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HomeMy WebLinkAbout3985 Aviation LoopSANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32772 (407) 302-2516/FAX (407) 302-2526 Fire Marshal Robles . Plans Review Sheet Date: April 12, 2007 Business Address: 3985 Aviation Loop Occur. Ch. Business Occupancy 42/L.S.C. Storage 2003 FFP.0 Business Name: Delphini Industrial Park Ph. (407) 532-8522 Contractor: Delphinine Builders Engineer: American Civil Engineering FAX (407) 32 7-022 7 Ph. (407) 327-7700 Ph. (407) 532-8522 FAX (407)327-0227 Phone (407) 327-7700 Fax (407) 327-0227 Reviewed [] KeleWetl W1thCOrillrielltXJ Rejected [] Reviewed by: Timothy Robles, Fire Marshal/plans Examiner J 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 SANFORD FIRE DEPARTMENT' FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.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-91) 2.2 Means of Egress Components — Three ok 2.3 Capacity of Egress — The occupant load, in number of persons for whom means of egress and other provisions are required. 2.4 Number of Exits — O.K. -Three 2.5 Arrangement of Egress — Three separate EXITS 2.6 Travel Distance — O.K., Does not exceed 300' ft 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — Required O.K.; will field verify 2.9 Emergency Lighting _Required Ok, will field verify 2.11 Special Features N/A 3.1 Protection of Vertical Openings — Shall be constructed as a smoke barrier with degree of compartments 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Interior finish shall be in accordance with section 10.2 3.4 Detection, Alarm and Communications Systems NOT Required 3.5 Extinguishing Requirements — as per NFPA 10 — THREE (3) 4A60 rated fire extinguishers required in this building mounted at 36" om floor to bottom (See blue prints) . 3.6 Corridors —4 Special Provisions - 5 Building Services 5.1 Utilities — additional permits required (Fire hydrants shall be 250' (ft) from principle building) 0 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 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 in color. 3 I -AV I "WC Ta.SEw�.R .ri• ..J.. .'•f,f,t1 .. •.5 •. ..t{f ••t:. S' •:tfli f•'r . ':t�• 't.f :}5 l: 'j�1 i•' • �••• :•r:.s 1 a *I• a.`1 f,w c. -- - -- �.t., - - - •t. f•. t t'• �:r;• .it•• Rr, • t'r "it. ��CL+V4 � W+•. �l 3 1c?1v 414v. 'a - / (d�,a5 k 99 PLANS i .! 'r 1 V T a— r-1 CITY OF 4FO I=�� DELPHINI 845 SUNSH ALTAMONTE PROJECT: BUILDERS NE LANE SPRINGS,FL. DELPHINI BEARDELL SANFORD, JOB ID # AS71 8-38 ND. PARK AVENUE FL0,R I DA 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: 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: L]Qht Stone AND APPLIED AS REQUIRED BY : FBC 04 THE CONTRACTOR IS TO C❑NFIRM 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: Galvaluroe Plus ROOF LIVE LOAD: 20 PSF FRAMED DPENINGS: Forest Green ROOF SNOW LOAD, 0 PSF BASIC WIND SPEED: 110 MPH SEISMIC ZONE: A LINER PANELS: IMPORTANCE FACTORS: COLOR, WIND LOAD: 110 L INER TRIM: SNOW LOAD 0 SEISMIC LOAD 0 COLOR: OTHER LOADS SPECIAL NOTES: ALL STEEL BUILDINGS �I C MPI]NENTS) INC, 1015D U.S. HWY 41 SOUTH GIBS❑NT❑N) FL, 33534 PH # 813-671-8044 FAX # 813-671-8602 ENGINEER'S NOTES: 1) THE BASIC