEL f STEEL ACTIVE [ACTIVE INACTIVE ACTIVE11F SNAP -ON ' ALUMINUM INACTIVE ACTIVE ALUMINUM COVER LISTED nstruction Features Page 5.1 B Dominion Building u g Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 16 GAGE STEEL O VERTICAL EDGES END CHANNELS WELDED Epoxy Seal TO DOOR 1 FLUSH MECHANICALLY Hairline + INTERLOCKED Seam TOP AND HEMMED EDGES BOTTOM CHANNELS ALSO AVAILABLE SEAMLESS (WELDED Inverted OR BODY FILLER) Bottom Channel optional) CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 OPTIONAL) CYLINDRICAL TYPE 12 GAGE C) STEEL CHANNEL "---"" ANSI A115.2) o 16" LONG 2-3/4" BACKSET HINGE O LOCK PREPARATION PREPARATION 4-1/2" X .134" GOV. 86-4 HIGH, STANDARD CLOSURE OR HEAVY WT. PLATES MORTISE TYPE ' FULL MORTISE '' INCLUDED M) (ANSI a115.1) HINGE , • PREPS 7 GAGE 2-3/4" BACKSET REINFT. a°Y B) SIMILAR TO DETAIL ANSI A156.7 LESS FACE CUTOUT TEMPLATE P) SIMILAR TO DETAIL NON -HANDED LESS ALL CUTOUT J J AND REINFORCEMENT 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 r TRIM 0 3/8" WIDE 3/8" WIDE GLAZING GLAZING POCKET POCKET LISTED truction Features Page 5.1 C Iey Dominion Building Products, Inc. I 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" 3'-6" 7'-0" X-8" 7'-4" X-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 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: Him 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 I OPT 16 or 14 Gage Steel PERFORMANCE Core Thermal U Factor: 0.067 Characters: 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) t Specifications Page 5.1 D 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 11, 2007 Business Address: 3986 Aviation Loop Occur. Ch. Business Occupancy 421L.S.C. Storage 2003 F.F.P-C Business Name: Delphini Industrial Park Ph. (407) 532-8522 FAX (407)327-0227 Contractor: Delphinine Builders Ph. (407) 327-7700 Engineer: American Civil Engineering Ph. (407) 532-8522 FAX (407) 32 7-022 7 Phone (407) 327-7700 Fax (407) 327-0227 y a. Reviewed [] 1 Re' cted [] Reviewed by: Timothy Robles, Fire MarshaUplans 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). 1.4Classification of Occupancy — Storage #42 F.F.P. C. 1 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 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 ner NFPA 10 — THREE (3) 4A60 rated fire extinguishers required in this building mounted at 36" from 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) 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 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 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. ell 0*1 01 w% owc HUM ii oe tio C(o Wl 0, w C. a 101 4 f DELPHINI BUILDERS 845 SUNSHINE LANE ALTAMONTE SPRINGS,FL. PROJECT: DELPHINI BEARDELL SANFORD, JOB ID # AS718-31 ND. PARK AVENUE FLORIDA APPROVAL OF A.S.B.C.I. DRAWINGS INDICATE THAT A.S.BC.