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Permits 86 Nicole Lane (vault) r r 1 JOB ADDRESS / PROPERTY OWNER � PERMIT NUMBER. . 7/ DATE INSPECTIONS: FOOTING d- /9- 98 SLAB 3- so- 98 TIE BEAM LINTEL 6-z Y c�--'; NAILING/SHEATHING ),o- �-s,8 FRAMING/COVER UP /o-2s-ye INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# /7o`7-� 7-19 7e 0 INSPECTIONS ROUGH FINAL 3 -2.3 MECHANICAL PERMIT# / 7 "7 INSPECTIONS ROUGH i U -Z S, FINAL j ;23-_y� PL UMBING PERMIT# f 4;/ k u <3 u c!�(Q 1-7723 z-2-3 INSPECTIONS RO UGHIUNDER SLAB 9-3 o-9,,jc TOPOUT 16 - ,-g. 9 & WATER/SEWER FINAL NOTES: j ,i w .S t Sr`I- ,- , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1f 1 ATLANTIC BEACH, FL 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001619 Date 12/09/08 Property Address . . . . . . 86 NICOLE LN Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2216 ---------------------------------------------------------------------------- Application desc REPLACE 2 WINDOWS W/IMPACT WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BONTS BUILDING AND DESIGN AMERICAN WINDOW PRODUCTS 13042 MOUNT PLEASANT ROAD 2633 POWERS AVENUE JACKSONVILLE FL 32225 JACKSONVILLE FL 32207 (904) 731-2247 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2216 Expiration Date . . 6/07/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEM!NOLE ROAD.ATLANtIC BEACH,F'-32233 L r OFFICE:(904)247-5826 a FAX NC.:(9D4)247-5645 BUILDING-DEPT@COAB.US I BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS 2 VALUATION OF WORK,.: _ 3,SO.FT.UNDER ROOF l-CCl Z 4.LEGAL DESCRIPTION:.' 5.CUSS OF WORK: USE OF STRUCTURE: T EDNEW BUILDING ❑DEMOLRION Q49SIDEN71AL LOT BLOCK_SUB DMSION ( , Qi .il fh ❑A�DDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: . 91A 7ERATION ❑ACCESSORY BLDG. 6.FIRE SPRINKLER: i `` ''� ❑REPAIR 13 POOL SPA ❑YES ,A 11 W a} S ❑MOVE ❑OTHER ❑NO PROPERTY YMERr CONTRACTOR: ARCHITECT ENGINEER 9.NAME: 15.COMPANY N 23.COMPANY NAME: V1�t l'11.` :,�a. l-� RXCAN WII1�pW 1�In 16.NAME: W,Imly. 24.LICENSEE NAME 10.ADDRESS: 17,STATE FL.3ZZ07 25.STATE OF F RIDA LICENSE NO.: •-�(�� (Li V•e*1 c 1s.AODaess:C��2�'�c"'-I 26.AODREss: MI t-f f 11.OFFICE PH12.FAX NO.: '9,OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 24(0 - 90 �0 2,1- 22�� 1731-12-24 '.33.ry.C�EEL�pLLPHONE: {_Q I- 21.CELL PHONE: 29,CELL PHONE; 14.EMAIL ADDRESS: 22 EMAIL ADDRESS: l 30.EMAIL ADDRES ' EB SIMPLE TI OLDER: OTHE (If OTHER THAN dMJHi) ' BONDING COMPANY MORTGAGE LENDER . - ' 31.NAME: 33.NAME: 35,NAME: 32.ADORE SS: 34,ADbRESS: 36.ADDRESS: I - Application is hereby made to obtain a permit to do the work and installations as Indicated. I certify that no work or Installation has commenced prior to the Issuance of a permit and that all work will be performed to medf the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if.work is not commenced within six (6) months, or If construction or work is suspended or abandoned for a period of six (6) months at any time after work Is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,'Pools, Furnaces,Boilers,Heaters,Tanks, Alr Conditioners,etc. OWNER'S AFFIDAVIT-1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. 1 will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion Issued by the building official,as required by law. WARNING TO OWNER: * YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND:POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE.OF COMMENCEMENT. OWER&AGENT)a> r ; ' r:r CONTRACTOR N (If A9enl.Poweraf y or Ape Leitw.ReQVired r' 1' I ,i;:i:. •.�` .�.�1 (OilellM1ef only) Signed: `� 4 Date: 1 Signed: C 1 Date: l C) c Before me this ay of 20filnlilh,county of Before me this ..day of Wl 20 in the county of Duval,Stale of Florida,has personallya_ pp-red Duyal,State of Flodda,has personally appeared herin by himself!herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate, true and accurate. � Notary Public at Large,State of_ County of_-� Not Pubic at Large,Stats of f .`�,County of v ty(Parsonelly Knowi l3S Personally Krgwn _ ❑Prodxxd Identification ❑Produced Identification- Notary Signature:P Notary Signature: z :. .., BETTYFEL *MY MY COMMISSION#DD 702756 N, e* EX m l��, FORT CODE COMPLIAN P EXPIRES 'rFOF FIORBond Thru Budget N 0 OF ATLANTIC LANTI 'r Flo�`�� Bonded Thru C BEACH ery ee COAG FORM BLDG01:REVISE aren007 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. FI E COPY Z d � �� DA;<E: :L7) O� WGISAS UOl)iI' �� ;� .�� '� �`�' � � / '��' �� 0�\ �� ,� �.� `V�� . �� { �� Florida Building Code Online Page 1 of 4 0 11 11I BCIS Home Log In j Hot Topics Submit Surcharge Stats & Facts ( Publications FBC Staff B Product Approval USER; Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL224-R2 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 Ext 4825 patricia_robison@simonton.com Authorized Signature Patricia Robison patricia_robison@simonton.com Technical Representative Chuck Anderson Address/Phone/Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck_anderson@simonton.corr Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Casement http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL 7WPh33 iX... 11/21/2008 Florida Building Code Online Page 2 of 4 Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufac Validated By Referenced Standard and Year (of Standard) Standard AAMA 506 ANSI/AAMA/NWWDA 101/I.S. Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/07/2006 Date Validated 03/07/2006 Date Pending FBC Approval 03/10/2006 Date Approved 03/21/2006 Summary of Products FL # Model, Number or Description _ Name 224.1 07-10 07-10 StormBreaker Plus Vinyl i the 08-09 and 07-09 Limits of Use Certification Agency Certifici Approved for use in HVHZ: No FL224_R2_C_CAC_5000 fin an( Approved for use outside HVHZ: Yes letter including Casement.pdf Impact Resistant: Yes FL224_R2_C_CAC_506_08_09- Design Pressure: +50/-50 FL224_R2_C_CAC—APC letters 1 Other: 36x50 30x65 Twin 60x65 36x50.pdf FL224_R2_C_CAC—APC letters 1 60x65.pdf Quality Assurance Contract E Installation Instructions FL224_R2_II_IN0029 SBP CS C FL224_R2_II_IN0030 SBP 07-1 FL224_R2_II_IN0032 SBP 07-1 FL224_R2_II_IN0033 SBP 07-1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL7 WPh3 3 iX... 11/21/2008 ,Florida Building Code Online Page 3 of 4 FL224_R2_II_IN0038 SBP 07-1 FL224_R2_II_IN0039 SBP 07-1 Verified By: American Architect Association Created by Independent Third I Evaluation Reports Created by Independent Third I 224.2 07-20 07-20 StormBreaker Plus Vinyl i 08-09 & 07-09 Limits of Use Certification Agency Certifici Approved for use in HVHZ: No FL224_R2_C_CAC_5000 fin an( Approved for use outside HVHZ: Yes letter including Casement.pdf Impact Resistant: Yes FL224_R2_C_CAC_506_08_09- Design Pressure: +50/-50 FL224_R'2_C_CAC-APC letters 1 Other: 30x65 36x50 60x65 twin Missile 36x50.pdf Impact Rating: Large FL224_R2_C_CAC-APC letters 1 60x65.pdf Quality Assurance Contract E Installation Instructions FL224_R2_II_IN0031SBP 07-21 FL224_R2_II_IN0034 SBP 07-2 FL224_R2_II_IN0040 SBP 07-2 Verified By: American Architect Association Created by Independent Third I Evaluation Reports Created by Independent Third I 224.308-09, waivers to 08-08 08-09, waivers to 08-08 StormE Casement window Limits of Use Certification Agency Certifici Approved for use in HVHZ: No FL224_R2_C_CAC_506_08_09- Approved for use outside HVHZ: Yes FL224_R2_C_CAC-APC letters 1 Impact Resistant: Yes 36x50.pdf Design Pressure: +50/-50 FL224_R2_C_CAC-APC letters 1 Other: 36x50 30x65 60x65 H-Mulled twin 60x65.pdf Missile Impact Rating: Large FL224_R2_C_CAC_Fin_Finless- Quality Assurance Contract E Installation Instructions FL224_R2_II_PTID_224_R1_I_ FL224_R2_II_PTID_224_R1_I_ FL224_R2_I I_PTI D_2 24_R 1_I_ FL224_R2_II_PTI D_224_R1 I Verified By: American Architect Association Created by Independent Third I Evaluation Reports Created by Independent Third I Back ---Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL7 WPh33 iX... 11/21/2008 Florida Building Code Online Page 4 of 4 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disd Product Approval Accepts: Rig E V+�riSi s�tnred w wE�e�gr. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvL 7 WPh3 3 iX... 11/21/2008 Architectural Testing ASTM E 1886-97 AND ASTM E 1996-01 TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 0809 TYPE: PVC Awning Window Report No: 42203.05-122-38 Report Date: 08/22/05 Expiration Date: 07/17/06 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com AL Architectural Testing ASTM E 1886-97 AND ASTM E 1996-01 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboro, West Virginia 26415 Report No: 42203.05-122-38 Test Dates: 07/15/02 Through: 07/17/02 Report Date: 08/22/05 Expiration Date: 07/17/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to perform tests on three Series/Model 0809, PVC awning windows. The samples tested successfully met the performance requirements set forth in the referenced specification listed below for a design pressure rating of 50.0 psf. Specimens utilized replacement construction. Test Specifications: The test specimens were evaluated in accordance with the following: ASTM E 1886-97, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-01, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: 0809 Type: PVC Awning Window Overall Size: 4' 5" wide by 2' 2" high Vent Size: 4' 3-3/16" wide by 2' 0-3/16" high Finish: All PVC was white. Glazing Details: The vent utilized a V thick insulating glass unit fabricated from a sheet of 1/8" thick, tempered glass on the exterior and two sheets of 1/8" thick, clear annealed glass with a 0.090" thick interlayer on the interior. The insulating glass unit utilized a foam spacer system. The vent was exterior glazed against a glazing compound and secured with dual durometer snap-fit glazing beads. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak 42203.05-122-38 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Weatherstripping: ffi Description Quantity Location 1/4" high custom hollow 1 Row Co-extruded onto vent members bulb gasket 3/16" high custom vinyl 1 Row Perimeter of vent wrapped foam gasket with dual fins 3/16" high custom I Row Co-extruded onto vent members single leaf Frame Construction: The frame was constructed of extruded PVC members with mitered and welded corners. Vent Construction: The vent was constructed of extruded PVC members with mitered and welded corners. Hardware: Description Quantity Location Metal dual-arm rotary 1 At sill, fastened with five #8 x 3/4" operator assembly and one #8 x 2-1/2" screw; guide track was fastened to the bottom rail with four#8 x 3/4" screws Hinge assembly 2 One in each head/jamb corner fastened with four#8 x 3/4" screws into the vent; four#7 x 1/2" and one #10 x 2-1/2" screws into the frame Interlocking metal snubber 3 Sets One set 17-1/2" from each end and midspan of the head/top rail fastened with two #8 x 1/2" screws per snubber AL 42203.05-122-38 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Hardware: (Continued) Description Quanti1y Location Metal lock handle 2 One in each sill/jamb corner fastened assembly to the frame with two #8 x 3/4" screws Metal tie bar 2 One in each jamb fastened with one assembly #8 x 3/4" and one #8 x 3" screw per guide Metal keeper 4 One at the bottom and midspan of each stile fastened with two #8 x 3/4" screws per keeper 8" impact metal 3 Sets One set 9" from each end and snubber midspan of the head/top rail fastened to the frame with two#8 x 3/4" and two#8 x 2-1/2" screws per snubber; fastened to the vent with four#8 x 3/4" screws per snubber Drainage: Description Quantity Location 3/16" diameter 2 1-5/16" from ends of bottom rail weephole draining the glazing channel Reinforcement: No reinforcement was utilized. Installation: The replacement window was installed into a wood 2x10 Spruce-Pine-Fir #2 buck. The window was fastened at the head with one #10 x 2-1/2" screw 6" from each end and one #8 x 2-1/2" screw in each end of the 8" impact snubbers. The jambs were secured to the buck with one #10 x 2-1/2" screw 6" from each end of the jamb, one #10 x 2-1/2" screw in the second and bottom hole in the hinge track, and one #8 x 3" screw through each tie bar guide. The sill utilized one #8 x 2-1/2" screw through the operator bracket and one #10 x 2-1/2" screw 1" to the left and right of the sill centerline. All the screws utilized a 1-1/2" embedment. The interior and exterior perimeters were sealed with silicone. Ak 42203.05-122-38 Architectural Testing Page 4 of 10 Test Results: The results are tabulated as follows: Lab Temperature at Time of Testing: 82°F ASTM E 1886, Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Missile Length: 8' 0" Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#1 Impact#1: Missile Velocity: 50.5 fps; orientation within f50 of vertical Impact Area: Center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.9 fps; orientation within t5° of vertical Impact Area: Upper left corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Test Unit#2 Impact#1: Missile Velocity: 50.5 fps; orientation within f5° of vertical Impact Area: Lower left corner Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.5 fps; orientation within ±5° of vertical Impact Area: Center of glass Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Ak 42203.05-122-38 Architectural Testing Page 5 of 10 Test Results: (Continued) Lab Temperature at Time of Testing: 82°F ASTM E 1886,Missile Impact, Section 11. Test Procedure Missile Weight: 9.0 lbs Missile Length: 8' 0" Muzzle Distance from Test Specimen: 14.5 ft. Test Unit#3 Impact#1: Missile Velocity: 50.4 fps; orientation within t5° of vertical Impact Area: Upper right corner Observations: Large missile fractured interior lite of glass, no penetration. Results: Pass Impact#2: Missile Velocity: 50.5 fps; orientation within±5° of vertical Impact Area: Center of glass Observations: Large missile shattered exterior lite of glass and fractured interior lite of glass,no penetration. Results: Pass Ak 42203.05-122-38 Architectural Testing Page 6 of 10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Design Load: 50.0 psf Test Unit#1 Table 1 "Cyclic Pressure Differential Loading'; Section 11. Paragraph 11.4.2 POSITIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (Psf) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 1.67 0.02" 0.10" 0.03" 0.0 to 30.0 300 1.81 0.02" 0.111, 0.03" 25.0 to 40.0 600 1.63 0.03" 0.13" 0.03" 15.0 to 50.0 100 1.67 0.03" 0.14" 0.03" 0.01 <0.01" 0.02" Pass NEGATIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (psO Cycles Time Left Center Right Left Center Right _ (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 1.80 0.05" 0.54" 0.03" 25.0 to 40.0 1050 1.61 0.04" 0.50" 0.03" 0.0 to 30.0 50 1.72 0.04" 0.44" 0.02" 10.0 to 25.0 3350 1.69 0.04" 0.30" 0.02" 0.011, 0.06" <0.01" Pass AL 42203.05-122-38 Architectural Testing Page 7 of 10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Design Load: 50.0 psf Test Unit#2 Table 1 "Cyclic Pressure D fferential Loading'; Section 11. Paragraph 11.4.2 POSITIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (Psf) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 10.0 to 25.0 3500 1.65 0.07" 0.10" 0.03" 0.0 to 30.0 300 1.86 0.07" 0.10" 0.03" 25.0 to 40.0 600 1.85 0.07" 0.10" 0.03" 15.0 to 50.0 100 1.64 0.08" 0.11" 0.03" 0.05" 0.03" 0.01" Pass NEGATIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (Psf) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 1.96 0.03" 0.59" 0.04" 25.0 to 40.0 1050 1.58 0.03" 0.57" 0.03" 0.0 to 30.0 50 1.75 0.03" 0.56" 0.03" 10.0 to 25.0 3350 1.62 0.01" 0.47" 0.02" <0.01" 0.26" <0.01" Pass Ak 42203.05-122-38 Architectural Testing Page 8 of 10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Design Load: 50.0 psf Test Unit#3 Table 1 "Cyclic Pressure Differential Loading'; Section H. Paragraph 11.4.2 POSITIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (psi Cycles Time Left Center Right Left CenterPR.i2ht (seconds) #1 #2 #3 #1 #23 10.0 to 25.0 3500 1.64 0.03" 0.10" 0.03" 0.0 to 30.0 300 2.23 0.04" 0.11" 0.03" 25.0 to 40.0 600 1.69 0.04" 0.11" 0.03" 15.0 to 50.0 100 1.69 0.04" 0.13" 0.03" 0.01" 0.01" <0.01" Pass NEGATIVE ACTING Top Rail Pressure Average Maximum Deflection Permanent Set Range No. of Cycle Indicators (Psf) Cycles Time Left Center Right Left Center Right (seconds) #1 #2 #3 #1 #2 #3 15.0 to 50.0 50 1.86 0.02" 0.35" 0.03" 25.0 to 40.0 1050 1.84 0.02" 0.32" 0.02" 0.0 to 30.0 50 2.05 0.01" 0.29" 0.02" 10.0 to 25.0 3350 1.96 0.011, 0.25" 0.02" 0.01" 0.05" 0.01" Pass Ak 42203.05-122-38 Architectural Testing Page 9 of 10 General Note: Upon completion of testing, the specimens met the requirements of Chapter 7 of ASTM E 1996 Note #1: A 1 mil plastic,film was used in the interior of the specimens to seal against air leakage for the negative loading portion of testing. In our judgement, the film used did not influence the results of the testing. Witness: The following representatives witnessed all or part of the testing: Ed Grey Simonton Windows Jay Leader Architectural Testing, Inc. Allen N. Reeves, P.E. Architectural Testing, Inc. Adam Fodor Architectural Testing, Inc. Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of four years from the original test date. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: _-- 2 by:A9 Lsede► CliBile�ly Signed by:Steven M.Urich Jay Leader Steven M. Urich, P.E. Technician Senior Project Engineer AF:nlb/vim Ak 42203.05-122-38 Architectural Testing Page 10 of 10 Revision Log Rev.# Date Page(s) Revision(s) 0 08/22/05 N/A Original report issue — Revised Report No. 01-42203.03. Corrected order of impact testing ,ryLy; City of Atlantic Beach APPLICATION NUMBER JS � � Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us 1 t City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM 1 � ent review required Ye No Property Address: % ��1 L uildin - \\ Planning &Zoning Applicant: l4mer ► c prn �.J i �`^� Public Works ;..,., Public.Utilities Project: �-? a �' ��— Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. DDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS 01 Reviewed by: Date: G PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031435 Date 10/17/05 Property Address . . . . . . 86 NICOLE LN Tenant nbr, name . . . . . 