WINDSPEED = 110 MPH 2) THE IMP❑RTANCE FACT❑R= 1,00 STORAGE 3) THE EXPOSURE CATAG❑RY=C 4) INTERNAL PRESSURE C❑EFFICIENT = +/- ENCLOSURE CLASSIFICATI❑N: ENCLOSED 5) ALL STRUCTURAL STEEL: ASTM-A36 6) THE DESIGN WIND PRESSURE FOR C&C PER FBC TABLE 1606,2B BUILDING l 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 A " x 1' Bolt FN NECK 105 foot pous e x 2' Bolt A325 140 foot 4 x 2' Bolt A325 250 foot0p©unds q� I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION 2 A 110 MPH `WIND SPEED (W/ 3 SEC, GUST). & THE 2006 SUPPLEMENT TO FBC2004 DAVID W, SMITH PE.#53608 D. -22ea� 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, zephyr27Egte.net ENDWALL COLUMN MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES a H 1V RIGIDRIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES --- ------ --------Column Reactions (k )------- --------- --------------------- Frm Line Col Line Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout --- 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 ----- ---- 8.000 14.50 0.375 0.0 4 -0.8 -13.2 2 * D 3 7.1 -11.0 1 -5.7 13.2 4 0.750 8.000 14.50 0.375 0.0 1 -5.7 13.2 5 0.8 -13.2 2 * Frame lines: 2 3 4 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) = 60.0 Length (ft) = 100.0 Eave Heighht (ft) = 18.0 18.0 Roof Slope rise/12) �psf = 1.0 1.0 Dead Load ) _ .0 Collateral Load (psf ) = 0.0 Roof Live Load sf = 20.0 Frame Live Load sf Wind Speed (mph = 12.0 = 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+1.30WL1 3 DL+1.30WR1 4 DL+1.30LnWndL 5 DL+1.30LnWndR 6 DL+ 1.30WL1 + 1.30WS 7 DL+1.30WP+1.3OLnWndL 8 DL+1.30WR1+1.30WS _GULUMN LINE - --Column Reactions (k )-- Frm Col Load Hmax V Load Hmin Line --- Line ------ Id -- H Vmax - - - - - - - - - - - - Id H -- ----- 1 A 6 2.0 -2.3 7 -1.8 1 0.0 2.1 6 2.0 1 B 6 4.0 -6.5 7 -3.7 1 0.0 6.0 6 4.0 1 C 8 4.0 -6.5 7 -3.7 1 0.0 6.0 8 4.0 1 D 8 2.0 -2.3 7 -1.8 1 0.0 2.1 8 2.0 5 D 6 2.0 -2.3 7 -1.8 1 0.0 2.1 6 2.0 5 C 6 4.0 -6.5 7 -3.7 1 0.0 6.0 6 4.0 5 B 8 4.0 -6.5 7 -3.7 1 0.0 6.0 8 4.0 FRAME LINE 5 A 8 2.0 -2.3 7 -1.8 1 0.0 2.1 8 2.0 BRACING REACTIONS, PANEL SHEAR f Reactions (k ) Panel ---Wall-- Col --Wind--- -Seismic- Shear Loc Line Line Harz Vert Harz Vert (lb/ft) L-EW 1 46 F-SW D 2 ,3 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 - V - - - Anc. - - - - - - Bolt ---------------------- Base Plate (in) Grout Vmin ------- No --- D(in) ----- Wid ----- Len ----- Thk ----- (in) ----- -1.6 2 0.750 2.750 8.000 0.250 0.0 -2.3 -4.7 2 0.750 2.750 8.000 0.250 0.0 -6.5 -4.7 2 0.750 2.750 8.000 0.250 0.0 -6.5 -1.6 2 0.750 2.750 8.000 0.250 0.0 -2.3 -1.6 2 0.750 2.750 8.000 0.250 0.0 -2.3 -4.7 2 0.750 2.750 8.000 0.250 0.0 -6.5 -4.7 2 0.750 2.750 8.000 0.250 0.0 -6.5 -1.6 2 0.750 2.750 8.000 0.250 0.0 -2.3 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITI❑N F❑ A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 DJ DAVID W. SM TH PE,#53608 1) In 21r11 LIV, SMITH,P,E,# 53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE -BADE 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 AS718-38 DESIGN: DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: ISHEET OF ADDRESS SANFORD, FLORIDA 46 i-- EM OF HUII.DING I GABLE RAKE ANGLE RBIs