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.L ARE THERESPONSIBILITYOFTHECONTRACTORSANDENGINEERSOTHERTHANA.S.B.C.I. UNLESS SPECIFICALLY INDICATED. BUILDING LOADS / DESCRIPTION: ROOF PANELS: COLOR: GALVALUME WIDTH: 60 LENGTH: 100 HEIGHT: 18 /18 BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). WALL PANELS: THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED COLOR: Llaht StoneANDAPPLIEDASREQUIREDBY : FBC 04 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY TRIM COLORS: WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. CABLE: Forest Green ROOF DEAD LOAD: 3 PSF (ROOF PANELS & PURLINS) CORNER: Forest Green COLLATERAL LOAD: 0 PSF EAVE: Galvalurle Plus ROOF LIVE LOAD: 20 PSF FRAMED OPENINGS: Forest Green ROOF SNOW LOAD: 0 PSF BASIC WIND SPEED: 110 MPH SEISMIC ZONE: A LINER PANELS: IMPORTANCE FACTORS: COLOR: WIND LOAD: 110 LINER TRIM: SNOW -LOAD 0 SEISMIC LOAD 0 COLOR: OTHER LOADS SPECIAL NOTES: ALL STEEL BUILDINGS COMPONENTS, INC. 10159 U:S, HWY 41 SOUTH GIBSONTON, FL 33534 PH # 813-671-8044 FAX # 813-671-8608 ENGINEER'S NOTES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMPORTANCE FACTOR= 1.00 STORAGE 3) THE EXPOSURE CATAGORY=C 4) INTERNAL PRESSURE COEFFICIENT = +/- ENCLOSURE CLASSIFICATION. ENCLOSED 5) ALL STRUCTURAL STEEL; ASTM-A36 6) THE DESIGN WIND PRESSURE FOR C&C PER FBC TABLE 1606,2B BUILDING off BOLT TORQUE Description: Type: Torque: x 1' 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 VA BE IN COMPLIANCE WITH THE ORIDA BUILDING CODE 2004 EDITION F 110 MPH WIND SPEED (W/ 3 SEC. GUST), 6 2OD6 SUPPLEMENT TO FBC2004 w PIVID W. SMITH PE.N53608 D.W. SMITH,P,E.# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE MKXR 53608 PROJECTS ENGINEERING CONSULTAI 9909 VALLASTON DRIVE -DARE CITY, FLORIDA 33523 ROE$ 332-521-0"3 FAX$ 352-521-0067 E-MAID zeon02 LINE ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, do BASE PLATES H IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, do BASE PLATES Column Reactions (k Frm Col Load Hmox V Load Hmin V Anc. BoltLineLine --- Id H Vmox Id H Vmin No D(in) 2 ' A 1 5.7 13.2 2 7.1 11.0 4 0.750 4 0.8 13.2 2 D 3 7.1 -11.0 1 5.7 13.2 4 0.7501 -5.7 13.2 5 0.8 13.2 2 • Frame lines: 2 3 4 NOTES FOR REACTIONS Budding reactions are based on the following building data: Width (ft) Length (IEaveHeighht 00 Roof Slope rise/12 ) Dead Load psf ) Collateral Load (psf ) Roof Live Load sf Frame Live Load sf Wiinndd Speed (mph Code Exposure Closed/Open Importance - Wind Importance - Seismic Seismic Zone Seismic Coeff (Fa'Ss) Id Description 1 DL+CL+LL 2 DL+1.30WL1 3 DL+1.30WR1 4 DL+1.3OLnWndL 5 DL+ 1 .3DLnWndR 6 DL+1.30WL1+1.30WS 7 DL+1.30WP+1.3OLnWndL 8 DL+1.30WR1+1.30WS 60.0 100.0 18.0 18.0 1.0 1.0 0.0 20.0 12.0 110.0 FBC 04 B C 1.00 1.00 A 0.18 IV Base Plate (in) Grout Wid- Len Thk in) 8.000 14.50 0.375 0.0 8.000 14.50 0.375 0.0 FRAME LINE Column Reactions (k Fnn Col Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin 1 A 6 2.0 2.3 7 1.8 1.6 1 0.0 2.1 6 2.0 2.3 1 B 6 4.0 6.5 7 3.7 4.7 1 0.0 6.0 6 4.0 6.5 1 C 8 4.0 6.5 7 3.7 4.7 1 0.0 6.0 8 4.0 6.5 1 D 8 2.0 2.3 7 1.8 1.6 1 0.0 2.1 8 2.0 2.3 5 D 6 2.0 2.3 7 1.8 1.6 1 0.0 2.1 6 2.0 2.3 5 C 6 4.0 6.5 7 3.7 4.7 1 0.0 6.0 6 4.0 6.5 5 B 8 4.0 6.5 7 3.7 4.7 1 0.0 6.0 8 4.0 6.5 5 A 8 2.0 2.3 7 1.8 1.6 1 0.0 2.1 8 2.0 2.3 BRACING REACTIONS, PANEL SHEAR f Reactions k ) Panel Wall-- Col wind--- -seismic- ShearLocLineLineHarzVertHarzVertIb/ft) L-EW 1 46F-SW D 3 ,4 4.0 2.6 1.1 0.7 R-EW 5 46B-SW A 3 ,2 4.0 2.6 1.1 0.7 Anc. Bolt Base Plate (in) Grout No D(in) Wid Len Thk in) 