2 C/U 2 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ------------ ------------------------ HETH, DON OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 -------------------------------------------------- ---------------------- ---- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 79 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- ----- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING OFFICIAL 6W ('4(, Ott -, as CITY OF ATLANTIC BEACH (0-11 MECHANICAL .PERMIT APPLICATION Property Address: (Q Owners Telephone#• %9-4 Contractor: Telephone 4:t9gP-bfb1 - Contractor Address: Gt � �,�_ - - Fax 4- " in consideration of pertnit given tot•doing the work us described in tate above swemmot.we hereby agree W perform said work in accordance with the.atmtshmt Ptan,e and erIftiflrations which are A part heteof and in aCcoydntter with the City of Atiantie BCICh ordinances anti.standards of good pmctioe listed therein. Type of Il:� or n Fuel: If usher cottstruminn is being dune on thus building site,list the building permit number: l:lt:�trl� �• 0 Gas: _Lr Natural .,,,,Chitral Utility R Oil 0 OthwRpecify MECHANICAL EQUIPMENT TO.BF INSTALLED NATURE Off W0kX a'*"Heat Space _Recessed ✓Ce tral Floor p/ Residential 9' Air Conditioning-. _.Room ural ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm C3 Refrigeration ❑ New Btdlaing ❑ Cooling"Power:Capacity __. Qptn 0 Existin,Building ❑ Vire Sprinklers:Number of Heads la Elevator: _„ Maniift Escalator_-__•,,,,W,(Number) a"'"Replacement of Existing System 0 Gasoline Pumps_ (Number) ❑ Tanks (Number) O New installation a LPG Containers (NumbeT) (No syatom previously inamlled) ❑ Unfired Pressure Vessel O Extension or Add-on to'Axi4ting System ❑ Boilers a Gas Piping ❑ (hher-!Speen*__ ❑ Other—Specify LIST ALL EQUIPMENT Alit CONDITIONING.RURIGERATION LQUIMNY&CONDENSOWS Approving Number Units Description Model I Manutiteturer Toa's Agency as- L l#.EAT.ING—FURNACES.BOILERS.FWPL?,CSS&AM H.v4DLEWS Approving Number Units Description Model d Manufacturer STU's Agency - ably. �_- .._..... ?p Doo TANKS Nominal Capacity 'type Liquid Serial Approving Hnw Many &Dimensions Contained Manuftuntrtt No. Agency 800 Seminole Road• Atlantic+Beach, Florida 32233-5445 .Phone: (404)747-5X00• R.ix: (91`14)247.:+124:1 . hrtp://www.ei.atiantic-heach.1l.us 1 'd 61.68-64�—i013 O/d a14es3 UWa00 dG 1 t Z0 SO *1 %O0 y V� CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION J Date: Property Address: 6 (a Owner: Telephone #:C P (p_ <i3(P Contractor: oCean smnc ��n ^t- �C Telephone #:EIQ-sz5l Contractor Address: 14-1co Cert Ii[ C _ y' N,) Fax #: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heatin Fuel: If other construction is being done on this building 7or site,list the building permit number: Electric �,�. ❑ Gas: LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed I/Ce tral i Floor G"' Residential t '' Air Conditioning: _Room ,Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlifr Escalator (Number) �Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency C/cc. yrw X036,6 iIe ' o9-� �-- HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 19 dift 0000 T INKS Nominal Capacity Type Liquid Serial Approving How Manv &Dimensions Contained Manufacturer No. Agency E 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us LIJ J CITY OF ATLANTIC BEACH �+ BUILDING AND PLANNING .` �b�IT qY 800 SEMINOLE ROAD s" ATLANTIC BEACH,FLORIDA 32233-5445 ,may TELEPHONE: (904)247-5800 . w FAX: (904)247-5845 http://ci.atlantic-beach.fl.us Wednesday, March 31, 2004 Dunson Real Estate 241 Atlantic Blvd. — Neptune Beach, Fl. Attention: Marge Dunson Marge, Attached is section 210-8 of the 1996 National Electrical Code pertaining to Ground Fault Circuit Interrupters (GFI). This is the code that was in use in Atlantic Beach from 1996 to 2000. The code clearly required GFI's in all bathrooms and kitchens as well as outdoor outlets when the house at 86 Nicole Lane was wired in 1998 and 1999. I have also enclosed a copy of the Electrical Permit taken out by Liberty Electrical Contractors to wire this house. Our records indicate the house had the GFI's in place when the final inspection was completed on 3/23/98. Please call if you have any questions concerning this matter. Sincerely, Don C. Ford CBO Cc: File Enclosures: Section 210 1996 Nat. Elec. Code Atlantic Beach Elec. Permit for 86 Nicole Ln. PSR-3844 16931 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ ------ LOCATION INFORMATION -------- ermit Number : 16931 Address : 86 NICOLE LANE . Permit TVpe : ELECTRICAL ATLANTIC BEACH , FLORIDA 32233 lass of Work:NEW -------- LEGAL DESCRIPTION ---------- Constr . Type :W00D FRAME Block : Lot : 2 Twp : 0 Proposed Use: SINGLE FAMILY Section : 0 Subd : Ring: 0 Dwellinas : 0 Subdivision:TIFFANY BY THE SEA Est . Value : 0 . 00 Improv . Cost : 0 . 00 Total Fees : . 50 . 00 Amount Palid.' 50 . 00 7nr rhe r '1 W 3" W U - NFW SERVICE ------- OWNER INFO.RMAT!.ON ------ - -- APPLICATION FEES ---------- ame ...3ACKSON PERMIT 50 . 00 ddr : d6 NICOLE"LANE, ATLANTIC BEACH . FLORIDA 32233.. hone :f90 47-' �2&9-1 §3 ------ CONTRACTOR INFORMATION i------ ame : LIBERTY ELECTRICAL CONTRACTORS dd.r_;...p 0 " BOX JACKSONVILLE ,, FLORIDA 32239 Li c : EC1'7:2:9,: Exp : - NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE. FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , $58.98 14 CHECKS J15261 ATLANTIC ACH BUILD NG D RTMENT 88188883221808 By: - r, ARTICLE 210 — BRANCH CIRCUITS 70-57 s, (f) Noninterchangeable Types. Receptacles connected to circuits hav- ing different voltages, frequencies, or types of current (ac or dc) on the f� same premises shall be of such design that the attachment plugs used on these circuits are not interchangeable. 210-8. Ground-Fault Circuit-Interrupter Protection for Personnel. a.0 (FPN): See Section 215-9 for ground-fault circuit-interrupter protection for per- sonnel on feeders. ) a - Dwelling Units. All 125-volt single-phase, 15- and 20-ampere recep- tacles 9 � installed in the locations specified below shall have ground-fa t ) circuit-interrupter protection for personnel. (1) Bathrooms. (2) Garages and grade-level portions of unfinished accessory buildings used for storage or work areas. Exception No. 1: Receptacles that are.not readily accessible. !gin Exception No. 2: A single receptacle or a duplex receptacle for two appli- ances located within dedicated space for each appliance that in normal use + is not easily moved from one place to another, and that is cord- and plug- connected in accordance with. Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under exceptions to Section 210-8(a)(2) shall not be y 1 considered as meeting the requirements of Section 210-52(g). (3) Outdoors. #� Exception: Receptacles that-are not readily accessible and are supplied .0- from a dedicated branch circuit for electric snow-melting or deicing equip- F; ment as covered in Article 426 shall be permitted to be installed without t ground fault circuit-interrupter protection for personnel. iv (4) Crawl spaces. Where the crawl space is at or below grade level. ,':,; (5) Unfinished basements. For purposes of this section, unfinished t ' basements are defined as portions or areas of the basement not intended as '+ . habitable rooms and limited to storage areas, work areas, and the like. Exception No. 1: Receptacles that are not readily accessible. , Exception No. 2: A single receptacle or a duplex receptacle for two appli- Il ances located within dedicated space for each appliance that in normal use f a; is not easily moved from one place to another, and that is cord- and plug- connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under exceptions to.Section 210-8(a)(5) shall not be considered as meeting the requirements of Section 210-52(g). �� (6) Kitchens. Where the receptacles are installed to serve the counter- „.. top surfaces. l (7) Wet bar sinks. Where the receptacles are installed to serve the Ax countertop surfaces and are located within 6 ft (1.83 m) of the outside edge I a� i'7�iRA`(S of the wet bar sink. (b) Other than Dwelling Units. All 125-volt, single-phase, 15- and 20-ampere receptacles installed in the locations specified below shall have S 2 ground-fault circuit-interrupter protection for personnel. (1) Bathrooms. (2) Rooftops. , k t. ,i 1 G p,1r1 '. epi ql 01 CITY OF 4&a44x Awc4-4 Office of Building Official q / /> REQUEST FOR INSP N Date 9-/0- Permit Permit N6 17071 Time A.M. Received R , Jo ddress L lity Owner's J Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Q Fire Place ❑ REA NSPECTION �M0vr4'_ _` ues. led— rs. �_ 9�Inspection Made PM. Inspector fffFinal Inspection ❑ Certificate of Occupancy ❑ Date /n�`, //CITY Ol/F 0; Office of Building fficial 7071 REQU T FOR SPECTION 6- 170-7 / -71j-'2 Date / Permit No. Time A.M l Received -'lam f Job dd`ress ! L cality Owner's C,_r�_�—` Name Contractor ILDIN� CONCRETELEC RIC WMBIN AL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Li+rr Tues. Wed. Thurs. Friday Q P. _ A.M. Inspection Made Inspector Final Inspectio certificate oftrcupa'rta` Date 11J/� �� //CITY OF 4&4a4-C l3eacA-99&u44 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.W. Vis Job Addr ality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. CCT�h+uurs. Friday P.M. Inspection Made © PM. Inspector C O {}p Certificate of ccupanc Date CITY OF 4&4 � Be",�"' Office of Building Official REQUEST FOR iNSPECTi _99 / �73_3 Data Permit N . Time A.M. Received P M Job ss f�o fty Owner's v Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ Footing ❑ Rough Wiring Cj Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. FridayP.M. A.M. Inspection Made _P.M. Inspector �.. ' Final Inspection ❑ ✓^�, Certificate of Occupancy I]4__ `�"/,�( TiClls Gi/•''f� Date � � //CITY OF t4&4a��C /3040.4- Office of Building Official REQUEST FOR INSPECTION Date ` �^^_.�� 9 V Permit No. 1-70 -71 Time r� Received P JoL Address Loca' Owner's Name Q�AContractor DING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring -� Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole I-; Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. [W�ed�. Thurs. Friday ,/ (1 A.M. Inspection Made 'T P.M. Inspector Final Inspection ❑ Certificate of Occupancy i Date N LANTlC' µ y E— .. C FloR14�' NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE L THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Cr'-ct r 0A $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B ;7/W CITY OF Office of Building Official REQUEST FOR INSPECTION Date �� Permit No. Time A.M. /J D R ve 'J�ob J P.M. 7.2.5--, Address Localityn s 0.LLC.SO/� Lt /F Gtf i G Name Contractor BUILDING CONCRETE RIC PLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring I Rough ❑ Air Cond. & Re Roofing Cl Slab ❑ Temp Pole Top Out Heating Insulation D Lintel ❑ Final Ci Sewer Fire Place Ci Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday /fswl� A.M. Inspection Made P.M. Inspector Final Inspection Cl Certificate of Occupancy is Date ii�� t n/CITY__O//F /n�//_� 1Q(LGiI& Beac-4-&;& Office of Building Official REQUEST FOR INSPECTI L� Date _ Permit o 6 6 Time A.M. Received Jo ress Jx¢ality Owner's Name ontractor 1/�f. BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab C-- Temp Pole ❑ Top Out ❑ Heating Insulation F-11Lintel /< Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed.. Thurs. Friday d A.M. Inspection Made '' PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date �n � �� nnCITY OF //�� 4&6^ c !3�-"t4BILQ.Q Office of Building Official REQUEST FOR INSPECTION Date , � Permit No. Time A.M. e Received l t� P. J � Job Address cality /T_� Owner's ��✓�_/ Name _ Contractor BUILDING C NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ----F�g ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab I -, Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel _ Final Cl Sewer ❑ Fire Place Cl r Pre Fab READY FOR INSPECTION A.M. Mon. � '�� Tu Wed. Thurs. Friday _ A.M. Inspection Made P.M. Inspector _� _ Final Inspection ❑ Certificate of Occupancy El Date CITY OF Office of Building Official ,(�`�REQUEST FOR INSPECTI I Date I r 2- y Permit No. r' Time A.M. Received (� P.M. O 6 �6+— �Job /Add''ress Owner's C Name - Contractor BUILDING NCRET� ELECTRICAL PLUMBING MECHANICAL Framing C Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out C Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P, . � 57,Q A.M. InsRection M de P.M. Inspector Final Inspection Certificate of Occupancy❑ Date p�LANTjC' I v - 2 �lOR1��' k 4 OF ADDITIONS or CORRECTIONS D• NOT REMOVE {' JOB ADDRESS DATE f THIS JOB HAS NOT BEEN COMPLETED C The following additions or corrections shall be made before the job will be accepted r Gv o VG f4 IN('70 I?11114 1` (©Aj 4 i t I r c f I 4 i $15.00 REINSPECT FEE G It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BL p.m. Monday through Friday. _U CITY OF A -11514 Office of Building Official REQUEST FOR INSPECTION Date_ � i 1_. Permit No. Time A.M Received P.M. / Job Address , L ality i Owner's Name Contractor _ BUILDING CONCRETE ELECTRICAL Ptti1a18t__fia--e7 MECHANICAL Rou Framing - Footing = Rough Wiring Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation = Lintel _ Final _ Sewer C Fire Place Pre Fab READY FOR INSPECTION Sri Tues. Wed. Thurs. Friday _ A.M. Inspection Made _ r © r P.M, inspector_ Final Inspection Certificate of Occupancy Date _ _ 11//� �� //CITY OF 4ttliil4'c 13w44- Office of Building Official RE EST FOR INSPECTION .. - Q -97 1 Permit No. e A :eived M Job Address Local ty ner's ne Contracto ILDING CON RETE ELECTRICAL PLUMBING MECHANICAL ming ❑ Rough Wiring Rough a Air Cond. & ❑ Roofing Slab Temp Pole El Top Out 0 Heating I station Z Lintel C Final C Sewer Fire Place D Pre Fab READY FOR INSPECTION A.M. �. Tues. Wed. Thurs. Friday P.M. �'01>1 A.M. )action Ma f PM. )ector Final Inspection u Certificate of Occupancy ❑ Date CITY OF r, 4&4a4c Be444-07&WA4, Office of Building Official REQUEST FOR INSPECTI N / 7 0'7 gate 0 Permit No. ime / O = V C) received PM. ddress Locality iwner's a lam Contractor IUI CONCRETE EL ICAL. PWMBING MECHANt 'ramiin ✓~< Footing Roug Rough C 1 "ttifr6erad,&-- e oofing Slab ❑ Temp Pole fbp Out Heating isulation ❑ lintel Final ? Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Aon, Tues. Wed. Thurs. Friday A.M. nspection Made _ l�lJ / PM Final Inspection i Certificate of Occupancy C i Date _ 3 TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No . Address RnrePlease update vour records accordingly. Th void, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb "c 11�� //CITY OF A/�&4#t& 7� /3eal:4-4 Office of Building Official EQUEST FOR INSPECTION Date rt. Permit No. ---/-7-0 Time A.M. Received P.M. fess Lo lity Owner's ef— Name Contractor K�J BUILDING CONCRETE ELR�ICAL LUMBING MECHANICAL Framing ❑ Footing ❑t --r~eegrn+ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final wer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday PM:--' A.M. f Inspection Made 3 f P.M. Inspector c11 Final Inspection ❑ Certificate of Occupancy ❑ Date DATE : PRE-SERVI,-:7- DIVISION JACK30NV-:LLE LLZGTRIC AUTHC:tRIT'. --3 WEST DUVAL STREE , JAL;hL-�l-NVILLi , t LL3i<'LlJA THE' 0.1L:-0W ;,.MG . ILMAL INJPEC ICN , -i' ) FIA i„ SATISFACTORY : 1-7() ?4jy-- --)/ , �� ------ ------------------------------------------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- 1. Enclosed are the blue copies of the permits. SINC LY, BUILDING INSPECTION DIVISION cc: FILE Tatiftratt of 0hrupunrV Tity of Atlantic +6eac4 -- 31Briba Department of Nuilbing Jno anion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No1646$J17071 Group W.frame Type Construction sem_— Fire District-Atlantic antic beach Owner of BuildincyzPaton & Sugan` 4cksQdgtess S6 Wi_cnl Q Lana t Buil ' Address Sig 1Vi COl P Tran,~ LocalityAt l antic 'Reach- FI 32233 1 By: DON C. FORD C Building Official Date: 2 �� 7 POST IN A CONSPICUOUS PLACE p'IcG`PFRTY DESCRIPTION Lot # Z- , c ection # RECEIVED Blo � � Subdivision: T /�,�/✓ �yT',�N Sr/� MAR j 199 Street Name IKESC.�tZIPTI OF WORK or Address: City of Atlantic Be ch (I in a FLOOD HAZARD Building and Zoni 9U�/G/�7/� e Flood Zone: area complete page 3) Br-ieesc i tion ,?SdGS�/G7 il-/ vr�� Class of Work: N w/ Remodel/Addition: ZONING INr TI(7N Type of Construction: "a W/, /G/o 0,1L LVOC cl //lsj�6_ Zoning Proposed District: Use: Estimated Value $ .2 c''o,e o Exceptions or Variances Materials: Granted: So or Filled Ground:. 5186 Roof--. -17/- Method Method of Heating: W CW?Ar,*,do owlim BION Property Owner: �J�C-/�SUn/s Phone: L - 3 S Mailing Address Zip: CONTRACTOR INFORMATION J"60 Contractor: a/'1 -S S l -/ Phone--_ 22- 1 V Z 0 '0 Mailing Address: U --�� A3Zip: G� Z� Expiration�U 3 / / f'� STATE LICENSE N0: es " q Date: 5 !� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREI14 OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGE T UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPP I HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 3 l Contractor Signature—///6'11411L�- DATE ✓- Z J O SW AND SUBSCRIBED BEFO ME BY 6� 13 �v S THIS DAY OF 199 . NOTARY PUBLIC ti ;is MY COMMISSION N CC553881 EXPIRE`, ?a. August 27,2000 7 fJf„S�` SONDEDMU7}iDY FAIN INSURANCE,INC. PROPERTY ZESCRIPTION RECEIVED Lot # .2— Bloch sect-ion #- Subdivision: %! /"- '3-:&4 AVN � 9 1996 Street Name / � ll ON WORK or Address.: Y� /C!ClflC L nyl� f I TalloOF (If in a FLOOD HAZARD ouliding AM 9@01RA Flood Zone: area complete page 3) Brief Des,c�iptio o2560 �1��1 •_ /NG'At/19'a'm& Class of Work: (New/ Remodel/Addition: ZONING Type of Construction:&OC,C' #/W>7 Zoning Proposed District: RG _ Use:. 12 5(4 E11-;7`tl¢ L Estimated Value $ v Exceptions or Variances Materials: Granted: Ajo&)(�F- ,.---_ �3'0or Filled Graund:_ -5146 Roof• �LL Method of Heating: OWIM OPr Property Owner: Mi. YZS pA Phone: 0�rl-1/ -5 Mailing Address G !CG/L--- e-OnC-r 1 Zip: Z- CONTRACTOR INMtMATION Contractor: 6I1Tc5 ijv//�i7 d ZS! Phone: Mailing Address: Zip: r � Expiration STATE LICENSE NO: C '"66 72 y Date: 4 g '?/ lAW I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED" THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT_ ALL. PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINAN=, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE Contractor Signature 11za DATE �C J 0 SWO AND SU SCRIBED BEFORE. M& BY ✓/ �6 >7 THIS _ DAY OF 199 NOTARY PUBLIC'(?�� .,0"Av P/ PBtriCi$AR1008KB �+ r MY COMMISSION M CC5MI EXPIRES ' a'= August 27,2M ,Qf„�c• BONDED M TP&PARIINSURANCE,INC. FLOODPLAIN DEVELOPMENT INFORMATION Location:: �G? )0/Z Type of Development: G'«sc/• Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final.inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable prow' 'ons of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed dev e Date �S p� Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative NOTICE OF NONPAYMENT To: PRESTON JACKSON & SUSAN JACKSON Date: August 5, 1998 1881 eac si a ou Atlantic Beach, Florida 32233 To: Barnett Bank, NA Southside Boulevard,Building Jacksonville, Florida 32256 Att: Lois Harris, Contract Administrator BONTS BUILDING & DESIGN , by its undersigned agent, hereby gives notice, pursuant to a contract with PRESTON E. JACKSON and SUSAN B, JACKSON , it has furnished the following labor, services and materials: Construction and building materials and labor for a 2 story residential building. between March 18, 1998 and August 4, 1998 for an improvement on the following described property: Lot 2, TIFFANY BY THE SEA, as recorded in Plat Book 46, Pages 94 and 94a, of the current public records of Duval County, Florida. owned by PRESTON JACKSON and SUSAN JACKSON. BONTS BUILDING& DESIGN has not been paid and is owed $46,473.48 BONTS LDING A& ESING B Y 1 : � R0#T BONTS, gent DEPARTMENTOF BUILPINO CITY OF ATLANTIC BEACH t ZON dd � NICOLt tug. r G ' txtT t• UNI~1ATI ON ONLYit , A�`LAO�I C BEACH; �'I�OR I DA 32233 t Pf, �!s�.ar NEW c t1CL FAMXLE1 .4 LO . 2 TwF. � . _ E4cti eat , S.ubd'. Li e 1 Q Bubdi vision:T I PPANY BY THB SEA i B t . v a 1'�4 : } t� �m rov. coo j .C Total F + + t �.,a �( t•f�rx;., �, t �R .L O&74" '*".-^!!.^ �kr ,� b'�""u"'^'- ,.F 4.Y A."� L$V8�[ �w4 �:. 25 00 BAx H O ATIO + 3JN 'S. SND . si3 20 s ".2a PbIABAt"' RJA ? ACKB N P`LORtDA' 32225 � E&P J J ' NOT 1 { I NOTICE ; INSPECTI©NS ArIU3T BE REQUESTED AT LEA8T^4 N+CURS PRIOR"TO INSPECTION 1'r ING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST RIOT SE,PLACED IN PUSLIC SPACE,AND M T CL �Rt N13 kIAUL ED AWAY SY"EITHER CONTRAC70R OR`OWNflR EUP AUS BE i " -77777-7 LU 0m, TC 11 KY WNTN THE MECHAItI ►' 11 ! V !V l4 RESULT IN ! P"R�PE TY 11 R" #�'1R`IN T1N1CE FCf t U1 .i 1 V W0 16�R . Dr ACCORDINq TO APPROVED PLANS WHICH ARE PART OF THIS PITAWp.SUBJEC7 TC? RE1fOCAiIQ�1 FOA Vi0 `TION OF APPLICR$t,E PROVISIONS OF.LA�+V. � ATI.AI EACH BUILDING EPA TMENT 18t t n ' CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE�SENT OF WATER DEIMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTE21. THE, WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEIX. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) '' WATER CLOSET WATER CLOSET, TANX OPERATED (4) VALVE OPERATED (8) V BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) M -. COM31NATION SINK AND TRAY (3) WASHING MACHINE (3) �� POT, SCULLERY SINK (4) DISHWASHER (2) _ WASH SINK EACH SET Or FAUCETS (2) _ KITCHEN SINK (2) DENTAL LAVATORY (1) XITCM SINK. WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING 1124 SINX (8) � COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE RAKER (1/2) TSHOP (2) 0 SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ? � $20.00 EAC:i $ 0, JOB INFORMATION CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT —�— JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: ('J��ts�=�.• �(J/Y1 ?(>C� i CONTRACTOR'S ADDRESS: Z-9 COQQ�� --t�I� Z Z Z STATE LICENSE NUMBER: 56'73G TELEPHONE: HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES J WATER HEATERS �- BATH TUBS , DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — (904) 247-5834. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Addresses GB G� (-N F Dat= Heated Square Footage �� ' fa DPr s;, t -7 Oma_ Garage/Shedp? S,-,ft - S I �Zo� Ca pO t�Pgrr 7. �(� � - � 7 �J 7 T_ S 3 _ Patio i GTAL .VA- 7-0 �T__i T`,i Iota! V 111az�Oni 1St fG7t� 4" Remainincg Value { per thousand r�orticn thereo'= TOTAL BUILDING FEE S i,'_ Filing Fee 2�6L 5 ( l Fireplaces @ $15 , 00 S P� BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP S a CAPITAL IMPROVEMENT SEWER TAP S f3o�, RADON (HRS ) 0,05+j ( 33 SECTION H PAVING HYDRAULIC SHARES S '� CROSS CONNECTION $ /?Oq SURCHARGE . 0050, S OTHER $ GRAND TOTAL DUE I `� ADDITIONAL PERMITS OR FEES : Mechanical Plumb _ Electric/New Electric/Temp . SwimminaPool _ Septic Tank Well Sian Finish Fl r Elevation, Survey Other CALCULATIONS and/or NOTES : 08/07/199p, 10:56 904-356-0144 TITLESCURCE PAGE 04 71=90 .TACXSON112VZ90 %414:�)k" "UnCE Or COMWr4CZblFXr TAX ran me. PWW mlb. — FL fkl 687a 016 &Lod r4od "62110'"Zors n. - jp boor sow son we ba as&a stmoks ow- p 1. P.R. ca"mor 711,rdooke Swomoss.as bdwwg lodwomol"ippe — in of L PX Do.ft—WOO sommomp-to on.."clod 40-4— At RAT it I. 6 Moot - W Phole Lmw6Ad@Wb Simmob A 2= wwomsm!"W's, Last 2.MANY DY 7111 S111A.sommosibe ft On Swungsim mop"wo Fm book 40.pWw 94 mill 94A of go~pw pWM6 owns&at Do-4 C*NV.VkwW. oduAt 4are Q-�bassb. mosss mb�a.swam AMMIss $1111I alleffhAft CAW%AwAb bock PL IM) ft—W do mom-41f.0-4-0 sah— Am— Ado- AMMss P-v--w Asmssswe"I &WUS 11OWL N.A. vi:imfo aubmido ow aft=W.hahmmah VIL Sn" 991-471S dowbowd Vy wormsor wpm*wbmaodw w e6w dommaso mu he ur%W as pommolad Wy assolma 713AS(I)W7, plowillo YAM I— ftsss.� IN 066dams is humolf.-ww 404pow&-hapisim poommsm-ft-w-a am ofess*mm*s=MGM a vhss� cle"r roa As swam boa.MA, 100 WMW&kAklf*ftVll zoamm-ma, Thw XWM of C*Nmmomm� mallm 4WI oppirm 11111411 A111MUM "m he"by: MY.SIM 21pr )"kago-Ahk FL A256 amm If.va-M A.'"A"a STATIL OF coux"op Tho vms ooknoimdrsil bAm as Wo rA= , "nov ja.t.is twoffiftigy no,ar cl.babb.popolvao —- .t. odw am.0 A.. (oft-W CMOs,OIL Go of amm.be. S~AIN ftkWg flu.AM, OLM;—Al 4,.k Posmis Am." RECEIVED , MAR 31998 City of Atlantic Beach and Zoning MAP SHOWING( SURVEY OF IAC 2, 'IrrFANY BY IME .1WA AS RMORISF.b IN PIAT WOK 46, FAGM 94 N4D 94A OF 'I"P GtJWWMr PUD1,I4. sfmcORDS OF CWVAL cti'?cAM, >Ia DA. LJ�t iQ'RICIHToOF-WAY(PALFO I1'It1Y�TE 1t11R[tl (N,49°48' 05"t. FIELD) IiAlMN.ta, �l sifrNoltwrx M.8�M�16/�(.'O�E. 4Clt t')GI fou"aa:rz`tpON rr•e �tA4 WiMprt ++Zr ii Z pd 0 O b r 1 `3 4 a 4 M I _• _ I �a w�• I i 0.0 1o VACANT �m LOT o �'� LOT 2 ^ - Nares, THIS IS A BOUNDARY SURVFY. NO MALDIM REST TION LINE AS PER PIAT. BEARINUS BAUD ON THE CENTERLINE OF NICOLE LApX,AS PER PLAT'. ,•••�.. II&MDIXIII0l/rDrt 1 M aaara S.89t"46 �0 10. 901.00 I.e.ene .n (5,8994z'la'W. 4a01'FIELD) D THE PRUPER Y StIOWN HEREM APPFi}RS 'It) LIE IN YLCXDD ZQW "X" (AREA (XMSME 500 Yf;M 1,-.,CX II {'LASH) AS WMJ. AS CAN BE DEPEHMINED F'IM M4E `FTMn INSUrWn,, RATE MAP' CIMaIRtf'Pi-L+nraF:1. "1A$U;R 1',0075 0041 n Rtsvl:lr;U APt% 17, 1909 fUll LAJVAI CtWrr, t1X)R1DA_ I HEN'cIIY CERTIFY *W TERRI ANN c2mNI)LER, FIRST' UNI(A NATI(WM. RANK OF 4uMnA, tlWv-'I4E TM2 AND ABSTFWr AND OLD KEWSLIC NATIONAL TtTr+E IMgURAIVC'P.' a'rL4'ANY THAT L HA.VF. SIJRVDP,(J THE LANDS AS SHAWN IN THE AWNS CAPTION AM 1Mr T'MCS 14A1' IS A TRUE AND Cr)RRXT IfSPRFWWTATION OF TMT SURVEY AND THAT 'PNE SURSIE.'Y REPRESI7'T7CF,D,HEF EON MWM THE MINIMUM 7'SI_'HNICAL VIANIVkR 35 (W 'TUE. FWRIUA ADMIFVISrMTIYS CODE CIPYiV, 21---6 ANTI TW FLDRIDA LANG? TITT.E ASSMIA'VIGN. it 7129290 II�- NOTICE OF COMMENCEMENT JACKSON7129290 lS1 Tax Folio No. Permit No. State of FL Bk.: 8872 County of Duval Pq: 1475 Doc# 98052016 To whom it may concern: Filed 8 Recorded03/09/98 The undersigned hereby gives notice that improvements will be made to certain real property, 02:27:51 P.M. and in accordance with Chapter 713,Florida Statutes,the following information is provided in ENRY We COOK this notice of commencement. LERK CIRCUIT COURT rk.orlpionefroolproperty lobe loveyeeronldescription and eddressvavallabbt UVAL COUNTY, FL EC. $ G.00 property Marten 86 Nicole Lane,Atlantic Beach,FL 32233 tspl Deeorl ko, Lot 2,TIFFANY BY THE SEA,according to plat thereof as recorded in Plat Book 46,pages 94 and 94A of the current public records of Duval County,Florida. 8 O rO vJ 00 oarenl aeemptionof top—.meet. res 0e lasormsAlon Nam Susan B.Jackson "dale" 1881 Beachside Court,Atlantic Beach,FL 32,233 Oam es iwrest In the eke of the tagroeem*ne(If other deem rw stew)*utle WAer): Name of(ea stewta title hordes(If ethar then eemer): Catlractor Phow wenbm ( ) Add— Fut eeadnr: N/A Coolraotor Aadr 1 Cmuracmr Addree Commotor Addree AMfm Srrr«y oo any payma><tom: N.me Phone mxnber. Addevee Aummt of bard S Nkms of say Leader tnatdrra a loan for the ountWedian of the haproveve nic Barnett Bank,N.A. Add— 9000 Southside Blvd Bldg 700/3,Jacksonville,FL 32256 ?Vo member (900)781-6638 Fumerder (904)987-0718 Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7, Florida Statutes: Nvuo A"— pbom maabor In addition to himself,owner designates the following person to receive a copy of the tenor's notice as provided in section 713.13(1)(b),Florida Statutes: �1OC Cindy Powell As Construction Administrator Barnett Bank,N.A. 100 North Laura Street Jacksonville,FL 32231-3000 ph�teenber 904-221-7131 This Notice of Commencement Name: Barnett Bank,N.A. shall expire February 27, 1999 Street Address: 9000 Southside Blvd Bldg 700/3T Prepared by: Mariiane Ravenscroft City,State,Zip: Jacksonville,FL 32256 (Type«pdW bstbly) Lp P—, Susan B.Yckwn reston E.Jackson aTM+a•+r aorrower 1 aanwr 1)onoacr t �rro•�r STATE OF COUNTY of The foregoing instrument, was acknowledged before me this day of �QhCU�CL.1 r 19 a .w,rtyrrr nx)aI ^T`'_]• ) t• !� ��lG' U (Dame o(pcnoo ec tedpe) who is personally known to me,or ❑who has produced as identificati d �, Type rtes who ❑did 59:6d y did shot ' take an RICHARHEAD (official Notary Seal): FC COMM, 0750 (srpanrr.ofPersonTakingAcMy Comtn5.2001gey. (Narn6i)TAobjkd2erTypod.ftwwor&^mp- (ritl.«R-4 6RW62b6 V7/47 1F0 NOTICE OF COMMENCEMENT (Sail Nronber,Ifway) (.'I)o NOTICE OF COMMM4CMFNr' BMC*OWM REV.2N5 CITY OF ATLANTIC BEACH PBMTIO�TO .QCA'I" dNdFtRMA ' r{ .7-4- P4rmlt ft,N ber,; 1SC Address'. S6 ,NICOLE x`I l t Type:PLUNB TNC ATLANTIC BEACH . `,PLOLIRIDA 3 l ass of Work:NEW - 18 OAt DE CRI ! t ;_ ._� �"4 Constrl Tyoe:,WOOD FRAME B1tickx Leat:2 ;l 01 , rcPc► t3 .Ise:STUGLE 'AMILY Section: O S�bd: t� RAq� 0 , DwelIjggs: O Subdivision.TIFFANY BY ,TBE SEA �a Est.. value: + :'Improv. Cost , VotAl Fees 67 . 50 mrunt 1F 67 50 �. ► e v � a ; 8� 998 u Workfttftl ZINC AVE ROME Y dipb I , TN 'APPLICATION FEES Name �67 . Adds. (1 � s af{�P �` �'a RM ftme: F'uJ R mB k1' w + " goai �' y"'`a` ewrosaae, � '. I xq r NOTES: r � . 3 r , Jk y ` � NOTICE-INSRECrot S MUST 09 REQUESTED AT LEAST 24 HOURS PRIOR TO INS#EO''tON 1 f BUILDING MATERIAL,RUBB►SH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED'IN PUBLIC SPA06i ANO MUST B ' CLEARED UP AND`HAUI ED AWAY BY EITHER CONTRACTOR OR OWNER K'FAIL R:E TO COMPLY Whit T`HE MECHANICSLIEN. LAIC,CAN E ULT l , THE PRCSPERTY OWNER PAY'hNG 'I`INII�E FC)R BUIl:�3II��r III�P"Rt?1[E�VhE>dTS�"� T PP P { H A P F T I 'P R T'TO" R TION fib , �. St1ED ACGORDI-NCS fl A F2QVED ,DINS WH C FSE ARfi O H S, E M{�' ANC{ SUBJ�C ��, It VIOLATION OF-APPLICABLE PROVISIONS OF,LAW.` $67. i4 �* ytwl ATLANTIC BEACH BUILDING DEPTMENT .71 1 . ;. MAP SHOWING BOUNDARY SURVEY OF LOT 2, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PRESTON JACKSON AND SUSAN JACKSON STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE, P.A. NICOLE LANE (40.0' PRIVATE RIGHT OF WAY) N 89'46'20" E 50.00' (PLAT) N 89'42'58" E FOUND 1/2" IRON PIPE FOUND 1 f2" IRON PIPE 34,27'(PLAT) STAMPED "LB 3672 50.06' (MEASURED) STAMPED 3848 R.MILLER" " POINT OF TANGENCY 7.5' JACKSONVILLE ELECTRIC AUTHORITY EASEMENT 10'z 17.5' JACKSONVILLE ELECTRIC AUTHORITY EASEMENT O I N 20.0' N H N RECEIVED CL Q � Q v W W 0 APR 2 g 1998 1. M A,. U City of Atlantic Beach MASONRY STEMWALL 4.0' TOP OF STEMWALL °i Building and Zoning 3.70' ABOVE LOT 1 CENTELINE ROAD GRADE LOT 3 3 a _ 0.3' o 04 "ry X <1 b � � v o R?- 7.6' xW W O O J = Z ui LO 21.3' 0 e.r r O o O � C0 LOT 2 0.2' FOUND 1/2" IRON PIPE- FOUND 8944'1 89• " '`I FOUND 5/8" REBAR S STAMPED "LB 3672" 4'4.18 r' STAMPED "LB 6755" Q 50.00 (MEASURED) S 89'46'20" W AQO 50.00' (PLAT) OFFICIAL RECORDS VOLUME 3459 PAGE 1066 NOTES: ACCEPTED BY: LEGEND: X— = FENCE O = CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE _ PLAT BEARING OF - S 89'46'20" W ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE _ x . AS SI�OWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL 001 D 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 3916 DATE OF FIELD SURVEY: 03-26-98 DISK # ZIP 8 _ SCALE: 1" = 20' CERTIFICATE ~ 923 Peninsular Place, Suite 1 I HEREBY CERTIFY THAT THUS SURVEY WAS MA::E JNPER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE IN(MUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA (Phone) 904-354-1141 BOARD OF PR SSItF�,�lAl- 1RVEYQRS AND AAAAAA��APp�ER 61G17-6, FLORIDA (Fax) 904-354-1255 ADMINISTRATI COD / 'A T LE, :TI }t2f2,1-771A STATUTES. M CHARLES K. McINTOSH LICENSED BUSINESS N 6702 REGISTERED SURVEYOR AOD MAPPER 4 5502 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS CITY OF ATLANTIC BEACH, FLORIDA ^vp ��•�LY APPLICATION FOR ELECTRICAL. PERMIT TO 111E CHIEF CI ECT111CAL 1NSPFCT0II: DATE:_.,___. kIN 1 H TAN I NO I ICE: CONSIDLRAIION OF PERMIT GIVEN FOR 0OINHE WORK AS DESCRIBED IN 1111 FOLLOWING, WE �IRE[3Y AGREE TU i'ERFORM G 'THE WORK IN ACCORDANCE WITH TIE ATTACHED PLANS AND SPECIFICATIONS, I. WHICH ARE A PARI HEREUf, AND IN ACCORDANCE wi m EL 'TRICAL REGULA11Ot , CODES AND CITY OF ATLANTIC BEAC11 ORDINANCES. r L 9 T__l ecT Rl c AL =n NrRA e R�_.-.1�_.- -- __1 - —,��- ELECTRICAL FIRM: MASTER ELECTRICI SIGNATUREI J(JURNEYMAhI NAME , C� N _ ADD RESS: C.cC�"_ LST . . . _RFD_----_60X- rr�� BLDG. SIZE —�13ETWEEN: II.•ACI��_N •6SC_mrjv jpLe_ RES. ( APT. ( I Comm, ( ) PUS LIC { ) INDUS. ( I NEW ( I ULD ( I FEW. ( I ADDITION ( i TRAILER ( 1 TEMP. (x) SIGNS i 1 _ SO. FT. SERVICE: NEW ( 1 INCREASE((( 1 REPAIR ( } FEE — _ CONDUCTORAMP SIZE S CUPI'ER {_ _ -_�( ------ -----! ----- - - - -- � ---ALUM.-fi)-- __ -- -___------- SWITCH Oil 13REhKEFtAMPS PFI W ag6V0LT_ -_- �/�---RACEWAY EXIST. SEF1V. SIZE _ _AMPS PIU_ W VOLT_ _ _ RACEI'VAY FEEDERS NO. SIZE - _JNO. LIGHTING OUTLETS CONCEALED OPEN 10TAL RECEPTACLES _ CONCEALED _ �— OPEN -_ 1OTAL 0 30 AMM 31 too AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED o-too AMrs. ovEn _ —. APPLIANCE9 13ELL T11ANSF. Ain — II.P. RATING II.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL IIEAT: KW HEAT 0•1 — OVER - MOTORS II.P. VOLTAGE 1111S NO. II•P• VOLTAGE PIIS MISCELLANEOUS S e.. _�46(,IQ PO4W?L__pe)tc TRANSFORMERS: UNDER 600 V. OVER GUO V, NO, KVA NO. KVA ------_— NO. NEON TRANSF, — — NO. VA. - MA. MOTOR SIZE 5WITCIi - FLASHER EACH SIGN FORWARDED TOTAL FEES DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC; AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE TOLL ING FINAL INSPECTION( S ) HAVE BEEN MADE: AND ARE SATI'�FA T RY : - ------------------------------------------------- ---------------- ------ ------------------------------ ------------------- -------------------------------- Enclosed are the blue copies of the permits. SINCERE M. 0', BUILDING INSPECTION DIVISION cc:FILE FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 2543.0 65.80 25099.4 Double, Clear S 0.0 0.0 126.0 66.20 1.00 8341.2 Double, Clear S 0.0 0.0 54.0 66.20 1.00 3574.8 Double, Clear S 0.0 0.0 24.0 66.20 1.00 1588.8 Double, Clear S 0.0 0.0 12.0 66.20 1.00 794.4 Double, Clear S 0.0 0.0 18.0 66.20 1.00 1191.6 Double, Clear W 0.0 0.0 24.0 79.70 1.00 1912.8 Double, Clear W 0.0 0.0 8.0 79.70 1.00 637.6 Double, Clear W 0.0 0.0 54.0 79.70 1.00 4303.8 Double, Clear W 0.0 0.0 36.0 79.70 1.00 2869.2 Double, Clear N 0.0 0.0 72.0 38.30 1.00 2757.6 Double, Clear N 0.0 0.0 18.0 38.30 1.00 689.4 Double, Clear E 0.0 0.0 90.0 79.70 1.00 7173.0 Double, Clear E 0.0 0.0 60.0 79.70 1.00 4782.0 Double, Clear E 0.0 0.0 12.0 79.70 1.00 956.4 As-Built Total: 608.0 41572.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 313.9 0.7 219.7 Frame, Wood, Exterior 11.0 2252.0 1.70 3828.4 Exterior 2252.0 0.90 2026.8 Frame, Wood,Adjacent 11.0 313.9 0.70 219.7 Base Total: 2565.9 2246.5 As-Built Total: 2565.9 4048.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1305.0 0.60 783.0 Under Attic 30.0 1304.0 0.60 782.4 Under Attic 19.0 167.0 1.10 183.7 Base Total: 1305.0 783.0 As-Built Total: 1471.0 966.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -37.0 -6549.0 Slab-On-Grade Edge Insulation 0.0 177.0(p) -41.20 -7292.4 Raised 75.0 -3.99 -299.3 Raised Wood, Adjacent 19.0 75.0 0.40 30.0 Base Total: -6848.3 As-Built Total: -7262.4 FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Type Area X SPM = Points 2543.0 8.00 20344.0 Practice#2 2543.0 8.00 20344.0 Summer Base Points: 41798.4 Summer As-Built Points: 59842.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 41798.4 0.37 15465.4 59842.1 1.00 1.10 0.28 0.86 16101.0 s FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 2543.0 -10.60 -4043.4 Double, Clear S 0.0 0.0 126.0 -28.40 1.00 -3578.4 Double, Clear S 0.0 0.0 54.0 -28.40 1.00 -1533.6 Double, Clear S 0.0 0.0 24.0 -28.40 1.00 -681.6 Double, Clear S 0.0 0.0 12.0 -28.40 1.00 -340.8 Double, Clear S 0.0 0.0 18.0 -28.40 1.00 -511.2 Double, Clear W 0.0 0.0 24.0 -9.20 1.00 -220.8 Double, Clear W 0.0 0.0 8.0 -9.20 1.00 -73.6 Double, Clear W 0.0 0.0 54.0 -9.20 1.00 -496.8 Double, Clear W 0.0 0.0 36.0 -9.20 1.00 -331.2 Double, Clear N 0.0 0.0 72.0 7.30 1.00 525.6 Double, Clear N 0.0 0.0 18.0 7.30 1.00 131.4 Double, Clear E 0.0 0.0 90.0 -9.20 1.00 -828.0 Double, Clear E 0.0 0.0 60.0 -9.20 1.00 -552.0 Double, Clear E 0.0 0.0 12.0 -9.20 1.00 -110.4 As-Built Total: 608.0 -8601.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 313.9 3.6 1130.0 Frame,Wood, Exterior 11.0 2252.0 3.70 8332.4 Exterior 2252.0 2.20 4954.4 Frame,Wood,Adjacent 11.0 313.9 3.60 1130.0 Base Total: 2565.9 6084.4 As-Built Total: 2565.9 9462.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1305.0 1.20 1566.0 Under Attic 30.0 1304.0 1.20 1564.8 Under Attic 19.0 167.0 2.00 334.0 Base Total: 1305.0 1566.0 As-Built Total: 1471.0 1898.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Slab-On-Grade Edge Insulation 0.0 177.0(p) 18.80 3327.6 Raised 75.0 0.96 72.0 Raised Wood, Adjacent 19.0 75.0 2.20 165.0 Base Total: 1647.3 As-Built Total: 3492.6 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Type Area X WPM = Points 2543.0 7.40 18818.2 Practice#2 2543.0 7.40 18818.2 Winter Base Points: 24549.4 Winter As-Built Points: 25547.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 24549.4 0.55 13502.2 25547.4 1.00 1.10 0.45 1.00 12777.1 FORM 600A-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 3803.00 11409.0 75.0 0.93 3 1.00 3598.54 1.00 10795.6 As-Built Total: 10795.6 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15465.4 13502.2 11409.0 40376.6 16101.0 12777.1 10795.6 39673.8 EPI : 98.3 �y04 THE ST9 j�O�•t+ � rrlrt. `z.'a '°iso``•`` V� tl, ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 6EPI=- 0 10 20 30 40 50 60 70 80 90 100 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RESIDENTIAL , ENERGY PERFORMANCE i • INDEX ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR _ DBL TINT WINDOWS................................................ Double Clear C --i ----- i INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0Z -- ------ R-0 R-7 Wall R-Value.............................. 11.0 -- __L ----T 1 -- R-0 R-19 Floor R-Value.............................. 0.0 AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 12.00 i --1 —T 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 7.50 i WATER HEATER..................................... 0.88 0.96 Electric EF...................................... 0.93 -- ----- -- -- ---------J 0.540.90 Gas EF...................................... N/A I 1.0 5.0 Solar EF...................................... N/A C -- - - OTHER FEATURES................................. r -- – I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Building construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 RIGH ...J I OAO AND EOji IPAt-l"'All' File name: BONT2543.810 r Roby 8onts By: Air Engineers. loc. 10941 Beach HIM Mcksonvilk--., Fl 3124 6 904-641-231F Plan 12543 Job Wthr J1,x'cksonvil1j,AP F1 iv Ci, Jolv. MOM? OW 1)oy F Outside di6 : 94 Oe G? F Inside OW f lnvi(Je W Deg F vesign TO 3/3 Deg F Design 9 1,jey F 1wily Rangs, H AM Hum - 50 Grains if 49 yi Iff"A T]`,W,,� MAWAR SEN3181C 63VII&V EQUIP 10M ,91dq. 45327 Stub Structur�,� 471?8 Btah Ai0 CFKn ti 1 ,,,t i o 0 Stub i, t A 1` •. /o s > 0 4, tw.,') DesiG,)Fn :5winq F Design Heat load 45321 8tuh use NQ. Data 0 Ra t /5'wi?"? NUIL INT11 TRA TIOS Tbta I Sen a Equip load 4?1?9 Stub method r'n, I A M"MT C-6�01 JAq.,� FOUIP !OAO 312IN6,' construction Quality A verage Fireplaces 0 TnUrnal Gains (360 Stub 0 Stwh eYk,'A;'-JW6, CM)l INV infiltration 5660 Stub Area (sq. ft. 1 2543 2543 Tat latent Equip Load 7040 Stub t(;t}� ft. ) 2,54.36 254 30 Air ChangeslWour M ? 0.4 Tot I Quip I oa d 54218 Stub Eovivalvot Cm 29? 1?0 'it :A 71Af6.',' 5'UNNAA)) ICOOl //v6*11 No ke No IC Wiciency / Hipp 0. 0 0, 0 '14."a-ting 0 8 t uh 0 Stub hwating Output 0 81wh latent COOKOY 0 3 t Uh Neating Temp Rise 0 Deg F Total Mol ng 0 6tah ktival 17 ?523 M 2 2,3 r, ",Y MY Air Flow ractvr 0. 056 M&W C19 Air Flow Fact;�r 0. 0,153 ah Wrp 7helmostW Md Mys Heat Ratio 7 , ;; 1-/ ..y f t. +' 1,�", ", ", YY A I A,; Oy AVA ZU xvU4 a) / or Naomi) ro"M Ob P, File name: RON72543.810 zone; Entire House Mocedure A - Winter Infiltration H7M 611culation," ----------- ---------------------------------------------------------- ---- 7. Winter infiltration CT61 x 25TAI Cm.Ft. x 0. 0167 29? ITH 2. Winter Infiltration Htuh rl ("Y".ff -v 3'6' Winter 70 72426 Stah 1 if 3. MCI- Infiltration HTIlf 12426 6twh r. 646 Windo& Q.,? HTN Mor Arco ------------------------------------------------ ----------------------- floceddre 0 - Summer Infiltration HTM I'alculation," -------------------------------------------- ------ ---------------- ---- 1. Summer infiltration COY K 25430 Cu.Ft. x 0. 016? UO CTM fr 2. Summer Infiltration Stub 1. 