PURLIN CORNER COLUMN MU2 S. D. SCREW BOLT, 0.5' CEILENDWALL � ENDWALL RAFTER BY LO' z BOLTS, 0.5(' DOOR JAMB ENDWALL o BY L50' BOLTS, RAFTER BOLT, 0.5' BOLTS, 0.50' BY L50' I o o O 1/2 x I' BY 1'CTYP) SIDEVALL — — O ENDWALL GIRT ENDWALL CONNECTION PLATE GIR GIRT BASE PLATE A 2 ECTION THRU ENDWALL �� a� � � NOTE, FLANGE BRACES MAY BE PRESENT PLATE PLAN ELEVATION RAFTER B1 ENDWALL RAFTER TO COLUMN C S ENDWALL COLUMN TO WALL GIRT ® CORNER COLUMN TO WALL GIRT © BASE PLATE FOR DOOR JAMB ENDVALL COLUMN ENDWALL RAFTER a o BOLTS, as rM x LO' CTYP) Ewa�N GABLE BOLT, TYP. EAVE STRUT RAKE 0.5' x IA' ANGLE #12 S. a SCREv BOLTS, O WASHER WASHER o — — ON COLUMN O SIDE BASE PLATE HILTS, OS' CLol CWNECTION BY IS, TE 5WR PLAN ELEVATION E 7 BASE PLATE FOR ENDWALL COLUMN OR DOOR JAMB FS RAFTER SPLICE AT SURFACE CHANGE G2 ROOF PURLIN TO INTERIOR WALL GIRT WELDED zOLT)S,C 0.5) pLAIE LU 7YP ENDWALL RAFTER I7 EAVE STRUT TO ENDWALL RAFTER FRAME RAFTER WALL GIRT TO FRAME COLUMN STRUT EAVE STRUT P8 CLIPS ;EAVE BOLT, OS' BY ur JAMB ° L GIRT JPLATE 7ICMDOOR DOOR JAMB CONNECTIONPLATE O FRAME ° ° ° CONNEC ION PLATE COLUMN EXTENSION !IF — — — — CONVECTION PLATE DOOR JAMB DOIX2 JAMB O TOP FLANGE WALL GIRT SECTION ELEVATION DOOR HEADER SECTION ELEVATION EAVE K 2 WALL GIRT TO DOOR JAMB SECTION FU rVATIIH Ll DOOR JAMB TO BOLT, 0.5' x 1.5' SECTION ISO' BY 1.0' LEVATION STRUT TO RIGID FRAME EAVE STRUT L 6 DOOR JAMB TO WALL GIRT MI DOOR HEADER TO DOOR JAMB I HEREBY CERTIFY THAT I HAVE D,W, SMITH,P,E,# 53608 REVIEWED THIS PLAN AND FIND IT TO FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608 BE IN C❑MPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION PROJECTS ENGINEERING CONSULTANT FOR A 110 MPH WIND SPEED (W/ 3 SEC, GUST), & THE 2006 SUPPLEMENT TO FBC2004 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAIL: zephyr27@gte.net DAVID W. SMITH PE,#53608 2 ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-38 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS STRUCTURAL DETAILS DESIGN: DRAFT: CHECK: DATE: I SHEET OF { r nun UP i -1 7T J/4' sim 1 -1 JT ,'-1 31C ROOF FRAMING PLAN 1 -1 2� I'-1 J/P 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 2 A 110 MPH WIND SPEED (W/ 3 SEC. GUST), & THE 2006 SUPPLEMENT TO FBC2004 Pam' DAVID W. SMITH PE.#53608 '�L,Z2—n_-7l F—I P-2 IUALJL 14 1OX25Z14 'Lb -1 1/2 27'-3 1/2" P-3 10X25Z14 26'-1 1/2" E-1 lOE14 24'-11 1/2" E-2 10E14 24'-11 1/2" E-3 10E14 24'-11 1/2" E-4 10E14 24'-11 1 2" CB-2 CB0313 30'-8 1 2" C8-3 CB0313 27'-5 3/4" CB-4 CR0313 An'-11 AIA" N n < 0 a� III AN 11' I N I ~ 0 o r9i �II N n� 0 I I �4NJ n� o � ROOF SHEETING PANELS: 26 Ga. PR Gahrolume Plus v 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 ROOF FRAMING ID AS718-38 DESIGN: I DRAFT: CHECK: PROJECT BEARDELL AVENUE DATE: 2 20 07 SHEET OF ADDRESS SANFORD, FLORIDA 100'-O" OUT -TO -OUT OF GIRT LAPS CBCIEC CBCIC❑B EC-3 RF1-1 V-1 3/4, 1'-1 3/4" 25' 1 RF1-1 i'-1 3/4 1'-1 3/4" SIDEWALL FRAMING: FRAME LINE A 25'-0" I RF1-1 V-1 3 1'-1 3/4" 25'-0" �f H EC-1 (Gutters with 5 downspouts) CBCI08 GSTRAP CBCI25 CBCIEC CBCICB — — — — O 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 B IN C❑MPLIANCE WITH THE FL❑RI A BUILDING CODE 2004 EDITI❑N F❑R A MPH