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0,250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.000 0.250 0.0 2 0.750 2.750 8.DDO 0.250 0.0 I HEREBY CERTIFY THAT I HAVE D,W, SMITH,P,E,# 53608REVIEWEDTHISPLANANDFINDITTOFLORIDAPROFESSIONALENGINEERLICENSENUMBER 53608BEINCOMPLIANCEWITHTHE FLORIDA BUILDING CODE 2004 EDITION PROJECTS ENGINEERING CONSULTANTORA110MPHWINDSPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 9909 WALLASTITN DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAID zephyr27@gte.net 0 ALL STEEL BLDGS. DELPHINI BUILDERS DAVID W. SMITH PE.#53608 PROJECT DELPHINI IND. PARK ANCHOR BOLT PLAN ID AS718-31 DESIGN: DRAFT: I CHECK: PROJECT BEARDELL AVENUE DATE: SHEET OF ADDRESS Az FORD, FLORIDA I'-# 12 R" U UM D0 " GOOK 15'-s 13'-4 GO t'-tUPS JL- t 3/1' t t jLl;— t yp. ENDWALL FRAMING: FRAME LINE 5 1'-W rt> 12 CBG21, CBC121 ENDWALL SHEETING do TRIM: FRAME LINE 5 PMC--x 26 Gm R - Li M Slane 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 V) p" nvv DAVID W. SMITH PE.#53608 v/ v 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 34" G-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" G-7 RY?r%719 n'—F i M" 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. PROJECT DELPHINI IND. PARK ID AS718-31 PROJECT I BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS ENDWALL FRAMING DESIGN: DRAFT: DATE: 2/19/07 1 SHEET CHECK: OF 100'—O" OUT —TO —OUT OF STEEL 0' 0" EC-3 RF1-1 i I RF1-1 RF1-1 GIRT 1'-1 3,4' LAPS 1 -1 3/ 4' 1 -1 3 1'-1 3/ 1 -1 3/4' 1 -1 3/4' SIDEWALL FRAMING: FRAME LINE A 0" of i I I' of I H EC-1 CBCIEC (Gutters with 5 downspouts) CBC 0 CBC108 GSTRAP COCI25El CBCIEC CBCIEB N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N = mV ^ ^ I I 1 1 I I I I I I I I 1 1 I I I I I I I I I 1 I I 1 I 1 I II CBCI21 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. R — Light Stone I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION F A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 IG DAVID W. SMITH PE.#53608 t-I E-3 IVt14 lOE14 Z4-11 l/Z 24'-11 1/2" E-4 10E14 24'-11 2" G-17 8X25Z14 26'-1 1 2" G-18 8X25Z16 26'-1 1/2" G-19 8X25Z16 27'-3 1/2 G-20 8X25Z14 26'-1 1/2qG-21 8X25Z16 26'-1 1/2 rR-1 rRnrm W-7 , M" 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 zephyr 272gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-31 PROJECT I BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: I DRAFT: CHECK: DATE: 2/19/07 1 SHEET OF GMT LAPS GLASS ENMY 40609 WPM EC-1SR1REPoiONf4060HZWUDCW cm f1TIR1' r-1 Syr SIDEWALL FRAMING: FRAME LINE D An wM 5 &.nwoub) rAaoa remlo rnrlx I7-VI S'-11 1 el'-11-Y-4' Y-11 5-11 r-1Jv r-I 7/P O_ O_ O I I O I I 7 I 1 I 7 1` 7 1 1 I I I I 6 1O O SIDEWALL SHEETING do TRIM: FRAME LINE D PM D S: 26 Cm R - 1+9M Stale I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION OR A 110 MPH WIND SPEED (W/ 3 SEC, GUST), THE 2006 SUPPLEMENT TO FBC2004 31 DAVID W. SMITH PE153608 DJ-3 BX25C16 11'-8" DJ-4 BX25C16 17'-1 1 4" DH-1 8X25C16 3'-3 1X2 DH-2 8X25C16 5'-10 3/4" DH-3 8X25C16 11'-11 1 2" DS-1 8X25C16 5'-10 3/" E-1 lOE14 24'-11 1/2" E-2 10E14 24'—i1 1/2" E-3 t0E14 24'-11 1/2" E-4 10E14 24'-11 1/ G-8 8X25Z16 11'-1 1 4" G-9 8X25Zi6 26'-1 1/2' G 10 8X25Z16 11'-2 3/4" G-11 8X25Z16 11'-11 " G-12 SX25Z16 27'-11" G-13 8X25Z14 27'-11' G-14 8X25Z16 11'-3 1/4* G-15 8X25Z12 26'-1 1/2 G-16 8X25Z16 11'-0 3/4" s—t r.Rrlsnn nl-7 1 /- I 2 VWI 10 CBC117 Y-1 I/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 j1 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-MAIL, zephyr27@gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK SIDEWALL FRAMING ID AS718-31 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE 2 19 07 SHEET OF ADDRESS SANFORD- R mmnA ALL STEEL BUILDINGS COMPONENTS, INC. 10159 U,S, HWY 41 SOUTH GIBSONTON, FL, 33534 PH # 813-671-8044 FAX # 813-671-8602 PRODUCT APPROVAL Product Category Sub Category Manufacture Roofing/Wall Non-structural Metal Roofing All Steel Buildings/MBCI Exterior Exterior Doors Doors Roll -up Roll -up U.S. door ANd Building Comp —on Exterior Doors Swinging Janus International Corporation Exterior Doors Horizontal Slider Ce o ominion Door Jacobson Window p.Loducts Co. Inc. Windows Windows Fixed Sky light Jacob on Window Co. Inc. Suns- MIAMI DADE NOA Product Category Roofinz/Wall Sub Category Non-structural Metal Roo Manufacture All Steel Buildings/M.B.C.I. State of Florida Approval Number FL5687.2 is FL891 FL2274 FL2501 FL394 FL395 FL# PDM 3953 MIAMI DADE NOA Number 02-1016.04 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT T BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC 2004 DAVID W. SMITH PE.#53608 1" D.W. SMITH P.E. FL RIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 MECHANICAL ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL- zephyr27Egte.net PAGE OF PANEL SPECIFICATIONS 7 R' &'PBR' PANEL SPECIFICATIONS PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE GALVALUME AS MAUNFACTURED BY AS.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 50,000 KSI FOR GRADE 50. SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixs Sxe MSXC Ixe Sxe Mexc GAUGE KSI PS IN.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 0.8500 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' y1' -1_ i• 4' MFGR'S INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO PURLINS/GIRTS PLACE 1 - 12 x I 1/2'SCREWR' & '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 PRnn::rT APPPnve: e n cc07.2 BUTYL TAPE SEALER OPTIONAL) PLACE I - 12 X 3/4' STITCH SCREW IN THE PANEL LAP 12 X 3/4' SCREW EVERY IB' TO 24' TYP. PANEL LAP 26 GA. 'PBR' & 'R' PANEL 12 X 1 1/2' SCREW 0 0 0 0 0 ro I o 5•-0 Euw1x 0 0 O LO O O 0 0 0 0 I9'-24' TYP. O 0 0 0 0 0 0 0 0 0 0 0 2 - 12 x 1 1/2, CREWSEPLACEVERYFLATALONGTHE Z PURLIN/GIRT (5'-0' O.C. MAX FOR ROOF) EAVE & PEAK. MFGR'S INSTALLATION INSTRUCTIONS PLACE I - 14 x V 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' O.C. (MAXIMUM). PRODUCT APPROVAL # F15687.2 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 IS' TO 24' 12 x 3/4• SCREW TYP. PA EL LAP 26 GA. 'PBR' PANEL 14 X V SCREW J 0 0 0 0 0 0 0 0 0 f o 24' TYP. 0 o 0 0 0 0 0 0 1B-24' TYP. 