1 x 110 CFM x 19 Summer, 7D 3550 Stuh 3. Sammer infiltration MY 3550 Stuh 643 I Dvor Area -------------------------------- - ------------------------------------ flocedure C - '*i7filtr,,;,tion f,.Iain ---------------------------- ------------------------------------------ 0.68 x 49 gr. difIr. x 1?0 4TH 5S60 Stan -------------------------- --------------- --- Mocedure 0 - Quipment Sizing loadys ----------- ---------- ---- ----- -------------------------------------- 1. Sensible Siting load 1 0 MO.CM x 19 Summer 70 i 8twh Sensible For Stractwre (line 19) 1 47118 Btuh fr Svm of Ventilation and Structwre loads x 4?178 8tuh Rating and 71moerature Swing Nultiplier K 1. 00 PSM Equioment, Siting 1 4 706 Stah 2. latent MAny load latent Ventilation I oad OMB M 0 POMMM w 49 gr. diff, 0 Mh Internal loads z ?30 6 No. Peopl�-- 0 8 t ah infiltration 56SO Btqh Equipment Sizing load - latent ?040 UK - ---------------------- --------- --- I--------------------------------- Guality is: 8 No. of Fireplaces is: ,VA,V1A4/ V- 17 1'1 -' ' J,—'., --;I : :': '''! 6��7?��,f�D Job� Zbmp�Ex�/rc �ous� ----- WM/ J. 7th Ed. --- �Z(�V/7, 5W.5-/44 --' 94ge / --- / // Name of Room / Ent �bxse / / 2/ Running /'& Kouap// A<mJ) / /./7, 0 Ft' / /T.r' 0 Ft' / / 3/ Room Dimensions, M / / 2543' x /.0 Ft . / / 4/ CefJnqo,Ft / 6�1,,Qiuo/ /V. 0 / c/ / /0. 0 /heatyt�oo/ / /----_----_--------_-----_---___-_----------_--_----_/--_-__-_--_-_-__----/ / Ty7� &r / /M7 K7y/ / Area / stuh / Area / Bt«h / / COMM' / /Ny' //ftj /C/g /1enq±h/ /ftg / Cly /Zeny±h/ //tq / Up / /___-_--_-----__--_--__--------__----_-_-__---_--_--_/__-___--__-__---_---/ / 5/ cross /W2C/ 3'4/ 2. 0/ 7770/ *=** / "" / "'s*r / **** / f)poycd /b/ / 0' 0/ 0' 0/ 0/ X*W* / *rts / �/ *a** / vs** / /c/ / 0.0/ 0. 0/ 0/ X*W* / **e* / 0/ ***g- / **** / Wtitioos /d/ / 0'0/ 0' 0/ 0/ **SW / Avis / a/ s*** / Iss* / /e/ / 0' 0/ 8' 0/ 0/ **** / *x** / 0/ *t** / ***g- / /f/ / 0' 6/ V' V/ 0/ **s* / *g-** / 0/ S*** / **S* / /----------------_--------_-----/--------------------/---_---_-____-_----_/ / 6/ A0'ndbws /a/ 6/ ""' / 600/ WHO/ g**�� / 60/,1/ /67f0/ & Glass /b/ / 0' 0/ ** / a/ 0/ *W** / a/ 0/ *w** / Ionra 8y. /c/ / V. V/ x* / 0/ 0/ rvxs / 0/ 0/ *xwx / /d/ / 0.01 *x / 0/ 0/ **tv / V/ 0/ xg-** / * /e/ / 0, 0/ � / 0/ 0/ *ses / 0/ 0V **wx / IN / 0' 0/ �* / 0/ 0/ ***w / 0/ 0/ exit / /______-_-___-_--_-_----__-_-'_- ----- --------- � o -__--_/-_-'_-__--___-_-----/ �obwm / North /2�' 0/ ��/ **�* / gVw/ 90/ **I* / TOW 1 Glass / NrSNW / 0' 0/ C'/ **ss / 0/ 0/ / 0/ Cjg' / EAN /12'01 2G4/ s*x* / 2044S/ OW4/ / 1044S/ SESSA / 0'0/ 0/ **** / 0/ 0/ w**x / 8/ South /3J' 0/ 234/ ws ww / S092/ 274/ "s / W2/ 610r2 / 0.0/ 0/ / C// <'/ sell / 0/ /----------------- --------------/--' --_-------_- - -I - --------- ---- ------- / 8/ Dthr ubors /a//&P//7- f//0. 4/ 40/ 699/ 416/ 40/ 699/ 4/Q/ / 0. 0/ 0. 0/ 0/ a/ 0/ 0/ V/ V/ / 9/ Net /a//20 3' 4/ 2' 0/ /!22/ 7, `��/ Upoaed /b/ / 0' 0/ 0. 0/ 0/ 0/ 0/ 0/ /}/ 0/ Mills a//d /c/ / 0' 0/ V' {// V/ 0/ /7/ 0/ (// C// /d/ / 0. 0/ 0. 0/ a/ 0/ 0/ 0/ 0/ 8/ J a/ 0' 0/ 0/ 0/ V/ 6' 0/ 0'0/ 0/ a/ 0/ 0/ 0/ A/ ' _'------------_--_-------_' '-/ -- ------------------/_-_---_---~------_-_/ //V/ Ceilings Q//6G/ /. y/ /. 4/ /704/ 1635/ /860/ /704/ /635/ /850/ 0//80/ 1' 0/ 2' 3/ /67/ / ,?y// / / // /c/ / 0' 0/ 0-0/ V/ V/ 0/ 0/ 0/ 0/ /- --- ----------------------- ----/--_----_----__-__---/_-_----_~-----_----_/ /7// F7no/m /a/WA/I0'8/ 0'0/ 177/ 5448/ V/ 777/ 544H/ 0/ /b/79D/ /. 0/ 0.0/ 75/ ./4/ V/ no/ 74/ 0/ /c/ / /i0/ 0'0/ V/ 0/ 0/ 0/ 0/ 0/ /--------__---_-_-------_-------/------- '_------- .-_/ - - ---- - -- -----------j' //2/ InfI/tratin* a //9.2/ f' j/ =/ /?426/ 3550/ 64S/ /2496/ 355V/ - _---------_-----_/----_---- -----_--_-/ /o00=6fR. . //// /?/ *** / 4/207/ tr** / 4/207/ *w** / //4/ Duct Btvh loss / W/ 472// **�r / w/ 4/21/ xv** / //6/ 7otal f/M /ooa z /3//4 4,5, ?7/ /- -_-- '_-----_----__- '- -------/ � ' ---- ' -_----- -----/'-_--_-__----_----__/ //6/ lot- Gains., P, 300/ 6/ / /SO0/ 6/ Roo/ voo/ / /200/ W989/ *�� / *�� / 41Y7S9/ .//8/ Duct Wrh &in 4197/ /uX/ 4289/ //9/ Total RSH 6aM//7+ /8/*TYF / / A All /- //0/ S**e > *wrt 1 �`��7/ ?f?�/ r*v* / rFr7/ 14NA41 I A th Fd RlrHTT V9 K", W5144 ormpow 047A job K Me name: SON72543.810 1W Cl A 0 K A V A AA A 0 3 0 c n n R n 2 1. 0 0. 0 0. 0 7. 0 38. 0 Z34. ON J 1? 0 3 c ?l? P 0 2 90 /. 0 0. 0 0. 0 1. 0 23. 0 20. 0 iz" ti w n 2 90 1.0 6. 0 0. 0 7. 0 12. 0 122. 0.(1 Q ob �T�uss -�I cuss Type Qty y URFTATJI760 TZ7FLOOR 2995 'F01 FLOOR �9 1 M273824 i -Bu frTersTuss Mfg, dti(ne�a 3559 —C 0--'J2 2 s ar 6-%9B MiTe-cln-lc ustne`�nc.lfuu 0T23 6 Tf 1Page 1-3-0 L 1-7-8 1x3- 1x3- 1x311 3x3- 3x3— 1x311 3x3- 1x3 ii 1x311 3x3- 3x3- 1x311 1 2 3 4 5 6 7 8 9 10 1 181J� � ---- - 19 0 v � i L 16 15 14 13 12 3x6- 30- 3x5- 3x3- 3x3- 3x3- 3x6- 15-0-0 15-0-0 LOADING (pSf) T SPACING 2-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.18 14-15 >978 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.25 14-15 >706 BCLL 0.0 Rep Stress Incr YES II WB 0.31 Horz(TL) 0.04 11 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:80 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 17=805/0-3-8,11=805/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 17-18=-34,1-18=-34,11-19=-30,10-19=-30,1-2=-2,2-3=-1417,34=-2266,4-5=-2266,5-6=-2372,6-7=-2372,7-8=-2372,8-9=-1405,9-10=-2 BOT CHORD 16-17=864,15-16=1949,14-15=2441,13-14=2372,12-13=1946,11-12=865 WEBS 2-17=-1148,2-16=769,3-16=-740,3-15=431,4-15=-73,5-15=-238,5-14=-94,6-14=1,9-11=-1149,9-12=752,8-12=-752,8-13=579,7-13=-289 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard APPROVED C{?Y .OF ATLANTIC BEACH '�.• ��IFICq`T '�' SUIj-'DING 017pr1Gr ;V 6205 RECEIV 131998 sA APR 2 9, Fa .. . City of Atlantic Beach g 1998 Building and Zoning APR AWMMNO-VerW design parameter and READ NOTES ON THIS AND=V==SIDE BEFORE USE. INNERri® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for on Individual building component to be Installed and loaded vertically. AppUoobWty of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bAricing of the overall structure is the responsibility of the building designer.For general guidance regarding lobrloatlon,quality control.storage,delivery,erection and bracing,consull OST-BB OuaHly Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,693 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate an joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. ,A TOP CHORDS �- cz C3 2, Cut members to bear tightly against each other. WEBS J5 ¢ 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = " �, �� Q joint and embed fully.Avoid knots and wane O at joint locations, plates lis"from outside edge of a U v 4. Unless otherwise noted,locate chord splices truss and vertical web. a C? a at 114 panel length(-b "from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of Jt J8 J7 J6 lumber shall not exceed 19%at time of required direction of slots in fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format rater to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and For format Placement Chari. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SiZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Tap chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chards require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 It,spacing,or less,if no ceiling is installed, 4011' unless otherwise noted. SBCCI 8720b,Bb217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,93i013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeko 15.Care should be exercised in handling, ® erection and installation of trusses. /� PANEL TM © 1993 Mitek Holdings, Inc. NMRQ,AIR 0 Joh--- Truss I russ ype �y P y AAM TBONTZ7FL66R M273825 2995 ;F02 FLOOR 7 1 � LBuilders rus–T ss MI tg,Woo me,Oa 31 - , I e n us nes, nc. I ue Apr07age 1-3-0 1-11-D—i 1x3- 1x3= 1x3 11 3x4- 3x3= 1x311 3x3- 1x3 Ij 1x3 I 3x3= 3x3= 1x3 ii 1 2 3 4 5 6 7 8 9 10 I - - d 18-x- 19 i I _ ZS i r–� — _� 16 15 14 13 12 3x6- 3x4- 3x5= 3x3- 3x3= 3x3 3x6= 15-3-8 15-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (IOC) 1/deft PLATES GRIP ' TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.21 14-15 >860 M20 249/190 TCDL 10.0 Lumber Increase 1.00 i BC 0.88 I Vert(TL) -0.29 14.15 >622 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 11 n/a BCDL 5.0 I Code BOCA/ANSI95 (Matrix) I 1st LC LL Min I/defl=480 Weight:80 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP N0.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 17=821/0-3-8,11=821/0-3-8 FORCES (ib)-First Load Case Only TOP CHORD 17-18=-34,1-18=-34,11-19=-29,10-19=-29,1-2=-2,2-3=-1451,3-4=-2336,4-5=-2336.5-6=-2464,6-7=-2464.7-8=-2464,8-9=-1437,9-10=-2 BOTCHORD 16-17=882.15-16=2001,14-15=2526,13-14=2464,12-13=1997,11-12=883 WEBS 2-17=-1172,2-16=792,3-16=-765,3-15=455,4-15=-72,5-15=-257,5-14=-84,6-14=-9,9-11=-1173,9-12=771,8-12=-779,8-13=635,7-13=-320 NOTES 1)This truss has been checked for unbalanced loading conditions. _- 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard IFI�•1 rF l ^"�� Ate'•. 1 r.1o. 3620� s, •c�rJ APR 0 8 1998 A WARMNO-Ver{f jf design parameters and READ NOTES ON TRW AND RE VERSE SIDE BEFORE USE. s= Design valid for use only with Mliek connectors.This design it based only upon parameters shown,and Is for on Individual building component to be � Installed and boded vertically. ApplicabiBty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbcing of the overall structure Is the responsibllBy of the buhding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSS-89 Bracing Specification,and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Nvi=.;v PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS -fir- C7 Gs 2. Cut members to bear tightly against each other, WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate x h, �� ; ¢ joint and embed fully. Avoid knots and wane O at joint locations. plates i/8"from outside edge of a " x truss and vertical web. O 4, Unless otherwise noted,locate chord splices G, o at /4 panel length(-b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. k For tabular plating format rater to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RiGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, 4e unless otherwise noted, SBCC! 8720b,86217,9190 12.Anchorage and/or load transferring WISC/DiLHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. "e stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek15.Care should be exercised In handling, ® TM erection and installation of trusses. � , /\ ® CupEt C 1993 Mitek Holdings, Inc. 706 russ I russ I ypely T71-TBONTZ IFCOOR 2995 I F03 FLOOR g 1 M273826 `Burl ers russ g-7R76od5ne�3T5fi9 4-U-12 s ar I e nus nes, nc. ue pr Tf3g673-P 998-Page 1 i 1-3.0 1 1 1 g 1x3- 1x3- 1x3;, 3x4- 3x3- 1x311 3x3- 3x3= 1x311 1x311 3x4= 3x4= 1x311 1 2 3 4 5 6 7 8 9 10 11 21 ii - 18 17 16 15 14 13 i 3x6- 3x4- 3x5= 3x3= 3x3- 3x4= 3x4= 3x6- -- 17-0-0 17-0-0 -_PTat-e Offs_efs(X;Yj[14:0=1=8,e ge -- LOADING (pSf SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.25 15-16 >810 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.34 15-16 >585 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.05 12 n/a BCDL_-5.0 _Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:90 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.t D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 19=915/0-3-8,12=915/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 19-20=-34,1-20=-34,12-21=-29,11-21=-29,1-2=-2,2-3=-1659,3-4=-2719,4-5=-2719,5-6=-3161,6-7=-2873,7-8=-2873,8-9=-2873,9-10=-1638,10-11=-2 BOT CHORD 18-19=991,17-18=2295,16-17=3056,15-16=3189,14-15=2873,13-14=2302,12-13=988 WEBS 10-12=-1313,10-13=904,9-13=-923,9-14=777,8-14=-355,2-19=-1316,2-18=930,3-18=-884,3-17=577,4-17=-69,5-17=-458,5-16=145,6-16=-40,6-15=-429, 7-15=154 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ��\,•`.°°°°° �^� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. `1F)CQ LOAD CASE(S) Standard �A.�1i �<t°• t 00.3320 4 SrrREG 'Gr�c7� - \�<�-ice' APR 0 8 1998' AWAdtNMG-verW design parameten and Rr-w mores OWTws AND R6vmm swz BBBoRR um. ® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to beMi Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bAicing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,D11111-89{racing Specification,and HIB-91 M iTek® Handling Installina and Bracing Recommendation avoliable from Truss Plate Institute,593 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each other, a WEBS J5 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate = " �,� ; � joint and embed fully,Avoid knots and wane v o at joint locations. piates lie"from outside edge of a _ truss and vertical web. a 4. Unless otherwise noted,locate chord splices C, C6 o at /4 panel length(*6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of w required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart. P Y WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. ` 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, le unless otherwise noted. SBCC! 8720b, 8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, TM erection and installation of trusses. 0 1993 Mitek Holdings, Inc, CLtP 0 HYDROA/A® ,Tole— i russ russ ype '•1 ly UU HAMTEONTZ-7 M273827 12995 iFO3A FLOOR 1 1 `Bwf ere Truss Mfg,Woodbine, a 3T569----- s ar 9SUIiTek In us nes, nc. TueAprO 23:45:401998 Pagel 1-3-0 0 11— 1-15 0-1 1x3= 1x3= 1x31! 3x3= 3x3= 3x3= 3x311 3x3- 3x3 1x311 3x3= 3x3= 1x3)) 1 2 3 4 5 6 7 8 9 10 11 �— — d 2211 23 _ 20 19 18 16 15 14 13 3x6= 3x3= 1x311 1x3 1) 3x6= 3x3- 3x3= 1x3 11 3x3= 3x6 6-7-7 _ 17-0-0 _ _ 6-7-7 10-4-9 LOADING (psf) �i SPACING 2-0-0 CSI DEFL (in) (lac) Iden PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0.45 Vert(LL) -0.04 19-20 >999 M20 249/190 TCDL 10.0 Lumber Increase 1,00 BC 0.45 Vert(TL) -0.05 19-20 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.02 12 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft=480 Weight:93 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (ib/size) 21=699/0-3-8,12=527/0-3-8,17=1004/0-3-8 Max Grav21=753(load case 4),12=527(load case 1),17=1004(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 21-22=-419,1-22=-419,12-23=-32,11-23=-32,1-2=-22,2-3=-338,3-4=-245,4-5=262,5-6=262,6-7=-693,7-8=-1064,8-9=-1064,9-10=-817,10-11=-2 BOTCHORD 20-21=332,19-20=245,18-19=245,17-18=245,16-17=359,15-16=994,14-15=1064,13-14=1064,12-13=552 WEBS 5-17=-64,2-21=-414,2-20=8,3-20=127,4-17=-662,4-18=182,3-19=-175,6-17=-827,6-16=464,7-16=-419,7-15=95,8-15=-43,10-12=-733,10-13=368,9-13=-336, 9-14=0 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be' attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the ' v building designer. 4)CAUTION,Do not erect truss backwards. ,..,• Tr 5)All plates are M20 plates unless otherwise indicated. �� •�+F[C " �� 6)This truss has been designed with ANSI/TPI 1-1995 criteria. ' !�. �i j`• LOAD CASE(S) • V 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 N0.36205 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0, i L ` — -yw +S 10-11=-100.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0, ;fY f�J7?��• t' 12-13=-10.0 /� ,� t•1rt i„4V Concentrated Loads(lb) /� •..... �� Vert:1=-400 2)1st unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0, 10-11=-20.012-13=-10.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0, 15-16=-10.0, 14-15=-10.0,13-14=-10.0, `^n O 8 1998Concentrated Loads(Ib) ur R Vert:1=400 3)2nd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 AWARNINO-Ver(f y design parameters and READ NOTES ON TJUS AND RE VERSE SIDE BEMRE USE. sst.ss� Design valid for use only with Mtfek connectors.This design k based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for latest support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbcing of the overall structure it the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erectlon and bracing,consull OST-BB Quality Standard,OSI-89 Bracing SpecMleatlon,and NIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onof io Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 16, tai, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS -,� G? c3 2, other. to bear tightly against each o WEBS J5 a: 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate o U h, �� joint and embed fully. Avoid knots and wane U O at joint locations. plates 1/8"from outside edge of a = truss and vertical web. 00 a 4. LIN?ess otherwise noted,locate chord splices o at 14 panel length(*b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of r.. required direction of slots in J t JB J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refs►to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General MiTek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FNA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 8720b,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised In handling, erection and installation of trusses. PANEL tM o 1993 Mitek Holdings, Inc. CLiP HVVRO,AIR® f Imo— russ russ ype 'Oty y AfT7 BONTZ7FLC50R M273827 2995 I F03A FLOOR I 1 1 I s ar f998 All a nus nes, nc. ue pr 23 44�19�J�Page I`-Bwlders russ g, oo ine, a LOAD CASE(S) Uniform Loads(MVert:1-2=-20.0,2-3=-20.0,3-4=-20.0,4-5=-20.0,5.6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0,10-11=-100.0,20-21=-10.0,19-20=-10.0,18-19=-1 , 17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0 Concentrated Loads(lb) Vert:1=-109 4)3rd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(=- Vert:s(plf)00.0,2-3=-100.0,3-4=-1 00.D,4-5=-100.0,5-6=-20.0,6-7=-20.0,7-8=-20.0,8-9=-20.0,9-10=-20.0,10-11=-10D.0,20-21=-10.0,19-20=-10.0,18-19=-10.0. 17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0 Concentrated Loads(lb) Vert:1=-400 5)4th unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) -11=-20.0,20-21=-10.0,19-20=-10.0,18-19=-1 Vert:1-2=-20.0,2-3=-20.0,3-4=-20.0,4-5=-20.