WIND SPEED (W/ 3 SEC. GUST), & 2006 ?PPLEMENT TO FBC2004 DAVID W. SMITH PE,#53608 /2Zjd-7 t-I IUtl4 24"-11 1/2" E-2 10E14 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" M-1 r.Rnrino in'_7 1 /7" D,W, SMITH,P,E,# 53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PH❑NE# 352-521-0865 FAX# 352-521-0867 E-MAILj zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-38 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: DRAFT: CHECK: DATE: 2/19 1 SHEET OF GIRT LAPS I<rl-1 RF1-1 W W 01 EC-1 3'-4 I 5'-11 1/4" L'-lI 3-4" L-115'-11 1/4-12'-4"�I I _ _ I _ 12-0" I 11 -0 12'J 5'-11 1/4" '-lI 3'-4' '-d 5'-11 1/4„�,"3'-4' 4060HZ WINDOW STORE FRONT 406ORZ WINDOW 2'-0" 4060HZ WINDOW SPORE FRONT 4060HZ WINDOW CUSS ENTRY GLASS ENTRY IL 3/P SIDEWALL FRAMING: FRAME LINE D f'-1 2A— f'-I 3/C (Gutters with 5 downspouts) 1 CBC108 Gc1a o CBq 5 - CBCI� 0in 0 I I 1 1 1 I I I I I I I 1 1 I I I 1 I 1 1 1 I 1 1 I 1 I I 1 I I 1 1 i> O 5 O O 1 O O O OO CBC121. CBC121, CBC121, CBC121 SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. 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 FOR AaHWIND SPEED (W/ 3 SEC. GUST). & SUPPLEMENT TO FBC2004 Pd"_ DAVID W, SMITH PE,#53608 - -7 - Z DJ-3 8X25C16 1l'-8" DJ-4 8X25C16 17'-1 l/ DH-1 8X25C16 3'-3 1 2" DH-2 8X25C16 5'-10 3/4" DH-3 8X25C16 1l'-11 DS-1 8X25C16 1/2" 5'-10 3/4" E-1 lOE14 24'-ll 1/2" E-2 1OE14 24'-11 1/2" E-3 lOE14 24'-11 1/2" E-4 lOE14 24'-11 1 2" G-8 8X25Z16 ll'-1 1/4" G-9 8X25Z12 26'-1 1/2" G-10 8X25Z16 ll'-2 3/4" G-11 8X25Z16 27'-11" G-12 8X25Z14 27'-11" G-13 8X25Z16 ll'-11" G-14 8X25Z16 1l'-3 1/4" G-15 8X25Z16 26'-1 1/2 G-16 8X25Z16 ll'-0 3/4" ^.R-1 cRnsnn ln'_7 , /')" 1 CdCi18 4--1 1/2" 2 CBC117 6'-7 1/2" 3 CBC120 6'-7 1/2" 4 CBCI18 7'-1" 5 CBC117 4'-0" 6 CBCI18 14'-2� 1/2" 2 jl 3 CL110 4 CL100 5 CL150 6 CL151 D,W, SMITH,P,E,# 53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0867 E-MAILI zephyr27@gte.net ALL STEEL BLDGS. PROJECT DELPHINI IND. PARK ID AS718-38 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS SIDEWALL FRAMING DESIGN: I DRAFT: CHECK: DATE: 2/20/07 1 SHEET OF ALL STEEL BUILDINGS COMPONENTS, INC, 10159 U,S, HWY 41 SOUTH GIBS❑NT❑N, FL, 33534 PH # 813-671-8044 FAX # 813-671-8602 MIAMI DADE NOA Product Category Sub Category Manufacture MIAMI DADE NOA Number Roofing/Wall Non—structural Metal Roofing All Steel Buildings M.B.C.I. 02-1016.04 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUIL NG CODE 2004 EDITION FOR A 110 MPH IND SPEED (W/ 3 SEC. GUST). & THE 2006 PPLEMENT TO FBC 2004 WD, PE.#53608 It 01�1. ftr' D,W. SMITH P,E, FLORIDA 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, zephyr272gte.net PAGE OF PANEL SPECIFICATIONS 'R' 8'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 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) (PSF) (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' I^ 12' 4' 1 I 3' -I --I I-I�• -1 MFGR'S INSTALLATION INSTRUCTIONS FOR ATTACHMENT TO PURLINS/GIRTS PLACE 1 - 12 x I 1/2'SCREW 'R' & 'PER' ROOF/ WALL PANEL IN EVERY FLAT FOR THE SCREW DOWN PATTERN INTERMEDIATE RUNS. MAXIMUM WIND SPEED 150 MPH , 3 SEC GUST PLACE SCREWS AS PER FBC 2001 EDITION PURLIN / GIRT SPACING PRODUCT APPROVAL # f L5687.2 BUTYL TAPE SEALER (OPTIONAL) r LACE 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. 