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 30 LB. FELT PAPER PLACE 2 - 14 x V SCREWS EXISTING ROOF SUBSTRATE IN EVERY FLAT ALONG THE SAVE & 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 #: FL5687.2 Date Submitted: 11/08/2005 Product Manufacturer: All Steel Bull clings /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 Standard Year ASTM A653 1973 ASTM A653 1973 Product Approval Method: Method 1 Option A Application Status: Approved 4 Date Validated: 04/05/2004 Date Approved: 04/21/2004 Page: Page 1 / 1 App/Seq # Product Model # or Name Model Description Limits of Use 677.1 'R' or 'PER' Panel 'R' or 'PER' 26 Gauge Galvalume and Painted GaIVaIume Per Mfg, Installation Instructions and Approved Details. Min, Slope 1/242. Coated st F panelsidentifiedas 'R or PER' for use in Construction Nos. 30, 54, 79, 104, 112, 161, 167, 184 and 542 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLD IDA BUILDING CODE 2004 EDITION 11HE 2006 SUPPLEMENT TO FBC 2004 DAVID W . SMITH P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS CONSULTING ENGINEER 9909 IIALLASTON DRIVE-DADE CITY,FLORIDA 33525 PHONE,352-521-0865 FAX,352-521-OB67 E-MAIL, zephyr2729te.net ETA wF-1 WF-1 WF-1 WF-i CF-2 CF-2 CF-1 CF-1 CF-1 3 i L- 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN CF-3 CF-3 0 i Zo Z U- 4MONOLITHIC CONCRETE SLAB a 3 x 3. 000 PSI. MIN. 3 CF- 3 CF-3 5 x 8'-0' 5 x 8'-0' #5 x 8'-0' HAIRPIN HAIRPIN HAIRPIN U- 3 U- 3 CF- 2 CF-2 WF- 1 WF-1 WF-1 WF-1 tA 3 4 5 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 53608 BEINCMPLIANCEWITHTHEFLORIDA BUILDI CODE 2004 EDITION PROJECTS ENGINEERING CONSULTANT FOR A 110 PH WI SPEED (WI 3 SEC. GUST). 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 oc E 2006 S PLEMENT TO FBC2004 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILi zephyr272gte.net ALL STEEL BLDGS. DELPHINI BUILDERS PROJECT DELPHINI IND. PARK FOUNDATM PLAN DAVIDW. SMITH PE.#53608 ID AS718-31 DESIGN: I DRAFT: CHECK: r V PROJECT BEARDELL AVENUE DATE: SHEET OF bADDRESSSANFORD. FLOMDA THIS BUILDING IS DESIGNED TO MEET FLORIDAIBUILDINGCODE2004EDITIONFOR110MPH CONCRETE, 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 i :t' SLAB ON GROUND CENTERED FOOTINGS 3'SIDES 6 3' BOTTOM GRADE BEAMS I J' TOPS, 2' SIDES 3' BOTTOMS COLUMNS 1 k 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 STRUCTRRAL 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. FlBERMESH MAY BE USED IN UEU OF WOVEN WIRE 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 F TER DETAIL 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT PIER 15' (MIN 2 1/2' PROJECTION) 44 0'x4'-0'x3' 3000 PSI CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 4' 3' HOOK (TYP) CF-2 TYPICAL F OTER DETAIL 5 HAIRPIN 3/4' DIA 8'-0' LONG) ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INTO PIER 15' (MIN 2 1/2' PROJECTION) 0'x3'-0'x2' 3000 PSII -- CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR FOOTING NOTES: MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 _ 5'-0° X 5'-0" X 3fr 5 0 6" O.C. 2-LAYERS OF # 5 CF-2 4'-0" X 4'-0" X 36" 5 0 6" O.C. 2-LAYERS OF # 5 CF-3 3'-O" 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 15' LONG BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS 3' HOOK (TYP) CF-2 TYPICAL F TER 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 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. 