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0,10 , 17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0 Concentrated Loads(Ib) Vert:1=-109 No.36305 APR p 8 1995' AWARMNG-VerW design parameters and READ NOTES ON THIS AND RE VERSE SmE BEFORE IUSE- Design valid for use only with wok connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbrcing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull OST-88 Qualify standard,DSB-89 tracing Spoeftatlon,and HIB-91 M iTek® Handling Installlnp and troclnq Recommendatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGenerull I PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS -'�— 7 Ca C 2 oCut themembers to bear tightly against each t� WEBS J5 3. Piave plates on each face of truss at each Ojoint and embed fully. Avoid knots and wane *For 4 x 2 orientation,locate v �' 3 �' ; -, o at joint locations, yyh plates 1/811 from outside edge of 4. V 4, Unless otherwise noted,locate chord splices truss and vertical web. Q o at r/4 panel length(*6"from adjacent joint.) CB CT C6 *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �.. required direction of slots in Jf JS J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format rater to the AROUND THE TRUSS STARTING ATTHE LOWESTJOiNT 7. Camber is a non-structural consideration and For to Gang-Nail Joint/Plateformre r to th Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice Is to camber for dead load deflection, " 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BCCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591 1329 4922 ft.spacing,or less,if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206,86217.9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. El 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, erection and installation of trusses. PANEL TM 01993 Mitek Holdings, Inc. o russ russ ype y TJTtHANfI BONTZ7FC0OR - M273828 �2995 I F036 "FLO'OR 1 � ' r �Bw ere russ �3 s ar �f938 i e nus nes, nc. ue pr age 1-3_0 0-2-15 1-7-9 1x3= 1x3.1 1x3= 1x311 3x3= 3x3= 3x311 3x3= 3x3= 1x311 3x3= 3x3= 3x3= 1x311 1 2 3 4 5 6 7 8 9 10 11 12 2 � III 24 1 n 21 20 18 17 16 15 14 3x6= 1x31 3x6= 3x3= 3x5= 1x311 1x311 3x3- 3x6= 3x3= 4-7-7 17-0-0 4-7-7 _ 12-4-9 _ LOADING (PSI) SPACING 2-0-0 CSI DEFL (in) (IOC) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.05 16 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.07 16 >999 BCLL 0.0 BCDL 5.0 Code treBOCA/ANS 95 (Matrix)Incr YES WB 29 1st LC L Min I/defl 1480 Na Weight:94 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 22=-59/0-3-8,13=558/0-3-8,19=1331/0-3-8 Max Uplift22=-224(load case 3) Max Grav22=148(load case 2),13=561(load case 3),19=1331(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 22-23=-74,1-23=-74,13-24=-34,12-24=-34,1-2=-4,2-3=181,3-4=181,4-5=1092,5-6=1092,6-7=-248,7-8=-1034,8-9=-1034,9-10=-1180,10-11=-884,11-12=-2 BOT CHORD 21-22=-181,20-21=-181,19-20=-566,18-19=-276,17-18=746,16-17=1180,15-16=1180,14-15=1180,13-14=584 WEBS 5-19=-129,2-22=241,2-21=-119,4-19=-700,4-20=523,3-20=-222,11-13=-775,11-14=417,10-14=-402,10-15=27,6-19=-1085,6-18=729,7-18=-693,7-17=391, 8-17=-108,9-17=-195,9-16=-2 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be C� p�• �� attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. ' •%�� °°•• 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 Ib uplift at joint 22. C)1 6)This truss has been designed with ANSI/TPI 1-1995 criteria. �,,C. LOAD CASE(S) Standard .. w APR 8 1998 ,&WARMING-VoWy design parameters and READ]VOTES ON TRIS AND REVERSE SBDE BEFORE USE. Design valid for use only with Mliek connectors.This design Is based only upon parameters shown,and It for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibIl"y of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction k the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.Foe general guidance regarding fabrication,quality contiol,storage,delivery,erection and bracing,consull GST-88 Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onohio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties., TOP CHORDS �, 2. Cut members to bear tightly against each C7 C3 other, o WEBS J5 It � 3. Place plates on each face of truss at each *For d x 2 orientation,locate � k, 3 �," 3 joint and embed fully.Avoid knots and wane v O at joint locations, plates 1/8"from outside edge of a �" " 1 truss and vertical web, a a 4. Unless otherwise noted,locate chord splices CS C7 . ;C6 o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19`Yo at time of �. fabrication, connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOW€STJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. - PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15,Care should be exercised in handling, ® erection and installation of trusses, TM 0 1993 Mitek Holdings, Inc. � CLtP FORM018,019 � �'® HVDAD,AIRM o russ russ ype - �ti y NAIL/BONTZ7FCOOR M273829 12995 i F03C FLOOR 1 1 BuIlde�sTrus-off,Woodbin» a - - 4 0� s Mar 6 199 I e nus ries, nc. Tue Apr OT23:48:47 age 1-3-0 0-8-12 1-1-12 1x3= 1x3= 1x31i 3x3= 3x3= 3x311 3x3= 3x3= 1x311 3x3= 1x311 3x3- 3x3- 1x311 1 2 3 4 5 6 7 8 9 10 11 12 0 23-1 24 7 27 21 20 18 17 16 15 14 3x6= 1x311 1x3 ii 3x6= 3x3- 3x5= 1x311 3x3= 3x3= 3x6_ 3-10-4 17-0-0 _ 3-10-4 13-1-12 LOADING (psf) SPACING 2-0-0 CSIDEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.06 16 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.09 16 >999 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 13 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:94 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. . BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 22=-49/0-3-8,13=639/0-3-8,19=1239/0-3-8 Max Uplift22=-190(load case 3) Max Grav22=129(load case 2),13=640(load case 3),19=1239(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 22-23=-98,1-23=-97,13-24=-33,12-24=-33,1-2=-5,2-3=219,3-4=759,4-5=759,5-6=-607,6-7=-1395,7-8=-1395,8-9=-1553,9-10=-1553,10-11=-1060,11-12=-2 BOTCHORD 21-22=-219,20-21=-219,19-20=-219,18-19=77,17-18=1106,16-17=1553,15-16=1553,14-15=1414,13-14=678 .,. WEBS 4-19=-68,2-22=292,2-21=-144,3-19=-706,3-20=169,11-13=-900,11-14=532,10-14=-492,10-15=188,9-15=-100,5-19=-1113,5-18=736,6-18=-694,6-17=393, 7-17=-103,8-17=-210,8-16=-2 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be / attached to walls at their outer ends or restrained by other means. �� . `• •+j . 1 3)CAUTION,Do not erect truss backwards. ••." � 4)All plates are M20 plates unless otherwise indicated. �� . ) 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 Ib upliftat joint 22. V rt 6)This truss has been designed with ANSI/TPI 1-1995 criteria. a ��•J�ry V� ti LOAD CASE(S) Standard VR 0 8 1998 A WAmma-V.rVy d.sryn parasnders assd READ rrorss ort rats AND mv6Rw erns BzmRs vada. Design valid for use only with Mitek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction b the responsibility of the erecta.Additional permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrlaatlon,quality control,storage,delivery,erection and bracing,consult CST-BB Quality Standard,DSI-89 Bracing Specification.and HIS-91 M iTek® Handling Installing and Bracing Recommendallonavailable from Truss Plate Institute,583 D'Onof to Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS �" C7 2, Cut to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation,locate = - a �� ; Q joint and embed fully. Avoid knots and wane O at joint locations. plates 1/8"from outside edge of a X truss and vertical web. o a 4. Unless otherwise noted,locate chord splices �, o at /4 panel length(*6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General MITek/Gang-Nail Joint/Plats Placement Chart. P Y WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4. X 4. perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing, or less, if no ceiling is installed, 001 unless otherwise noted. SBCCI 8720b, 8b217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeko 15.Care should be exercised in handling, ® erection and installation of trusses. � �� PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 tangy-N,e.'t_® MYDQ97qA1a fuss Type ly U U RHAM TBONTZ7FCOOR M273830 2995 i F04 FLOOR 5 1 BulydersTruss Mfg—,VVoo�bine, a 3156 40 3 s ar 6 8 MITeK Industries,Inc. TueApr 199—age 1-3-0 1-3-0 -i 0-11-8 1x3= 1x3- 1.5x311 3x3= 3x3= 1x311 3x3- 3x3- 3x3- 3x3 11 3x3- 1 2 3 4 5 6 7 8 9 T — 19 0 c�f � II ' i 1 16 15 14 13 12 10 3x6- 3x3- 3x5— 1x311 1x311 3x3= 13x - 3x3- 12-0-0 12-1-8 13-4-0 12-0-0 0-1-8 1-2-8 LOADING (pS� SPACING 2-0-0 CSI DEFL (In) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.08 14-15 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.11 14-15 >999 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.02 11 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:75 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. (1. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/Size) 17=1538/0-3-8,11=1889/0-3-8 Max Grav17=1613(load case 2),11=1889(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 17-18=-1033,1-18=-1032,10-19=-9,9-19=-9,1-2=-53,2-3=-890,3-4=-1198,4-5=-1198,5-6=-917,6-7=-296,7-8=978,8-9=977 BOTCHORD 16-17=615,15-16=1143,14-15=917,13-14=917,12-13=917,11-12=-224,10-11=0 WEBS 8-11=-151,7-11=-1005,7-12=724,6-12=-843,6-13=211,2-17=-748,2-16=382,3-16=-352,3-15=75,4-15=-200,5-15=375,5-14=-182,9-11=-1417 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at th 'I n e restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. L'` •" 4)CAUTION,Do not erect truss backwards. 5)All plates are M20 plates unless otherwise indicated. '�•�� •: ) 6)This truss has been designed with ANSI/TPI 1-1995 criteria. X10 cra70� LOAD CASE(S) .. 1) Uniform Lumber Incr ase=1.00,Plate Increase=1.00 Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,16-17=-10.0, 15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 � i a� T,,•.•��`1�. Concentrated Loads(lb) 4 Vert:1=-1000 9=-1000 FRED 2)1st unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-20.0,16-17=-10.0, QpR p 8 1998 15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-1000 9=-273 3)2nd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20.0,2-3=-20.0,3-4=-20.0,4-5=-20.0,5-6=-20.0,6-7=-20.0,7-8=-20.0,8-9=-100.0,16-17=-10.0,15-16=-10.0, 14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-273 9=-1000 A WARNING-VerW design parameters and READ NOTES ONTBIS AND REVERSE GIDE BEFORE LIM. 10100 1111) Design valid for use only with Welt connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during condructlon is the responsiblllty of the erector.Additional permanent brarcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality controL storage,delivery,erection and bracing,consult CST-86 Quality Standard,DSB-89 Bracing Specification,and MIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety NoTes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property til. Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches.Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS �� 2. Cut members to bear tightly against each WEBS JS 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = V �� i a: joint and embed fully. Avoid knots and wane v Q at joint locations, plates 1/8"from outside edge of _ O 4. Unless otherwise noted,locate chord splices truss and vertical web. ►- a V O at 1/4 pane!length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of aired direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of required fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plats Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591 1329 4922 ft,spacing,or less, if no ceiling is installed, lc*e unless otherwise noted. SBGCi 87206.86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14.Do not cuff or alter truss member or plate without prior approval of a professional engineer. MiTek15.Care should be exercised in handling, ® erection and installation of trusses. A �o PANEL TM p 1993 Mitek Holdings, Inc. GLtP Job russ I russ I ype Qtyy URFIAM BONTZ/FL OR M273831 2995 F04A FLOOR 1 1 uI e�—'I s TrusslPf g,Woodbine, a 569 s ar6 1998 MITelknus nes,Inc. Tue pr3:4fi:53�998 Page 1-3-0 1-0-7 1-4-1 0-11-8 1x3- 1x3- 1x311 3x4- 3x311 3x3- 3x3= 3x3- 3x3- 3x311 3x3- 1 2 3 4 5 6 7 8 9 0 18 y m 19 F1\ I� y 17 15 14 13 12 10 3x6- 3x6_- 3x3= 1x311 1x311 3x3- EX - 3x3= _ 2-6-7 2-7-7-15 _ 12-0_0 12-1-8 13-4-0 1 2-6-7 0-1-8 9-4-1 0-1-8 1-2-8 LOADING (pSf) SPACING 2-0-0CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.05 17 >631 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.06 17 >503 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.01 11 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:76 Ib LUMBER BRACING Or- BOT � _ TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. `r BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 16=1386/0-3-8,11=1041/0-3-8 Max Grav16=1436(load case 2),11=1164(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 17-18=-553,1-18=-552,10-19=1,9-19=1,1-2=-29,2-3=1280,3-4=1280,4-5=318,5-6=-77,6-7=-15,7-8=523,8-9=523 BOTCHORD 16-17=-607,15-16=-669,14-15=77,13-14=77,12-13=77,11-12=-108,10-11=-0 WEBS 3-16=-110,8-11=-104,2-17=846,2-16=-969,7-11=-553,7-12=171,6-12=-84,6-13=-86,4-16=-815,4-15=488,5-15=-537,5-14=110,9-11=-757 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to wait fiei oute�I s restrained by other means. '�l • I 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the k "...' building designer. 4)CAUTION,Do not erect truss backwards. �i ��•• 5)All plates are M20 plates unless otherwise indicated. LQJ 6 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 1 w Q Uniform Loads(plf) Concentrated (Ib)15310 0�13-14=-10.0,012-3=-100.0,11-12=-10.0, 10-11=-10.0-8=-100.0,8-9=-100.0,16-17=-10.0, Vert:1=-500 9=-500 2)1 st unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads APR o $. 199.5' Vert:1-22=-=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-20.0,16-17=-10.0, 15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-500 9=-136 3)2nd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20.0,2-3=-20.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,16-17=-10.0, 15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-136 9=-500 Continued on page 2 AWAR1 7NG-vo Vy d..iyn parameters and R&W NoTzs oN rnm ANv RBvLRsB ams BzmR6 us1S. ® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vedloo#V. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during condructlon is the responsibility of the erector.Additional permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-BB Quality Standard,DSB-89 Bracing SpeelRcation,and HIB-91 M iTek® Handling Installinq and Bracing Recommendatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS - �Z ca 2, other. Cut emembers to bear tightly against each o WEBS J5 Q 3. Place plates on each face of truss at each _ ,� ; �, ; Q joint and embed fully. Avoid knots and wane *For 4 x 2 orientation,locate 0 O at joint locations, plates I/a"from outside edge of a �ti = truss and vertical web, a 4. LIN ess otherwise noted,locate chord splices �7 o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General MiTek/Gang-Nall Joint/Plats Placement Chart. WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, ® erection and installation of trusses. � � PANEL TM p 1993 Mitek Holdings, Inc. LE ® CLIP FORM018,019 � '- �0 HY�R�'14�R Job Truss Huss ype �2ty r y TJ RHAWSORTZC0 7F -0 i � M273831 2995 F04A FLOOR 1 1 uI erlB 'Id Truss MFg-,Wood 6Tne—Ga 3156 F(0-32 s ar 6%98V1i eT-kln-dusfries,lnc TueWp—r OT23 iM-52FMage LOAD CASE(S) 4)3rd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-20.0,4-5=-20.0,5-6=-20.0,6-7=-20.0,7-8=-20.0,8-9=-100.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0, 11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-500 9=-500 5)4th unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20.0,2-3=-20.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6.7=-100.0,7-8=-100.0,8-9=-20.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,13-14=-10.0,12-13=-10.0, 11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:1=-136 9=-136 LTi A'•I�TF� }4 •'�;FtCgT WR 4 8 1998 Qw.mmG-v.,-w d.dy►.j..n.n.c..:a,nd m&AD Nores oW Tms AND ReizRm smic eerom use. ® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent br'bcing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult OST-88 Quality Standard,OSB-89 Bracing Speelflcatbn,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties„ /e ' " ye. TOP CHORDS C2 0 2.WEBS other. to bear tightly against each JS a: 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate o '�, a �� ; joint and embed fully, Avoid knots and wane 0 O at joint locations. plates I/s"from outside edge of a _ truss and vertical web, a 4. Un�ess otherwise noted,locate chord splices C7 C66o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of �. required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Comber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MRok/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. " 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. +^® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, erection and installation of trusses,PANEL TM LF@ 1993 Mitek Holdings, Inc. ® GLIP roRM018,019 �® HYDRMAIROR -J — russ russ ype y n^W.I BONTZ7FLOOR M273832 2995 F05 FLOOR 1 1 ' r BuTders russ g, oo in��a 3�56�— 4-0=32 s ar -1998 Mie nus nes, nc. ue pr T23 36 56-199�Page 1-3-0 1-5-0 1x3= 1x3= 1x3 U3- 1x3 11 4 3x3= 1x3 11 1 2 3 5 1 ul 11 0 II^� g 8 7 1x3 11 6 3x3= 3x6= 3x6 -- -- 5-11-0 5-11-0 LOADING (psf) ! SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.02 8-9 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.03 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft=480 Weight:34 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 9=305/0-3-8,6=305/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 9-10=-47,1-10=47,6-11=-32,5-11=-32,1-2=-2,2-3=-339,3-4=-339,4-5=-2 BOT CHORD 8-9=275,7-8=339,6-7=339 WEBS 2-9=-363,2-8=87,3-8=-68,4-6=-440,4-7=57 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their out nds or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �4 + �;F I C'q ° J �.iSTFnr() F�~� APR 0 8 1998 ATtvARMNa-verW de&4n parameters and Rilill Noras ox rms Alm mvzR=sroa B1Smm um. 211111111�� Design valid tot use only with Mliek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vedloary. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.AddRlonal permanent bNeing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracIng,consuB CST-88 CuolBy Standard,DSI-89 Bracing SpeciRcation,and HIB-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches,Apply , 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties- 1/8 '/e" TOP CHORDS C2 C3 2. other.members to bear tightly against each o WEBS J5 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = U °� �� ; s joint and embed fully,Avoid knots and wane o at joint locations, plates 1/8"from outside edge of a truss and vertical web, a 4. Unless otherwise noted,locate chord splices C, O at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of q connector plates. fabrication. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. Is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plato Placement Chart. WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided of spacing shown on design, Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek15.Care should be exercised in handling, erection and installation of trusses, ® n TM O 1993 Mitek Holdings, Inc. FORM018,019 HYMMAIR@ o suss russ ype y=r3 NTZ/FCOO M273833 �2995 F06 I FLOOR 2 1 LB—w ers russTvT g, oo lne, a 1 a nus nes, nc. ue pr 07rage 1x3= 1x3= 1x3 1 3x4= 3x3= 1x311 3x3= 3x3= 1x3 11 1x3 11 3x3= 3x4= 1x3 11 1 2 3 4 5 6 7 8 9 10 11 1 20 21 P � 18 17 16 15 14 13 3x6= 3x4- 3x5= 3x3= 3x3= 3x3= 3x4= 3x6= 16-7-0 16-7-0 LOADING (psf) SPACING 2-0-0CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.21 15-16 >933 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.29 15-16 >673 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.06 12 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:89 Ib n LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. Y BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 19=892/0-3-8,12=892/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 19-20=-34,1-20=-34,12-21=-31,11-21=-31,1-2=-2,2-3=-1609,3-4=-2623,4-5=-2623,5-6=-3006,6-7=-2723,7-8=-2723,8-9=-2723,9-10=-1596,10-11=-2 BOT CHORD 18-19=964,17-18=2222,16-17=2932,15-16=3024,14-15=2723,13-14=2225,12-13=963 WEBS 10-12=-1280,10-13=880,9-13=-875,9-14=677,8-14=-313,2-19=-1281,2-18=897,3-18=-853.3-17=545,4-17=-68,5-17=-420,5-16=103,6-16=-24,6-15=409, 7-15=162 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their restrained by other means. 3)All plates are M20 plates unless otherwise indicated. �� • �� 4)This truss has been designed with ANSI[TPI 1-1995 criteria. �� ••••. rCC LOADCASE(S) Standard �o• C4 "6205 APR D a 1998 A WARdl=G-VerW design parameters and Pr"N0ras OdP IMS AM xds Vr&=SWE BZMIW UM. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. AppBcoblBty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to Insure stablilly during construction Is the responsibility of the erector.Additional permanent brarcing of the overall structure k the responslbllRy of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and txocing,consult OST-88 OualBy Standard,DSI-89 Bracing SpeciRcatlon,and HIB-91 M iTek0 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS C2 G 2. �Curtemembers to bear tightly against each D r. VVEBS J5 3. Place plates on each face of truss at each 0 - M: ,� ; �, ; joint and embed fully. Avoid knots and wane *For 4 x 2 orientation,locateo at joint locations, P /a'from outside edge of �y 4. Unless otherwise Hated,locate chordsplices truss and vertical web. ca C7 C6 o at 114 panel length(-"6"from adjacent oint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General MRek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4011" unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. !� stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15,Care should be exercised in handling, ® erection and installation of trusses, 'Zt�� PANEL TM © 1993 Mitek Holdings, Inc. � tltP FORM0181019 -nwiL® HYDR0-A1R0 Fjo-Ti----mss russ ype 0 y URFKAM-TBONTZ FLM R M273834 2995 F06A FLOOR �2 1 ' dui ecru—ss Affg, oo me, a 2 s ar <398T71i a nus nes, na ue pr :O�TJ age 1-3-0 1 6 8 —3-- 1x3= 1x3= 1x311 3x3- 1x311 3x3= 3x311 3x3_ 30= 30= 3x3= 3x3= 1 2 3 4 235 6 7 8 9 10 0 21 -1 22 19 18 16 15 14 13 q21 3x6= 3x3= 1x311 3x6- 3x3- 1x3 11 1x3 II 3x3= 3x3= 3x3= 5-11-0 5-11-0 _ --- 10-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (IOC) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.05 13-14 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 11 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft=480 Weight:89 Ib LUMBER BRACING C , TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. L , BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 20=301/0-3-8,11=56710-3-8,17=916/0-3-8 Max Grav20=330(load case 2),11=567(load case 1),17=916(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 20-21=-46,1-21=-46,11-22=-562,10-22=-561,1-2=-2,2-3=-320,3-4=-320,4-23=47,5-23=47,5-6=47,6-7=-876,7-8=-1219,8-9=-1129,9-10=-531 BOT CHORD 19-20=269,18-19=320,17-18=320,16-17=553,15-16=1219,14-15=1219,13-14=1219,12-13=992,11-12=29 WEBS 5-17=-76,2-20=-355,2-19=70,3-19=-63,4-17=-480,4-18=65,10-12=683,9-12=-641,9-13=191,8-13=-122,8-14=-56,6-17=-799.6-16=449,7-16=-466,7-15=75 1.1 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls - or restrained by other means. 3)CAUTION,Do not erect truss backwards. ��'•, .., ric 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' I�Q. 33235 AT ��STfiRED EN�'`� APR 0 $; 199 ' A WARM NG-ver-fy design pammew.and READ NOTES om TBIS AND R6 v==SFD6 BEMM v=- Design valid for use only with Mitek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality controL storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSS-89 Bracing Specification,and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Trust Plate Institute,583 D'Onohb Drive,Madison,WI 53719. Symbols Numbering System AGenera! Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2 Cutmembers to bear tightly against each o WEBS J5 a: 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate joint and embed fully. Avoid knots and wane U O at joint locations. plates 1/8 from outside edge of a x o U 4, Unless otherwise noted,locate chord splices truss and vertical web, * o at 1/4 panel adjacent len th +b"from ad joint.) g (_ *This symbl indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of o �. required lrindian of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General MRak/Gang-Nott Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4. perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, �0-e unless otherwise noted. SBCCI 87204,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N.930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek� 15.Care should be exercised in handling, ® erection and installation of trusses. !�` � PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM0181019 � � HMR04uA0 mob russ russ ype - TQ y URFfAICA T60T7TZ7FL�0 M273835 2995 F06B I FLOOR 1 1 ;6-,We-Truss IR g, ood iEne,�3i569 s ar _998�JITe1<ln us nes, nc. ue pr 23:47:0519238 age 1-3-0 1-2-4 --2-- 1x3- 1x3= 1x3,, 3x3= 3x3= 1x311 3x3= 3x311 3x3= 1x311 3x3= 3x3= 1x311 1 2 3 4 _- _56 7 8_ 9 10 11 - 22 0 21-1-' 0 19 18 17 15 14 13 3x6= 3x3- 1x311 3x3= 3x6= 1x311 3x3= 3x3= 3x6= 16-7-0 - --i 8-0-12 T 8-6-4 LOADING (pSf) SPACING 2-0-0 CSI DEFL (In) (IOC) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) 0.08 13-14 >999 M20 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.52 Vert(TL) -0.11 13-14 >892 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 12 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:89 Ib LUMBER BRACING 1 1/ TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 20=481/0-3-8,12=504/0-3-8,16=799/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 20-21=-29,1-21=-29,12-22=-36,11-22=-36,1-2=-1,2-3=-716,3-4=-892,4-5=-892,5-6=-325,6-7=-325,7-8=-868,8-9=-868,9-10=-782,10-11=-2 BOT CHORD 19-20=504,18-19=892,17-18=892,16-17=696,15-16=868,14-15=868,13-14=975,12-13=527 WEBS 6-16=-60,2-20=-670,2-19=295,3-19=-239,3-18=-35,5-16=-494,5-17=266,4-17=-122,10-12=-698,10-13=355,9-13=-268,9-14=-146,B-14=25,7-16=-708, 7-15=136 _... ..:• .. NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls it r restrained by other means. �rl A• 14 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. ,S�• P(1F1C 5)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard No. 3205_ �A •^.. tom:•u�- i��SPrRED E�1�'\a APR 0 8 1998 WARMNo-Verb fy design parameters and BEAD NOTES oN TBTB AND MVERS6 SIDE BEFORE USE. Design valid for use only with MITek connectors.This design k based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Appllcabety of design parameters and proper Incorporation of component is responslblilty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erecta.Additional permanent bracing of the overall structure b the responsibiltty,of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-Be Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute.683 D'Onofrio Drive,Madison,WI 53719. �,Generai �►a�� y Symbols Numbering System PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 1711 Dimensions are in inches,Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. � '1a" TOP CHORDS 4 CY Z.tl 2, Cut emembers to bear tightly against each r. d ¢ 3, Place plates on each face of truss at each O U , ; joint and embed fully,Avoid knots and wane *Far d x 2 orientafiion,locate01:1 O at joint locations, plates iia"from outside edge of ao U 4. Unless otherwise noted,locate chord splices truss and vertical web. * o at�/4 panel len th +6'from ad acent oint,ca g (_ j joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format rater to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slats, second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FNA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise Hated. SBCCI 87206,88217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. _a stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. ,6/ a. PANEL TM O IM Mitek Holdings, Inc. ® CL1P "o russ suss ype - ^'Q Pl=ar NTZ7FL�OR M273836 i2995 F07 I FLOOR 1 1 w ers sus—s Rffg,woo- Ine, a 1 e nus nes, nc. ue pr T23'4T:0 age 1-3=0 0-4-4 1x3- 1.5x31! 1x3- 1x3!1 4x8- 1x311 4x5- 3x3!1 3x3- 3x4- 1x311 4x5- 4x5= 1x311 1 2 3 4 5 6 7 8 9 10 11 _ 12 23 0 2T!,I j 20 19 18 17 16 15 14 _I 6x6- 5x611 4x6!! 6x8_ 4x6 11 1.5x6 M20H ll 4x6 11 5x6 1! 6x6.- 5-11-12 16-7-0 5-11-12 10-7-4 —PTaCeO ses age, LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.32 16-17 >613 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.43 16-17 >452 M20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.04 13 n/a BCDL 5.0 Code BOCAIANS195 (Matrix) 1 st LC LL Min I/deft=480 Weight:113 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 4-9-15 on center purlin spacing, except end verticals. M BOT CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 21=1424/0-3-8,13=118910-3-8 FORCES (lb)-First Load Case Only TOP CHORD 21-22=-75,1-22=-75,13-23=-28,12-23=-28,1-2=-4,2-3=-3229,3-4=-3229,4-5=-3229,5-6=-5638,6-7=-5638,7-8=-5181,8-9=-4431,9-10=-4431,10-11=-2317, 11-12=-2 _... . BOT CHORD 20-21=1664,19-20=3229,18-19=4602,17-18=5595,16-17=4431,15-16=4431,14-15=3391,13-14=1353 WEBS 6-18=8,2-21=-2160,2-20=2078,3-20=-728,5-18=1348,5-19=-1823,4-19=582,11-13=-1760,11-14=1307,10-14=-1457,10-15=1380,9-15=-398,7-18=56, 7-17=-561,8-17=996,8-16=-623 NOTES 1)This truss has been checked for unbalanced loading conditions. ��` •• ••' 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be (� attached to walls at their outer ends or restrained by other means. „�c'' *q,• 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)CAUTION,Do not erect truss backwards. �L • ?C;c�� •1^ 5 All plates are M20 plates unless otherwise indicated. 6)This truss has been designed with ANSIlTPI 1-1995 criteria. r_ 1 _,A` LOAD CASE(S) 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ��>/nrfi'••'•�Cj Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0, 10-11=-100.0,11-12=-100.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0, J- 13-14=-10.0 Concentrated Loads(lb) NPR 0 8 1998 Vert:18=-829 A WARMNO-Ver{fjy design para asters and{GAD NorXIS ON TIM AND=V==SIDS BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � installed and kwded vertically. Applicability of design parameters and proper Incorporation of component is iesponslbitity of bulding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector.Additional permanent brbrcing of the overall structure Is the responslblilty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSS-89 Bracing Specification,and NIB-91 M iTek® Handling Installing and Bracing Recommendation avaitabie from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION failure to Follow Could Cause Property t3/,, *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties., '�a" •- 'fie TOP CHORDS C;2 TOP 2. other, to bear tightly against each WEBS J5 3. Place plates on each face of truss at each _ ; �, ; Q joint and embed fully.Avoid knots and wane *For4 x 2 orientation, locate U o at joint locations. DI 1/s"from outside edge of CL 0 �y � 4. Unless otherwise noted,locate chord splices truss and vertical web. oat /4 panel length('6"from ad oint, adjacent_ j joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J� is J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber Is a non-structural consideration and FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General MiTek/Gang-Nall Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead food deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206,86217,9140 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTem- 15.Care should be exercised In handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 � ��® ffMRO-AIR �0 russ russ ' y l7RFTAlOf76ONTZ7FL60 M273837 j 2995 F08 FLOOR 2 1 ui els russ g, oo rne, a s ar I e nus nes, nc. ue pr T24Ti1 1938 age 1-3-0 0-11-8 1x3= 1x3- 1x311 3x3= 3x3= 1x311 3x3= 3x3- 1x311 1 2 3 4 5 6 7 .e� 14-1 J I 15 12 11 10 9 3x3= 1x311 3x3= 3x3= 3 = 3x6 x6 = ----10-5--8 - ---- -- - 10-5-8 LOADING (PSI) SPACING 2-0-0 CSI DEFL (in) (IOC) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 10 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.05 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 8 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:57 Ib LUMBER BRACING IL. TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 13=555/0-3-8,8=555/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 13-14=-34,1-14=-34,8-15=-34,7-15=-34,1-2=-2,2-3=-878,3-4=-1168,4-5=-1168,5-6=-881,6-7=-2 BOT CHORD 12-13=582,11-12=1168,10-11=1168,9-10=1147,8-9=582 WEBS 6-8=-773,6-9=416,5-9=-369,5-10=29,4-10=-14,2-13=-772,2-12=413,3-12=-394,3-11=21 - NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at t ds or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. �� r�• I eT 4)This truss has been designed with ANSVTPI 1-1995 criteria. ...... F9 LOAD CASE(S) Standard ,, �.�IrIC4T No 3e)335 i EO APR 0 8 1998 A WARMNo-V.Wm d..Jq.parsssn.t.r.and READ morEs oN Tms&W RET/ER=sms BEFORE USE. Design valid for use only with Mliek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibBlty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance iegaiding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Fallow Could Cause Property i 3. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties„ TOP CHORDS Cz C3 2. other. WEBS to bear tightly against each 000,WEBS A�- Cr 3. Place plates on each face of truss at each *For 4 x 2 orientation,locale = �, 3 *3 3 ¢ joint and embed fully, Avoid knots and wane O at joint locations, plates /a"from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web. o at i/4 pane({en th+6"from adjacent joint,) ca c7 g (_ 1 *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slats in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RiGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SiZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. _w a stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, � erection and installation of trusses. nNE ,M © 1993 Mitek Holdings, Inc. ® FORM018,019 ""® NI/DRO.A/R fob---- russ ype^Truss— — Qty y URTiAM7SONlT/FLOOR M273838 2995 F09 j FLOOR 1 1 w urs ruse Mtg, oo Ine,Ga 3i5fi�— s ar 6 T3S8 I e n us nes, nc. ue pr Tf3:d77T31M—Page 1-3-0 1-0-12 1x3= 1x3= 1x3!1 46= 3x311 3x3= 3x3- 1x311 3x3- 3x4= 1x311 1 2 3 4 5 6 7 8 9 18 SII �i I n 6 l 15 14 13 12 11 '3x6= 49= 3x3= 1x311 3x3= 3x4= 3x = 2-8 4 _ 13-3-8 _ 2-8-4 10.7-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.16 13-14 >971 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88Vert(TL) -0.22 13-14 >717 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 10 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/defl=480 Weight:73 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. VV BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 16=1377/0-3-8,10=874/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 16-17=-53,1-17=-53,10-18=-30,9-18=-30,1-2=-3,2-3=-2621,3-4=-2621,4-5=-2874,5-6=-2695,6-7=-2695,7-8=-1549,8-9=-2 BOT CHORD 15-16=1492,14-15=2912,13-14=2695,12-13=2695,11-12=2176,10-11=940 WEBS 3-15=-45,2-16=-1982,2-15=1608,4-15=-388,4-14=-53.5-14=244,5-13=-230,8-10=-1249,B-11=847,7-1 1=-872,7-12=705,6-12=-278 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at uter��ndsxlr T restrained by other means. �,CC 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. ��` . ��I C cC9 4)CAUTION,Do not erect truss backwards. .G� ice.• 5)All plates are M20 plates unless otherwise indicated. "�✓ t 6 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 •� ,.t i i �.� .� Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,15-16=-10.0, ,T �••M\�J 14-15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10.0,10-11=-10.0 Concentrated Loads(lb) Vert:15=-829 ApR p 8 1998 AWAMUNa-V*,W deatyn pasameterar and MLW Noma ON TMS A"=MR=SWE B19MM Veda. 19! Design valid for use only with MITek connectors.This design k based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibltlty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction k the responsibility of the erector.Additional permanent bracing of the overall structure is the responslbldlty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 M iTek0 Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t=l. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each `? " other. o WEBS J5 ¢ 3. Place plates on each face of truss at each X � ,� joint and embed fully.Avoid knots and wane *For 4 x 2 orientation, locate �' o at joint locations. plates I W from outside edge of o. �" 0 4, Unless otherwise noted,locate chord splices truss and vertical web. a C, Q o at IA panel length(+b"from adjacentjoint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. Is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4ole. unless otherwise noted. SBCGI 87206,8b217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. � � PANtEt TM © 1"3 Mitek Holdings, Inc. � Ct.tP FORM018,019 a0 '^��0 Job russ russ ype y QRHAM TBONTI"; M273839 12995 F10 FLOOR 2 1 Builders russ g,Woodbine, a s ar I e n us nes, nc. ue pr :4Tfs T90 age 1-3-0 1x3= 1x3= 1x311 3x3= 3x3= 1x311 3x3= 1x311 3x3= 3x3= 1x311 1 2 3 4 5 6 7 8 9 1TJ 18 p r y 4 15 14 13 12 11 �3z6= 3x3= 3x5= 1x311 3x3= 3x3= 3x 13-3-8 -- 13-3-8 LOADITCLL NG (40 0 Plates Increase 21 00 �TC 0.23 Vert(LL) -0.09 3- 14 /defl TES 1 >999 MOGR249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.12 13-14 >999 BCLL 0.0 I Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 10 n/a BCDL 5.0 Code BOCA/ANS195 L (Matrix) 1 st LC LL Min I/deft=480 Weight:72 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. l BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 16=711/0-3-8,10=711/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 16-17=-33,1-17=-33,10-18=-32,9-18=-32,1-2=-2,2-3=-1215,3-4=-1866,4-5=-1866,5-6=-1896,6-7=-1896,7-8=-1211,8-9=-2 BOT CHORD 15-16=759,14-15=1644,13-14=1896,12-13=1896,11-12=1645,10-11=759 WEBS 8-10=-1008,8-11=629,7-11=-604,7-12=341,6-12=-164,2-16=-1008,2-15=634,3-15=-596,3-14=302,4-14=-132,5-14=-41,5-13=-52 NOTES .. 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. F+• �(�" ' F LOAD CASE(S) Standard �Otl� qIf: C'4 • S APR 8 1998 AWARMNO-VerW design parameters and READ NOTES ON THIS AND REVERSE SIDS BEMM USE. ter•® Design valid for use only with MlTek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbcing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consun CST-88 Quality Standard,DSI-89 Bracing Specifleatlon,and HIS-91 M iTek® Handling Installing and Bracing Recommendation avaliable from Truss Plate Institute,593 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System ©General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, JZ J3 J4 owner and all other interested parties.. % 11— '/8' TOP CHORDS � 2, Cut members to bear tightly against each cs ca other, O WEBSNc. lt"C_7�r � 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = �� ¢ joint and embed fully, Avoid knots and wane v O at joint locations. plates r/a"from outside edge of a a O 4. Unless otherwise noted,locate chord splices truss and vertical web. o at 1/4 panel len th 6 from adjacent oint. ce v � � �_ j joint.) *This symbol indicates the BOTTOM CHORDS S. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft,spacing, or less,if no ceiling is installed, le unless otherwise noted. SBCCI 87206,86217.9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeke 1S.Care should be exercised in handling, ® erection and installation of trusses. ,z&L:z, PANEL TM p 1993 Mitek Holdings, Inc. CLIP FORMOL8,019 GANIM-NAIL® NYDRD-A/R russ —I russ ype - O y IIRAAM7BONTZ7FC60 M273840 2995 F11 FLOOR 1 1 Builders russ f g, oo Ine-Ga 31b69 4.0-32 s mar 139-81011 a Industries,Inc. ue pr 23 7'19 T age 1-3-0 D-10-12 1-7-4 1x3- 1x3= 1x3:1 3x3- 3x3- 1x311 1x311 3x3= 3x3= 3x311 3x3- 1x311 3x3= 3x3_ 1x311 1 2 3 4 5 6 7 8 9 10 11 12 13 i 24- 25 233 22 21 20 19 17 16 15 3x6- 3x3= 3x3= 3x3=- 3x3= 3x6= 1x311 3x3= 3x3= 3x6= 11-6-4 20-0-0 11-6-4 _ 8-5-12 LOADING (PSI) SPACING 2-0-0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.10 15-16 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.14 15-16 >739 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 14 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:107 Ib LUMBER BRACING /t _ TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 4 X 2 SYP No.3 ()=6-0-0. REACTIONS (Ib/size) 23=61110-3-8,14=440/0-3-8,18=1409/0-3-8 Max Grav14=486(load case 3),18=1409(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 23-24=-34,1-24=-34.14-25=-38,13-25=-38,1-2=-2,2-3=-1001,3-4=-1421,4-5=-1421,5-6=-1421,6-7=-955,7-8=106,8-9=106,9-10=-557,10-11=-557,11-12=-651, 12-13=-2 BOT CHORD 22-23=646,21-22=1324,20-21=1421,19-20=1296,18-19=579,17-18=557,16-17=557,15-16=771,14-15=455 ^ WEBS 8-18=-302,2-23=-858,2-22=494,3-22=-449,3-21=132,4-21=-78,7-18=-913,7-19=523,6-19=-474,6-20=171,5-20=-97,12-14=-604,12-15=271,11-15=-168, 11-16=-291,10-16=88,9-18=-867,9-17=178 NOTES 1)This truss has been checked for unbalanced loading conditions. ° �C 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the ' •.