'PBR' & 'R' PANEL F 12 X 1 1/2' SCREW KP O 0 O O O r0 o I O 5•-0' MAX 0 0 0 Lo 0 0 0 0 0 0 18•-24' TYP. 0 0 0 0 0 0 11 0 Oil 119 911 110 0 n PLACE 2 - 12 x 1 1/2'SCREWS IN EVERY FLAT ALONG THE Z PURLIN/GIRT (5'-0' O.C. MAX FOR ROOF) EAVE & PEAK. MFGR'S INSTALLATION INSTRUCTIONS 'R' & 'PER' ROOF PANEL FOR ATTACHMENT TO WOOD SUBSTRATE PLACE I - 14 x V SCREW IN EVERY FLAT FOR THE SCREW DOWN PATTERN INTERMEDPLACE MAXIMUM WIND SPEED 130 MPH , 3 SEC GUST SCREWS EVERY FBC 2001 EDITION 24' O.C. (MAXIMUM). 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 TYP. PANEL LAP 26 GA. 'PBR' PANEL 14 X 1' SCREW 0 0 0 0 0 0 0 0 0 24' TYP. O 0 0 0 0 Lo 0 O O 0 0 O 0 0 18-24' TYP. 0 0 0 0 0 0 0 0 0 o O O O O O O 30 LB. FELT PAPER PLACE 2 - 14 x 1' SCREWS EXISTING ROOF SUBSTRATE IN EVERY FLAT ALONG THE EAVE & PEAK. PRODUCT APPROVAL INF❑RMATI❑N SHEET ALL STEEL BUILDINGS & COMPONENTS & TUBULAR DIVISION, INC. 10159 U.S, HWY 41 SOUTH GIBS❑NT❑N, 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 W❑❑D,pdf PTID-677-I-R-PANEL-T❑-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 ru In ctions and Approved Details. Min, Slope 1/2:12. Coated steel panels identified as 'R or PBR/for 4e in Construction Nos, 30, 54, 79, 104, 112, 161, 167, 184 and 542 I I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 EDITION g THE 2006 SUPPLEMENT TO FBC 2004 2 DAVID W. SMITH P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS CONSULTING ENGINEER 9909 VALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHOND 352-521-0865 FAk 352-521-0867 E-MAIL: zephyr272gte.net THIS BUILDING IS DESIGNED TO MEET FLORIDA BUILDING CODE 2004 EDITION FOR 110 MPH CONCRETE, 1. ALL CONCRETE SHALL BE NORMAL WEIGHT <145 PCF). USING TYPE 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 1J' TOPS, 2' SIDES 3' BOTTOMS COLUMNS 1 j' STRUCTURAL SLAB' 5. WELDED WIRE FABRIS REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185. 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTRAL DRAWINGS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURING CONSTRUCTION. 8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE DRAWINGS. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN P❑SITI❑N WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY PADS, SUPPORT FRAMS ETC, REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 11. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED. 12. FIBERMESH MAY BE USED IN LIEU OF WOVEN WIRE MESH. FOOTING NOTES: #5 HAIRPIN 3/4' DIA (8'-0' L❑NG) 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 3' HOOK (TYP) CE-1 TYPICAL F❑❑TER DETAIL 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INTO PIER 15' (MIN 2 1/2' PROJECTION) '-0'x4'-0'x3' 3000 PSI C❑NCRETE 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) MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 5'-0" X 5'-0" X 36' #-5 ® 6" O.C. 2-LAYERS OF # 5 CF-2 4'-0" X 4'-0" X 36, #-5 @ 6" O.C. 2-LAYERS OF # 5 CF-3 T-0" X 3'-0" X 24" -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 18" LONG BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS 3000 PSI L'___C'-0'x3'-0'x2' CONCRETE PIER WITH #5 REBARS EQ SPACED W/ 3' MIN CVR 3' -\\-3' HOOK (TYP) CF-2 TYPICAL F❑❑TER DETAIL 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUSO"ZM1= REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. T IG INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OAR O ER• C*EL'L[ CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARDRASSH,'�ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FIND IT TO BE IN C❑MPLIANCE.WITH THE FLORIDA BUILDING CODE 2004 EDITION FOR A 110 MPH WIND SPEED (W/ 3 SEC. GUST). THE 2006 SUPPLEMENT TO FBC2004 DAVID W, SMITH PE.#53608 7 -1 -,-)-1 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 a" 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 OfN AGRICULTURE AND CONSUMER SERVICE. .. RIV0. LOSE D,W, SMITH,P,E,4 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 DEU'HINI IND. PARK ID AS718-33 PROJECT BEARDELL AVENUE ADDRESS SANFORD, FLORIDA DELPHINI BUILDERS FOUNDATION PLAN DESIGN: DRAFT: DATE: I SHEET CHECK: OF I e�l Dominion Building Products, Inc. Technical Data 5300L Series Standard Duty Cylindrical Locksets Augusta AU SPECIFICATIONS: DOOR THICKNESS: 1-3/4" and 1-3/8" BACKSET: CASE: Heavy gage cold rolled steel mechanism, zinc plated and dichromated. FRONT. 2-1/4" x 1-1/8" STRIKE: Wrought brass or bronze, stainless steel on special order. ANSI universal, 1-1 /4" x 4-7/8" x 3/32". LATCHBOLT: stainless steel, 1/2" throw, adjustable for beveled doors; deadlocking. HAND: Reversible. KEYS: Two per lock. CYLINDER: 6 pin tumbler, (5 pins supplied). K.D. ...can be master keyed. FINISHES: US26D FIRE RATINGS: U.L. listed, 3 hour (A label), single swing, 40 x 80 max leaf size. 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 f-% � ;�, :f�� ! i �� {! A`y l.� `6 r� � A� (,1 �, �'\!!�r ,f r, .l ,' � ': %'; 4 i [ 4 { � �. / � E�� .,� Iey Dominion Building Products, Inc. Technical Data I II I I 11 1 1 1 11 I I I I 1 I I I 1 I 1 I I 1 I I I I I 1 I I I 11 I I II I I II I I II I I II 1 I II 1 1 I i I I I I I II I 1 11 I I 11 I 1 1 I I I I 1 I I I I I I I I 1 I I I I I I I I 1 I I I 1 1 1 I I I I I I 1 1 I I I I 1 I I I I I I I 1 I I I i I I 1 I I I 1 1 I I I I I I I I I I I I 1 � 1 1 I I , I 1 1 1 II I I I I I II I I 11 I I II I I li I I 1 , I II 1 I II I I II I I II I I II I I I I I I I 1 I I 1 I I I I 1 I 1 I I I I I I I I I I I 1 , I I I I I 1 I 1 I 1 I I I 1 I I I I I I , 1 1 I I I I 1 I I I I I I 1 I i I I I I 1 1 I , 1 I I 1 I I I I i I I I I 17 I I II 1 I 11 I I II I 1 II I 1 II I I II I 1 II I I II I 1 II 1 I ; I I I I 1 I II I I II I I II I I 1 I I I I I 1 I I I � I I I 1 � 1 ,I 8 -1 /4" Depth Kerfed 11 /32" o holes o o zo 11 /16" x 1-3/8" slots 84" 1 8 1/4" ----- I ------- ---- II 1 1 1 I I I I 1 I 1 I I I I 1 I I I I 1 I I I 1 ,I I I II II I I II II II O O 1 I I I I 11 II II O I I 1 I I I II II II I I I I 1 I I I 1 1 I 1 I I I 1 I I I 1 I 1 I 11 I I II I I II I I II II II II � II I I 11 I O O I I I I I I II 11 II 1 1 O I I 1 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 I I I I I I I I I I I 1 I I II II II II I I I I II II I I 1 1 1 1 I I I I I I I I II II II II II II II II II I III , I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I O O I I I I I I II 11 II O I I 1 I I I II II II I 1 1 