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST M, REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDIN INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR 0 E. CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, T BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PRO BRING. 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. GUSTX THE 2006 SUPPLEMENT TO FBC2004 DAVID W. SMITH PE.#53608 G,0 D.W. SMITH,P, ' n 6 0 8 FLORIDA PROFESSIONAL ENGINEERNJCENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr272gte.net BLDGS. DELPHINI BUILDERS DEU'HINI IND. PARK FOUNDATION PLAN AS718-31 DESIGN: I DRAFT: CHECK: BEARDELL AVENUE DATE: I SHEET OF SANFORD,__FLORIDA t Iey Dominion Building Products, Inc. Technical Data 5300L Series Standard Duty Cylindrical Locksets 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. R Augusta AU CERTIFICATIONS: Complies with ANSI A156.2, Series 4000, Grade 2, A115.2, All 17.1, and UFAS. 530OL: F81-2, 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."B" 42" Dim. "A" 2-1 /2" 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. i DOOR FRAME PACKAGE 3070 door opg. 4070 door opg. 6070 door opg. Dim. "A" 36„ 4819 72„ Dim. "B" 41„ 53„ 77„ Single Swing Frames/Non-Handed I Page 6.1 a n n- r ey Dominion Building Products, Inc. Technical Data 8-1 /4" Depth Kerfed 4) 11132" DIA HOLES 1-5/16 1-5/8" T—w ' a' O' 91 COPE 1-15/16 Pedestrian Door Frame Head 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 N ey Dominion Building Products, Inc. Technical Data IIII1 I Il I I I I I I I I I 1 I 11I, II11I 11IIIIIIIIIIII1111I111 ; II I I 11 I IJ11II i IiA1 111111II11IIII11111111II I I 1111 li I III1I, I1I I II I , I I ,I I ,1 1 I ,1 Ic I 11 tI :Y 1 11 I 11 1' 1 1 1 1 1 1 111 I I II ,I I ,I I ,I 8-1 /4" Depth Kerfed 11 /32" o holes 0 o O O 11 /16" x 1-3/8" slots 84" 1 8 1 /4" I 1 I I I I 1 I II II I II 11 1 1 11 I I III 11 I I I 1 1 I •'---1 1 1 1 II 11 •; I I I I 1 1 II O I I II 11 I I I I 1 II I II I I 11 III II I I 1 I IIIII I 1 I I I I I•---- I I 1 I 11 I I 11 I11 •, I 1 1 I I I I T-------T I:`--- 11' I 1 1 I1, I I 11 I r _ 1 ------- - 2-1/8" 4-3/16" 8-1/4" 3) 4-1/2" x .134" ANSI A156.7 Hinge Preparations -- 7 Gage Steel Reinforcements welded to jamb 2-1 /2" ME-4 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 Pedestrian Door Frame Hinge Jamb I Page 6.1 c I Iey Dominion Building Products, Inc. Technical Data I II 1 I II I I Il1 1 I I I 1 I 1 I I 1 1 I 1 I I 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I r 1 1 I 1 r 1 1 1 1 1 1 I 1 1 1 1 I 1 1 I 1 I 1 I I 1 1 1 1 I I I I I 1 I I 1 I 1 I I 1 I I I I I 1 1 I 1 I I 1 I 1 I I 1 1 I I 1 I 1 I 1 I 1 1 t 1 1 1 1 I I 1 I 1 1 I I 1 I I 1 I I 1 I I , I 1 I I 1 I I 1 I I 1 I I 1 I 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I I I I I 1 I J 1 1 II I I II I I I I 1 II I 1 II I 1 , I I 1 1 I I I 1 I I 1 1 I 1 I I I 1 r 1 I 1 I I r 1 I I1 1 1 I I I I I I 1 I I I I 1 I I 1 I I 1 I I 1 I 1 1 I 1 I I I 1 I I I I I I I I I I I 1 I I 1 I I I 1 1 1 1 1 1 1 1 1 r 1 I r r I I I I I I I I I I I I 1 I I 1 I I 1 I 1 r 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1 1 III1 I 1 1 I 1 1 1 1 1 1 I 1 8-1 /4" Depth Kerfed 11 /32" o holes o 0 0 0 11/16" x 1-3/8" slots M 11 I 1 I I 1 1 I I I I I I 1 1 I I IlO I , Lo 1 1 1 I I 1:. 