I I I II I I 1 II , I I 1 I I II I I I I -I---- I I I I ---T I I --- 1 Pedestrian Door Frame Hinge Jamb 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" 5/8" 1-15/16" FULLY REVERSIBLE -- Invert to change hand of jamb 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE 14 Gage Galy Steel head and Sill Jamb anchors -- welded one to each end of jamb Page 6.1 e e�l Dominion Building Products, Inc. Technical Data 7 I � 1 II , II I II I i�A I I � I II 1 11 I II I II 1 II I II I 11 I II I II I II I II I II I �I I ,I I ,I I ,1 I , I I 1 I 1 I I I I I I I I 1 1 1 I 1 1 I I I I I I I I I I I I I I I I I 1 1 I I 1 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 I I I I I I I I I I I 1 I I I I I I 1 I I I 1 I 1 1 1 1 I I I I 1 I I I I I I 1 1 I I I I I II I ,1 I II 8-1 /4" Depth Kerfed 11 /32" o holes 0 o 0 0 11/16" x 1-3/8" slots MEAM II I I.. I I I I 1 1 I I I I 11 I I I I I I 1 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 I I I I I I I 1 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 I I I I I I I I 1 1 I I I I I I I I I I -; I I I I I I I 1 I 1 I 1 1 1 I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I 1 I I I I I 1 I 1 I I I I I 1 I 1 I I I 1 I 1 I 1 I 1 I 1 I I 1 1 I I I 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 1 1 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 1 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 I I I 1 I 1 I I I I 1 I 1 I I I I I 1 I I I 1 I I I I I 1 I I 1 I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I 1 1 I I 1 I I I I I I I I I I I I I I I I I II •.1 I 7 1 I I I I I I I I 1 1 I I I I I I 1 1 I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 I I I I I I 1 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 I I 1 I I 1 I I I I I I I I 1 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 I I 1 1 I I I I I I I I I I 1 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 I I I I I I I I I I I I I I I I 1 I 1 I I I I I I 1 1 1 1 I I I I I I I I I I I I jl 1 to L to I I I I I I I I I I I I I I I I i t 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 I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I 1 1 I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I II' II Pedestrian Door Frame Strike Jamb H6105MI, 2-1/8" 4-3/16" 4 8-1/4" ANSI A115.1 & 2 (4-7/8") Universal Strike Preparation 12 Gage Steel Reinforcement Welded to Jamb. 2-1/2" 5/8" 1-15/16" FULLY REVERSIBLE -- Invert to change hand of jamb 16 GAGE GALV. STEEL FINISH: PC3 TRU WHITE OR PC4 BRONZE 14 Gage Galy Steel head and Sill Jamb anchors -- welded one to each end of jamb Page 6.1 d Dominion Building.Products Inc. � Technical Data 8-1 /4" Depth Kerfed 8-1-99 4-2-289100 (pkg/4) Screws and Nuts /% I JAI\ at h `5/16"-18 HHMS COMPONENT ASSEMBLE[ n 14 gage head anchor JAMB at sill T9 * 5/16"-18 Hex Nut T9 IK.D. Corner and Sill/Reversible Frame 4$' f .x r4a �r 14 gage sill anchor Page 6.1 e Dominion Building Products, Inc. Technical Data Insulated Door Leaf; PolyurethaneCore 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 •J 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 D1622 YES 10. ASTM D1623 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 Performance and Conformance Data Page 5.2 e�i Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core Dim. A 3 Leaf Width Ar _ 8-7/8" 33" 83-1 /8" r- B 33" —i 8-1/4" A�- ELEVATION "F" DESIGN 3/32"1 Dim. "A° 5/32" Bottom skin Core n� I I _ I Top skin SECTION BB Lite Kits Narrow Lite 6-5/8" x 36-5/8" Vertical edge seams mechanically interlocked OSquare 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"j�— I 1/8" Bottom skin L Top 0' skin a� Urethane O foam core o Detail "C" co SECTION AA Half -Glass 23-3/4" x 29-7/16" VREV N/H Insulated Door for RF Frames sm 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 Z Detail "C" Bottom skin Welded Page 5.1A Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 1/8 1 8.88 0 _j <_j 0 CY) W CY) U) (D Q x" (D z z C) 0 >_ 2 z Uj a_ W LL C<L C) U) 0 < w LLI z = 00 _j < _j CY) < C) CY) C.0 z < X, 6 5 0 z x 8.25 X IF x Finished Floor t % DOOR ELEVATION VERTICAL SECTION SINGLE SWING DOUBLE SWING 3/32 CT LEAF WIDTH —5/32 3/32 14 ACT LEAF WIDTH ACT LEAF WIDTH 1-3/32 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 (D OVERLAPPING ASTRAGAL 07 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 STEEL ACTIVE ACTIVE INACTIVE ACTIVE SNAP -ON ALUMINUM INACTIVE CACTIVEALUMINUM Z COVER LISTED Construction Features Page 5.1B Dominion Building Inc. � g Products, Technical Data Insulated Door Leaf; Polyurethane Core 8-1-99 16 GAGE STEEL O VERTICAL EDGES O END CHANNELS WELDED Epoxy seal TO DOOR FLUSH MECHANICALLY Hairline INTERLOCKED Seam n HEMMED EDGES S TOP AND BOTTOM ALSO AVAILABLE CHANNELS SEAMLESS (WELDED Inverted OR BODY FILLER) Bottom Channel (optional) CLOSER 3 O LOCK PREPARATION REINFORCEMENT GOV. 160/161 (OPTIONAL) CYLINDRICAL TYPE (C) o 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 HEAVY WT. FULL MORTISE PLATES o..°< INCLUDED (M) (ANSI a115.1) HINGE PREPS ° o ° 7GAGE / 2-3/4" BACKSET REINFT. o°° (B) SIMILAR TO DETAIL ANSI A156.7 �a LESS FACE CUTOUT TEMPLATE ' (P) SIMILAR TO DETAIL NON -HANDED LESS ALL CUTOUT I J J AND REINFORCEMENT GLAZING TRIM ® GLAZING TRIM ® GLAZING TRIM FOR 4831 (APPLIED) 4841 (APPLIED) STANDARD FOR STANDARD FLUSH DOORS FOR ALL FIRE DOORS EMBOSSED PANEL DOORS 1/8" TEMPERED SAFETY GLASS ALUMINUM SNAP -IN BEAD Fj o STEEL \ HIGH -IMPACT MOULDED POLYSTYRENE \ 0 TRIM 3/8" WIDE 3/8" WIDE GLAZING GLAZING POCKET POCKET LISTED Construction Features Page 5.1 C Ie�j Dominion Building Products, Inc. Technical Data Insulated Door Leaf; Polyurethane Core STANDARD SIZES NOMINAL DOOR OPENING WIDTH HEIGHT SINGLE DOUBLE 2'-0" 4'-0" 2'-4" 4'-8" 2'-6" 5-0" 6'-8" 2'-8" 5'-4" 7'-0" 2'-10" 5'-8" 7'-2" 3'-0" 6'-0" 7'-10" 3'-4" 6'-8" 8'-01, 3'-6" 7'-0" 9'-01, 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: •t 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 MATERIAL A60 G90 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 1 16 or 14 Gage Steel PERFORMANCE Core Thermal I U Factor: 0.067 Characters: R Factor: 14.97 Sound Transmission STC 26 (F Design, 18 Gage Face Sheets, Class: I ASTM E90-81 & E413-73 [Fully Operable]) Physical Endurance Meets ANSI A 151.1 Performance Test, 20 GAGE: Level B (500,000 Level: I Cycles); 18 and 16: Level A (1,000,000 Cycles) Product Specifications ,. % Page 5.1D