1 I I I I I : 1 ' I ' 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" i 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 I Building Dominion Inc. Products, Technical Data 8-1 /4" Depth Kerfed 8-1-99 4-2-289100 (pkg/4) Screws and Nuts JAN at h 5/16"-18 HHMS QT 5/16"-18 Hex Nut COMPONENT ASSEMBLE[ A 14 gage head anchor K.D. Corner and Sill/Reversible Frame JAMB at sill 14 gage sill anchor Page 6.1 e A ey Dominion Building Products, Inc. Technical Data 7 Insulated Door Leaf; Polyurethane Core WALK DOOR SYSTEM 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. 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 D1621 YES 9. ASTM D 1622 YES 10. ASTM D1623 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. Technical Data Insulated Door Leaf; Polyurethane Core Dim. A 3 Leaf Width 8-7/8" 33" 83-1/8" r- 4 B 33" i 8-1/4" A ELEVATION "F" DESIGN 3/32" Dim. "A" 5/32" Bottom skin Core I I I Top skin SECTION BB Lite Kits Narrow Lite 6-5/8" x 36-5/8" 10 Vertical edge seams mechanically interlocked U2 Square hinge and lock edges O3 4-1/2" x .134" full mortise hinge prep Gov. 160/161 cyl lock prep ...prefix VCR 1-3/4" I 1/8" Bottom skin 1jr 0 aD Top skin Urethane 0 foam core o Detail "C" co 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 f Detail "C" Bottom skin Welded Page 5.1A Dominion Building Inc. Products, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 3 1 1/8 8.88 I _ a Y O0 8 H 2 U _j M z z H z Z LU a U 2 dd W UJ z 2 J 0 D U chi o wZ d 5 o z 1 8.25 Finished Floor DOOR ELEVATION VERTICAL SECTION SINGLE SWING DOUBLE SWING 7 3/32 L 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 Q SPLIT ASTRAGAL Q OVERLAPPING ASTRAGAL Q7 4451 4461 4461 FOR 1-3/4" THICK DOORS WITH OPTIONAL WITH WOOL -PILE INSERT FOR 1-3/4" THICK DOORS POLY -PILE INSERT STEEL f STEEL ACTIVE ACTIVE INACTIVE ACTIVE INACTIVE ACTIVE 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 FLUSH MECHANICALLY Hairline INTERLOCKED Seam HEMMED EDGES TOP AND BOTTOM CHANNELS ALSO AVAILABLE SEAMLESS (WELDED Inverted OR BODY FILLER) Bottom Channel optional) CLOSER O LOCK PREPARATION REINFORCEMENT GOV. 160/161 OPTIONAL) CYLINDRICAL TYPE 12 GAGE C) ° I STEEL CHANNEL ---'"" ANSI A115.2) 16" LONG 2-3/4" BACKSET HINGE O LOCK OPREPARATIONPREPARATION 4-1/2" X .134" GOV. 86-4 HIGH, STANDARD CLOSURE OR HEAVY WT. PLATES MORTISE TYPE ' FULL MORTISE INCLUDED M) (ANSI a115.1) HINGE ° PREPS 7 GAGE 2-3/4" BACKSET REINFT. o°: B) SIMILAR TO DETAIL ANSI A156.7 \ LESS FACE CUTOUT TEMPLATE > P) SIMILAR TO DETAIL NON -HANDED LESS ALL CUTOUT J J AND REINFORCEMENT 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 Iey Dominion Building Products, Inc. I 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" 54" 7'-0' 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" 3'-4" 6'-8" 8'-0" 3'-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 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 80x80PAIR 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: 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 RECOMMENDEDA60DOORFRAMEMATERIALG90 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 U Factor: 0.067 Characters: 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 PIAVSPage 5.1 D