° ( .��' building designer. 4)CAUTION,Do not erect truss backwards. C) t- 5)All plates are M20 plates unless otherwise indicated. t 6)This truss has been designed with ANSI/TPI 1-1995 criteria. ° �'r LOAD CASE(S) 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) •., Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-100.0,9-10=-100.0, 10-11=-100.0,11-12=-100.0,12-13=-100.0,22-23=-10.0,21-22=-10.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0 ,16-17=-10.0,15-16=-10.0,14-15=-10.0 'Lt-�� Concentrated Loads(lb) Vert:8=-300 E 2)1st unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 ^Pk' O $ 77 199 Uniform Loads(plf) H Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,8-9=-20.0,9-10=-20.0, 10-11=-20.0,11-12=-20.0,12-13=-20.0,22-23=-10.0,21-22=-10.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0, 16-17=-10.0,15-16=-10.0,14-15=-10.0 Concentrated Loads(lb) Vert:8=-82 3)2nd unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Continued on page 2 AWARNIWo-VerW design parmnistsrs and READ Words old THIS AND REI7ERSE SWR BEFORE USE. 14! Design valid for use only with MITek connectors.This design k based only upon parameters shown,and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consu6 CST-88 Quality Standard,DSS-89 Bracing Speclflcatlon,and MIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. Ye"-* %" TQP CHORDS �r cz �, 2, Cut members to bear tightly against each other. o WEBS J5 a: 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = cr joint and embed fully,Avoid knots and wane a4�� o at joint locations. plates 1/8"from outside edge of a �� 4. Unless otherwise noted,locate chords laces truss and vertical web. a j p c� o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9140 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. CLiP PANEL TM C1993 Mitek Holdings, Inc. ® FORM018,019 ��' � HMRO,AII?(9) I ob-- I russ ype U MY RFTAl0l7SONTZ7FCdOR M273840 2995 I F11 FLOOR 1 1 `Buildeers russ g,Woodbine, a -s Mar�f39SMi e n us ries, nc. ue pr �4TT T99�Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-20.0,2-3=-20.0,3-4=-20.0,4-5=-20.0,5-6=-20.0,6-7=-20.0,7-8=-20.0,8-9=-100.0,9-10=-100.0,10-11=-100.0,11-12=-100.0,12-13=-100.0,22-23=-10.0, 21-22=-10.0,20-21=-10.0,19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0 Concentrated Loads(Ib) Vert:8=-300 G •• FfC'q �y APR p 8 1998 A WARMNO-V.Wy deetyn parameters and READ NOTES ON THIS AND REVERSE SFDE REFORB USE. Id! Design valid for use only with MITek connectors.This design b based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bNcing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull OST-BB Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek8 Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS �� Q2, other, to bear tightly against each o WEBS JS a: 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = " h, ; �� ; joint and embed fully, Avoid knots and wane O at joint locations. plates I/8"from outside edge of 2 4, Unless otherwise noted,locate chordsplices truss and vertical web. o at A panel len th +6"from adjacent oint. CS C, F 9 (_ J joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and FARTHEST To THE LEFT. is the responsibility of truss fabricator, General MITek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. " 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek15,Care should be exercised in handling, ® erection and installation of trusses. � � PANEL TM © 1993 Mitek Holdings, Inc. � CLIP FORM018,019 i b I russ I russ iype -'IQ P y URHAM/BONTZ7FC60R M273641 2995 F12 FLOOR 2 1 Builders russ fg-,-Wo-oIne,Ga 3 T569 I a nus nes,Inc. TueApr0723:T1:23 T9 age r 1-3-0 1x3- 1x3= 1x3, 4x4= 3x4- 1x3 ii 3x3- 3x3= 1x3 11 1x3 ii 3x3= 1x3 ii 3x4= 4x4= 1x3 ii 1 2 3 4 5 6 7 8 9 10 11 12 13 a 23 24 2 21 20 19 18 17 16 15 3x6- 4x4= 3x5= 3x3= 3x3- 3x3- 3x5= 4x4= 3x6 19-7-0 19-7-0 LOADING (pSf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 1 Plates Increase 1.00 TC 0.51 Vert(LL) -0.35 18-19 >654 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.49 18-19 >474 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 14 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:105 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 22=1057/0-3-8,14=1057/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD 22-23=-35,1-23=-35,14-24=-34,13-24=-34,1-2=-2,2-3=-1966,3-4=-3329,4-5=-3329,5-6=4057,6-7=-4160,7-8=-4160,8-9=-4160,9-10=-3332,10-11=-3332, 11-12=-1967,12-13=-2 BOT CHORD 21-22=1151,20-21=2750,19-20=3817,18-19=4247,17-18=4160,16-17=3794,15-16=2747,14-15=1152 WEBS 2-22=-1530,2-21=1134,3-21=-1090,3-20=786,4-20=-64,5-20=-664,5-19=333,6-19=-265,6-18=-118,7-18=27,12-14=-1532,12-15=1133,11-15=-1085,11-16=794 10-16=-107,9-16=-629,9-17=498,8-17=-249 �+ NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. • 4)This truss has been designed with ANSI/TPI 1-1995 criteria. �? "•••. c LOADCASE(S) Standard �G•(�n, tiC �•• I nb pPR 8 1998, A,WARMNO-VerW design parameters and It&W!VOTES ON TRW AND MY==SIDE 13ZMJW USE. Design valid for use only with MITek connectors.This design k based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction b the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,OSB-99 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommerdatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS Cz �� 2, other. to bear tightly against each WEBS J5 � s 3. Pince plates on each face of truss at each *For 4 x 2 orientation,locate r a �� ; joint and embed fully. Avoid knots and wane 0 at joint locations, plates IM'from outside edge of a S o 04, Unless otherwise noted,locate chord splices HL C6 truss and vertical web. ►- o at /4 panel length(",6'from adjacent oint, *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating formal rater to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, lc*e unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or food transferring WISC/DILH2 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ^�a stacks of construction materials, 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15,Care should be exercised in handling, ® erection and installation of trusses, � � PANEL TM © 1993 Mitek Holdings, Inc. ® tL[P FORM018,019 ® a,(r,�p® Iiob Truss russ ype (2 y URHAM-BONTZ7FLdOR M273842 2995 F13 FLOOR 2 1 1� B`u ers ss rug, oo me, a 2 i1V[ar-1F-fl'K-MiTek Industries,Inc. uep7(� 998--Plage 1 1-3-0 0-10-8 1x3 ii 3x5- 1x3 ii 1 2 3 i Ll 7 8 1x3- 1x3- 0 v � I i i 6' 9 5 1x3 11 I I 3x6- 3x6= 2-9-0 2-9-0 LOADING (PSI) SPACING 2-0-0 CSI DEFL (In) (IOC) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.02 5-6 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.03 5-6 >999 BCLL 0.0 Rep StressIncr YES WB 0.11 Horz(TL) 0.00 4 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=480 Weight:20 Ib LUMBER BRACING ) t n TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed. L V BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 6=532/0-3-8,4=907/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 6-7=-57,1-7=-57,4-8=-34,3-8=-34,1-2=-3,2-3=-2 BOT CHORD 6-9=215.5-9=215.4-5=215 WEBS 2-6=-277,2-5=274,2-4=-323 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends of restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSIlTPI 1-1995 criteria. LOAD CASE(S) �••.••••.• 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Oj ��r-J C Uniform Loads(plf) �S "��• '9A�.• Vert:1-2=-100.0,2-3=-100.0,6-9=-10.0,5-9=-10.0,4-5=-10.0 Concentrated Loads(lb) • r11 n 9�oJ Vert:4=-680 9=-496410 APR a 1995 A WAMWNG-Verify design parameters and MWW NOTES ONTMS AND JW VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design k based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponsiblllty of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bibicing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuR CST-88 Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal injury dimensions indicate otherwise, Dimensions are in inches.Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties- " '1g„ YaTOP CHORDS C2 �� 2. other, to bear tightly against each Vi(EBS J5 3, Pierce plates on each face of truss at each *For 4 x 2 orientation, locate O �. �� joint and embed fully,Avoid knots and wane U o at joint locations. pia#es J/s"from outside edge of a v 4. Unless otherwise noted,locate chord splices truss and vertical web. Cf p at /4 panel length('*b"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �.. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and . is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plato Placement Chart. FARTHESTTO THE LEFT , WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension Is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted, S8CCl 87206,86217,4190 12,Anchorage and/or load transferring WISC/DILHR 87004G-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. nTM © 1993 Mitek Holdings, Inc. Foaewis,oiv °AF1°'"""`® MYDRD-AW(2) -Job-- T Muss russ ype �' y OQRHAM-BONTZ7FL�OR M273643 '2995 j F14 I FLOOR 1 1 I `Bwers Truss Mfg,Wood ine,Ga 31bB� X0=32 s ar 639-5 Ti e-k Ind nes, nc TueCpr 07-7 47-2TT93 age 1-3-0 1x3= 1x3= 1x3!i 3x3— 3x3= 1x3 II 3x3= 1x311 3x3= 3x3- 1x311 1 2 3 4 5 6 7 8 9 17,—Jj 18 0 s 15 14 13 12 11 3x6 3x3= 3x3= 1x311 3x5= 3x3= 3x6— = — 12-11-0 — - — _ — 12-11-0 _ LOADING (psf) SPACING 2-0-0 1 CSI r DEFL (in) (IOC) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.08 12-13 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.11 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 10 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:71 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. n1► BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ( � � WEBS 4 X 2 SYP No-3 REACTIONS (Ib/size) 16=690/0-3-8,10=690/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 16-17=-33,1-17=-33,10-18=-33,9-18=-33,1-2=-2,2-3=-1168,3-4=-1793,4-5=-1793,5-6=-1776,6-7=-1776,7-8=-1171,8-9=-2 BOTCHORD 15-16=735,14-15=1580,13-14=1793,12-13=1793,11-12=1578,10-11=736 WEBS 2-16=-976,2-15=602,3-15=-572,3-14=291,4-14=-131,8-10=-977,8-11=605,7-11=-566,7-12=269,6-12=-127,5-12=-23,5-13=-52 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard N.`ILP, e a ,yCi,•�1Fir�,pT•. ,.,,•,r,05 ApR p a 1998 AWAftMNG-verM deafen pa.amecer:and Jt&W NOTZS ON TMW AM RE VZRW SWZ BEMM tree. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bNcing of the overall structure is the responsiblilty of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult CST-BB Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/" *Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS CT C3 2. Cut to bear tightly against each other. 0 WEBS J5 ir 3. Place plates on each face of truss at each *For d x 2 orientation, locate = �,� ; joint and embed fully. Avoid knots and wane o_ at joint locations. plates /a"from outside edge of d �ti 4. Unless otherwise noted,locate chordsplices truss and vertical web. o at�/4 panel len th +6'from adjacent joint,) ce c7 cb E. 9 (_ I 1 ) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of :. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTekG 15.Care should be exercised in handling, erection and installation of trusses. PANEL rM © 1993 Mitek Holdings, Inc. CUP FORM018,014 -rran® /'/YDRf7,A/A® Job Truss russ ype y IIRRAA7fTBONTZ7F= M273844 12995 F14A FLOOR 17 1� LBuilders Truss—NTfg;Wood6me, a .0�2`s Mar GF8-MiTek Industries,Inc. Tu—e—pr 07-23:47-:30 X958—Page 1 2-7� 1-6-1 1x3- 3x3= 1x3= 1011 3x311 3x3= 3x311 3x3= 1011 3x3— 3x3- 1x311 1 2 3 4 5 6 7 8 9 10 18 19 0 a 1 6 1 rV/ 14 13 12 3x6= 3x6= 3x6= 1x311 3x3= 3x3= 3x6= 1-10-0 _ 4-6-7 12-11-0 _ 1-10-0 2-8-7 8-4-9 LOADING (pSf) SPACING 2-0-0 CSI DEFL (In) (IDC) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 12-13 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.09 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 11 n/a BCDL 5.0 ( Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft=480 Weight:75 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 17=99/0-3-8,11=506/0-3-8,16=404/0-3-8,15=370/0-3-8 Max Gray 17=110(load case 4),11=507(load case 4),16=404(load case 1),15=376(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 17-18=47,1-18=47,11-19=-36,10-19=-36,1-2=-2,2-3=-32,3-4=-32,4-5=-393,5-6=-393,6-7=-891,7-8=-891,8-9=-785,9-10=-2 BOT CHORD 16-17=22,15-16=298,14-15=891,13-14=891,12-13=984,11-12=529 WEBS 3-16=-146,5-15=-64,2-16=13,2-17=-146,4-16=-355,4-15=128,9-11=-702,9-12=357,8-12=-276,8-13=-126,7-13=21,6-15=-652,6-14=120 NOTES r 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. ��'_•••••., LOADCASE(S) Standard •.��`� TQC,`• nP`C�t • ApR p a 1998 A WARMNO-VerW destyn parameters and READ NOTES ON TMS AND RE VERSE NOR BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer-not truss designer.Bracing shown Is,for lateral support of Individual web members only.Additional temporary bracing to Insure stobBlty during construction Is the responsibility of the erector.Additional permanent brbcing of the overall Structure k the responslbABy of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installinq and Bracing Recommendation ovallable from Truss Plate institute,583 D'Onohio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety nuumo PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, t=!. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of#his truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. ,.._ t!8" TOP CHORDS C2 2. other. to bear tightly against each o wEBs Y J5 � 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate = 3 �� ; joint and embed fully. Avoid knots and wane o at joint locations, plates IA"from outside edge of a �" _ O Q 4. Unless otherwise noted,locate chord splices truss and vertical web. a oe C, O at i/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of ..� connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *for tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RiGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCE 87206.86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. wi stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, TM erection and installation of trusses. CLIP PANEL © 1993 Mitek Holdings, Inc. HYMO-AW 0 -Job r�uss— i cuss ype - —HT1 y -DURHAMTBONIZ7FC0 M273845 2995 i F15 FLOOR 1 1 LBw(der�rus�ls Mfg,Woodbine, aG 131369 32 s ar i998171Tk n us nes, nc. ue pr OT�3'.47:32�598—image -- 1-3-0 --i 1-2=$ 1x3- 1x3— 1x3 11 3x4- 3x311 4 5 3x4- 1x3 11 1 2 3 9 10 o' C g 11 7 3x7- 12 6 3x6= 3x6- 5-8-8 r - 5-8-8 T--- LOADING (pSf) SPACING 2-0-0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) -0.08 7-8 >846 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.11 7-8 >606 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 6 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=480 Weight:36 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=839/0-3-8,6=839/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD 8-9=-52,1-9=-52,6-10=-52,5-10=-52,1-2=-3,2-3=-1358,3-4=-1358,4-5=-3 BOT CHORD 8-11=771,7-11=771,7-12=778,6-12=778 WEBS 2-8=-1023,2-7=782,3-7=-115,4-6=-1032,4-7=783 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. — C3`\,`•'(�t y>,�> LOAD CASE(S) +!� ( �• 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 V Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,8-11=-10.0,7-11=-10.0,7-12=-10.0,6-12=-10.0 Concentrated Vert:11 Loads APR 8 1998 AwAmaNG-verW de.tyn pa..ter.a,rd READ NorEs omTzw mD RET/ER=SIDE 13EdP m Vim. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown it for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit QST-813 Quality Standard,DSt-89 tracing Speclflcatlon,and NIB-91 M iTek® Handling Installing and tracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. Ye '1e TOP CHORDS 2. Cut members to bear tightly against each C' ' other. WEBS J5 3, Place plates an each face of truss at each i �, ; joint and embed fully.Avoid knots and wane *For d x 2 orientation,locate U O at joint locations. plates I/a"from outside edge of a a o 4. Unless otherwise noted,locate chord splices truss and vertical web. ►- c; 06 o at I/4 panel length(+6'from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required dl Indian es slots in it J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format rater to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General MlTak/Gang-Nail Joint/Plata Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4. perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCl 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N.910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur, a stacks of construction materials. 14.Do not cut or after truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, erection and installation of trusses. PANEL TM C 1443 Mitek Holdings, Inc. 0 CLIP NMRO,AIR Job-- russ russ ype Qty y lJRRATA�BONT27FC60R M273846 12995 G01 ROOF TRUSS 4 1 Builders russ g,woodbine, a 3 s Mar 669�38w1Tek industries, n�—I c. 1 ue Apr 07 3 7:34 T998—Page 8-0-0 12-8-12 18-000-0 19-4-0� 8-0-0 4-8-12 5-3-4 1-4-0 4x4- 2 6.00 FT2- I 1x4 3 N 5x5 1 i v 4 M 4- 5 Io 3x4 1.5x4 11 4x8=_ - 8-0-0 18-0-0 _ 8-0-0 10-0-0 _ LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.03 6 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.27 4-6 >793 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. (V WEBS 2 X 4 SYP No.3*Except* 1-7 2 X 4 SYP No.2 REACTIONS (Ib/size) 7=708/0-3-8,4=797/0-8-0 Max Horz7=-230(load case 5) Max Uplift7=-295(load case 4),4=-383(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-687,2-3=-687,3-4=-995,4-5=17.1-7=-630 BOT CHORD 6-7=-0,4-6=882 WEBS 2-6=232,3-6=-303,1-6=621 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building, )' with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they �.� ••• ••. r4 are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 Ci,•'�(tC 6 C,� °• 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 Ib uplift at joint 7 and 383 Ib uplift at + U joint 4. :1.�y �"i'�J 5)This truss has been designed with ANSI/TPI 1-1995 criteria. • r . LOAD CASE(S) Standard "_ ;• ,y.:, S�lC'1' CC APR 8 1998 A WARMNO-Verft design parameters and READ NOTES ON TRW AND RIS VERSE SIDS BEFORE USE- Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members onty.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bNcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull CST-88 Quality Standard,DSB-89 Bracing Specification,and NIB-91 M iTek® Handling Instolldnq and Bracing Recommendation available from Truss Plate Institute,583 D'OnoBio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/,. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS C2 C3 2 Cut members to bear tightly against each o WEBS JS cc 3, Place plates on each face of truss at each o „Cr joint and embed fully, Avoid knots and wane *For 4 x 2 orientation,locate = `` ; v O at joint locations, plates 1/8"from outside edge of a _ O 0 4. Unless otherwise noted, locate chord splices truss and vertical web. r- a C, O at 1/4 panel length(+O from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and For to Gang-Nall Jtof malate r to th Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MrrokWEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur, a stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, � erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. ® CLIP FORM018,019 Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'l. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS �� 2. Cut members to bear tightly against each other. o WEBS J5 It 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate X L) 3 �� ; joint and embed fully. Avoid knots and wane 0 i at joint locations. plates 1/s"from outside edge of a truss and vertical web. a 4. Unless otherwise noted,locate chord splices 2 C6 O at /4 panel length(*6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibilityof truss fabricator.General MiTak/Gang-Nail JolntiPlate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,93-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required I I.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, 1�e unless otherwise noted, SBCCI 8720b.86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate El without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. � PANEL �0 CLIP TM © 1993 Mitek Holdings, Inc. FORM01 8,019 G►NG-�AtL H"RMAIR O -Job russ russ ype O y RRAM79ONTZ7F000 M273848 2995 G03 ROOF TRUSS 1 1 —9wL err russ M fg—, oo lne,Ga 3 -32s ar 6 998 IN1Tek�dus nes, nc. ue p�23 dT40199 age 3-4-12 6-7-8 9-7-8 12-7-8 15-10-4 19-7- :20-11-8 3-4-12 3-2-12 3-0-0 3-0-0 3-2-12 3-9-4 1-4-0 5x5- 1x4 ii 5x5= 3 12 4 13 5 6.00 FFT 1x4�� 1x41 2 6 0 1 n 7 rr (r Iv =6, 810 3x7iI 11 14 15 10 16 17 9 4x5= 3x4- 3x8= 3x4= 4x5- _4-_10-12 9-7-8 14-4-4 19-7-8 4-10-12 4-8-12 4-8-12 5-3-4 —Plate 0 se s f 0=tl=0;0 0rj7 0=5- �r8] [3 8 2=4rj5��=8 0 2=4 LOADING (psf) SPACING 2-0-0 j CSI DEFL (in) (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.27 9-10 >854 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.25 9-10 >934 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0.07 7 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-15 on center purlin spacing. 1 BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-0-10 on center bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2 REACTIONS (Ib/size) 1=165510-3-8,7=1713/0-8-0 Max Horz 1=-154(load case 5) Max Upliftl=-1258(load case 4),7=-1270(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-3084,2-3=-2996,3-12=-2904,4-12=-2903,4-13=-2903,5-13=-2904,5-6=-3095,6-7=-3217,7-8=35 BOT CHORD 1-11=2600,11-14=2458,14-15=2458,10-15=2458,10-16=2501,16-17=2501,9-17=2501,7-9=2784 WEBS 2-11=85,3-11=451,3-10=690,4-10=-332,5-10=623,5-9=555,6-9=-61 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord �` •"��c j C ";�'T dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they ; are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the y building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1258 lb uplift at joint 1 and 1270 Ib uplift r'c. •`"C� at joint 7. 7)This truss has been designed with ANSI/TPI 1-1995 criteria LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo APR a 1998 Vert:1-2=-60.0,2-3=-60.0,3-12=-60.0,4-12=-60.0,4-13=-60.0,5-13=-60.0,5-6=-60.0,6-7=-60.0,7-8=-60.0,1-11=-20.0, 11-14=-20.0,14-15=-20.0,10-15=-20.0,10-16=-20.0,16-17=-20.0,9-17=-20.0,7-9=-20.0 Concentrated Loads(lb) Vert:3=-131 5=-131 12=-131 13=-131 14=-556 15=-47 16=47 17=-556 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 AWARMNO-Ver{fy doelyn parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE EWE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Addillonal temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bNcing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consull CST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 M iTe k® Handling Installlnp and Bracing Recommendation available from Truss Plate Institute,593 D'Onolb Drive,Madison,WI 53719. Symbols Numbering System j&General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property iii. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. `� TOP CHORDS 2, Cut members to bear tightly against each �- ca J5 Othef, o cs WEBS a: 3. Pince plates on each face of truss at each *Far 4 x 2 orientation,locate " K �,� ; ¢ joint and embed fully,Avoid knots and wane a at joint locations. plates 1/8"from outside edge of a _ o L) 4. Unless otherwise noted,locate chord splices truss and vertical web. ►- o at 1A panel len th 6 from adjacent oint.) ce c� cs F.. g �+ �� 1 1 *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of wired direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of required fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-NailJoint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. iCBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 8720b,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15,Care should be exercised in handling, erection and installation of trusses. � � PANEL TM © 1993 Mitek Holdings, Inc. � CLiP FORM018.019 aO �4f® HYDpD,A/R® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 Ja owner and all other interested parties.. 'All TOP CHORDS 2. Cut members to bear tightly against each Cz �� other, o V J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = " �, a Q joint and embed fully. Avoid knots and wane O at joint locations. Plates 1/8"from outside edge of a �' _ truss and vertical web. a 4. Unless otherwise noted,locate chord splices C7 o at /a panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General MRek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �' - L OD MYOR0,A1R0 b— russ rT uss Type Qty�ly URflAF/LTEUNTZ7Fl:G0 M273853 2995 JC09 ROOF TRUSS 2 —Sunders rus—"T ss MTg,Woodbine, a 9-- 3 s ar 6 1S387VI1 a nus nes, nc. ue Apr�7 G�47Si'T3S8 age LOAD CASE(S) Concentrated Loads(lb) Vert:8=158 9=314 10=-27 11=-47 4)1st Wind Parallel:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.2,2-8=44.5,3-8=44.5,3-9=44.5,4-9=44.5,4-5=96.0,2-10=-10.0,7-10=-10.0,7-11=-10.0,6-11=-10.0 Horz:1-2=-89.2,2-8=-54.5,3-8=-54.5,3-9=-54.5,4-9=-54.5,4-5=-106.0,4.6=-15.3 Concentrated Loads(lb) Vert:8=158 9=314 10=-27 11=-47 5)2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=41.5,2-8=17.0,3-8=17.0,3-9=17.0,4-9=17.0,4-5=106.2,2-10=-10.0,7-10=-10.0,7-11=-10.0,6-11=-10.0 Horz:1-2=-51.5,2-8=-27.0,3-8=-27.0,3-9=-27.0,4-9=-27.0,4-5=-116.2,4.6=-25.5 Concentrated Loads(lb) Vert:8=158 9=314 10=-27 11=-47 SS 1 AQP p g• 19911 QwwmNG-v ft&.I#.p..tsr.and R&w NorSs ori Tms AM7 MmCRW stns 1 r"M Ash. Design valid for use only with MITek connectors.This design Is based only upon parameter shown,and Is tot on Indh4 dual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent brbcing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-68 Quality Standard,DSS-89 bracing Specification,and NIB-91 M iTek® Handling Installinq and bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. 1/8" ■-- 1/8TOP CHORDS 4 C2 C3 2. other. to bear tightly against each 0 [X!Nc, � 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate o joint and embed fully, Avoid knots and wane O at joint locations, plates /a"from outside edge of o 4, Un ss otherwise noted,locate chord splices truss and vertical web. a e� o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or Less,if no ceiling is installed, unless otherwise noted. SBCCI 8720b,8b217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEIG TM © 1993 Mitek Holdings, Inc. FORM018,019 �' -�'�® JWDRD.A.-a® To6-- russ ype — 2 y RAAT�f7BONTZIFLZTOT� M273853 2995 JC09 _`^"s-s.TRUSS 2 1 `Bins ,uslCiffg WWood Ire, a 31569 .� s ar 6 598 !Tek nus ries,Inc. ue pr age 1-10 10 5 2-5 9-10-13 1-10-10 5-2-5 4-8-7 2X611 5 i 4 I, 9 4.24`T2 3x4; i v' 3 a� 8 i I I I 2 - - , o 1 10 7 11 6 2x4- 1x4 11 3x4= 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI —i DEFL (In) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.03 7 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.25 Vert(TL) 0.05 1-2 >462 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:47 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. 1 BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-13 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=529/0-3-8,2=57110-11-5 Max Horz2=307(load case 4) Max Uplift6=-472(load case 4),2=-470(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=37,2-8=-798,3-8=-704,3-9=-129,4-9=-45,4-5=-6,4-6=-181 BOT CHORD 2-10=703,7-10=703,7-11=703,6-11=703 WEBS 3-7=134,3-6=-707 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 t 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the1 r1• �(r`, building designer. ti 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 472 Ib uplift at joint 6 and 470 lb uplift at joint 2. C> 5)This truss has been designed with ANSI/TPI 1-1995 criteria.LOAD CAS ) 1)RegularlLumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) l�tM -2=-60.0,2-8=-60.0,3-8=-60.0,3-9=-60.0,4-9=-60.0,4-5=-60.0,2-10=-20.0,7-10=-20.0,7-11=-20.0,6-11=-20.0 Vert:1 Concentrated Vert:8=39=113710=-1511=-55 h./ 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Concentrated (Ib) -2-8=44.5,3-8=44.5,3-9=44.5,=-5 .5, -9 -5 4-9=44.5,4-5=111.6,2-10=-10,0,7-10=-10.0,7-11=-10.0,6-11=-10.0 APR 199 ' Horz:1-2=-89.2,2-8=-54.5,3-8=-54.5,3-9=-54.5,4-9=-54.5,4-5=-121.6,4-6=33.6 Vert:8=158 9=314 10=-27 11=-47 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plo Vert:1-2=57.1,2-8=24.9,3-8=24,9,3-9=24.9,4-9=24.9,4-5=114.0,2-10=-10.0,7-10=-10.0,7-11=-10.0,6-11=-10.0 Horz:1-2=-67.1,2-8=-34.9,3-8=-34.9,3-9=-34.9,4-9=-34.9,4-5=-124.0,4-6=-25.5 Continued on page 2 A WARNING-VerW design parameters and READ NOTES ON TRIS AND RE VERSE SIDE BEFORE USE. Design vodld for use only with MRek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. AppiloobilRy of design parameters and proper Incorporation of component is responslbilBy of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.AddRlonar permanent bracing of the overall structure is the responsdbllRy of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull CST-68 Quality Standard,DSS-89 Bracing Specification,and HIR-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. Ye" ,fie„ TOP CHORDS 2. Cut to bear tightly against each other. D WEBS J5 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate joint and embed fully.Avoid knots and wane U 1 O at joint locations. plates i/a"from outside edge of a X 0 0 4, Unless otherwise noted,locate chord splices truss and vertical web. r- a 77It O at I!a panes length(+b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 Js lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format toter to the AROUND THE TRUSS STARTING ATTHE LOWESTJOiNT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General Mfrek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension Is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4. X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slats. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591. 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCi 8720b,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, erection and installation of trusses. PANEL Cite TM p 1993 Mitek Holdings, Inc. HYDRO-AIR h .. I Job — ;Truss Truss Type Qty DURRAMTOONTZ7FC00 M273852 2995 J07 ROOF TRUSS 4 1 8ui err russ Aft—, ine6 39589— s ar IiTek Industries,Inc. ue pr 0T23:47:47 18 age 7-0-0 1-4-0 7-0-0 3 i 6.00(TT 0 I ' 2 M / x 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.23 1-2 >77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 1st LC LL Min I/defl=360 Weight:24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 3=191/0-3-8,2=367/0-8-0,4=67/0-3-8 Max Horz 2=253(load case 5) Max Uplift3=-229(load case 5),2=-159(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=69 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint 3 and 159 Ib uplift at joint 2. 4)This truss has been designed with ANSI1TPI 1-1995 criteria. / LOAD CASE(S) Standard ~��ao,,��1FIG,q�,•�T .• ED Agit�t 8', 1998' i AWds mm-verm destyn parmoseters and mud Norss ONTms mD RevERw swz sworn use. �..r Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is tot an lndlviduol building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblNty of building designer•not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction b the responslbiilty of the erector.Additional permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuR CST-66 Quality Standard,DSI-89 tracing Specification,and HIB-91 MiTek� Handling Installing and tracing Recommendation available from Truss 83 Plate Institute,5D'Onof to Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. ,;8' TOP CHORDS 2. Cut members to bear tightly against each 17-1-F cx c3 other, o WEBS J5 ¢ 3. Place plates an each face of truss at each 0C3 3 C3 joint and embed fully. Avoid knots and wane *For 4 x 2 orientation,locate �' o at joint locations. plates /a"from outside edge of a. o v 4, Unless otherwise noted,locate chord splices truss and vertical web. ►- c? p at ti/4 panel length(-6'from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 JB lumfabrier cation, connector not exceed 19%at time of icatio connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General MITek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75, 91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, 401�1 unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, nTM © 1993 Mitek Holdings, Inc. FORM019,019 6.a,�-N�a 0 "MRO,A/A(b Joti- russrsTus–hype— Qty Ply D URNAM 15ONTV171-0 R 'i 2995 J04 ROOF TRUSS 4 1 M273851 i Builders Truss M fg, oo 1ne, a 31569 MiTek nus ries,Inc. TUe Apr age 1-40 5-0-7 1-4-0 5-0-7 1 3 6.00 FT2- 0 N 1 T 2 M Q 1 --- 5-0-7 , 5-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.06 1-2 >274 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a SCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:18 Ib LUMBER BRACING /� r TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. (/ BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 3=129/0-3-8,2=292/0-8-0,4=47/0-3-8 Max Horz 2=191(load case 5) Max Uplift3=-1 57(load case 5),2=-154(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1.2=35,2-3=46 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground levet,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 Ib uplift at joint 3 and 154 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ♦ ,,,,,. t LOADCASE(S) Standard ♦yFlt,,�� '�' iso. va�05 �s•ye,fi APR 0 8 1998 AwAmNG-verm&xiyn pammetom and ma Noras oNTws mD mmil w sms ar"m vs6. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an IndWuol building component to be � Installed and loaded vertically. Applleobillty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure sloblltly during construction Is the responsibility of the erector.Additional permanent brbcing of the overoll structure Is the responsibility of the building designer.For general guidance regarding lobrloatlon,quality control,storage,delivery,erection and bracing,consuB QST-es Quality Standard,DSI-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,5a3 D'Onofrlo Drive,Madison,WI 53719, I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i3/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. 'A '/e TOP CHORDS C2 P 2, other. to bear tightly against each o 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = " �. ; JA Q joint and embed fully, Avoid knots and wane U 0 at joint locations. plates i/8"from outside edge of a _ o 4, Unless 14 paneotherwise noted,locate chord splices th b truss and vertical web. r o at il len +6'from adjacent oint. ce c: cc F. 9 �_ 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of r. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates, 6, Unless expressly noted,this design is not applicable for use with fire retardant ar JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4P� unless otherwise noted. SBCCI B720b,8b217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, ® erection and installation of trusses, PANEL TM 01993 Mitek Holdings, Inc. CLiP Jobruss TrussType Q y y URTLAM7BONTZ717 i M273850 2995 J02 i ROOF TRUSS 74 1 `Bwrders russ g, oddbine, a 569 - 4"2 s ar �J87VI1 a nus nes, nc.---Tu--- pr�T-23:47:4" age 1-4-0 3-0-7 3 I 6.00 FfT 0 a 2 0 I 2x4- 3-0-7 3-0-7 LOADING (Psfl SPACING 2-0-0 CSI DEFL (in) (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.03 1-2 >567 BCLL 0.0 Rep Stress Incr YES —WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 3=58/0-3-8,2=222/0-8-0,4=27/0-3-8 Max Horz 2=1 27(load case 5) Max Uplift3=-79(load case 5),2=-163(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-51 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead loadJrr° the gable end roof zone on an occupancy category 1,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 163 Ib uplift at Iol 2. 4)This truss has been designed with ANSI(fPl 1-1995 criteria. .� F ,`�F,`tFlCT LOAD CASE(S) Standard 0.3690 \ Y� OR 0 a 199a ,A WARMNO-ver{jy des4n parameters and P&W N0rZ9 ON TWS AND=VrJ SE STDG BZMIM VW. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblitty of building designer-not truss designer.Stating shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erecta.Additional permanent brarcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality contioL storage,delivery,erection and bracing,comuh CST-SI Quality Standard,DSI-89 Bracing Specification,and NIB-91 iVtiTek® Handling Insta111na and Bracing Recommendation ovaBa583 ble from Truss Plate Institute, D'Onohb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Satery Il._ PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1't. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TDP CHORDS c' ° 2 Cutothmembers to bear tightly against each % J5 ¢ W EBS 3, Place plates on each face of truss at each For 4 x 2 orientation,locate = " �. 33 joint and embed fully. Avoid knots and wane 0 0 at joint locations, plates 1/8"from outside edge of a. Vy Q 0 d, Unless otherwise noted,locate chord splices truss and vertical web. a c6 o at�/4 panel length(+b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. b. Unless expressly noted,this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format reser to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General Mrrek/Gang-Nall Joint/Plate Placement Chart, WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to comber for dead food deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FNA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1324,4922 ft.spacing,or less,if no ceiling is installed, le unless otherwise Hated. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,410080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. _ stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, TM erection and installation of trusses, �4Q PANEL Q 1493 Mitek Holdings, Inc. CLIP l6 Fruss runs ype y URAAMTBTJNTZ7FC60 �2995 J ROOF TRUSS 4 1 , M273849 -Buierl�sTruss�Vf g, oo Ine, a 2 s ar I e nus ries, nc.Tue Apr 07 23:4 age r -1-4-0 1-0-7 1-4-0 1-0-7 I 3 6.00 FTT d 1 2 4 1 2x4- 0-1-8 1-0-7 0-1-8 0-10-15 LOADING (psf) i SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a M20 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 >850 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (lb/size) 3=-50/0-3-8,2=19910-8-0,4=910-3-8 Max Horz 2=76(load case 4) Max Uplift3=-50(load case 1),2=-239(load case 4) Max Grav 3=1 04(load case 4),2=199(load case 1),4=9(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-54 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5,0 psf top chord dead load and 5.0 psf bottom chord deadiodd,in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. 1f porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase.is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint 3 and 239 Ib uplift at joint 2. AN. '�TF 4)This truss has been designed with ANSI/TPI 1-1995 criteria. \X ....� LOADCASE(S) Standard ••�IF�Cr{T `Lt'�t APR 8 1998 AWAWNo-verW design pammecers and R&W»oras ONTMS APD R6vLRW sme BSBORe use. riri Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically. AppBcablitty of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Addftbnol permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-ted Quality Standard,DSI-89 Bracing Specification,and NIB-91 M iT@k® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. '/1, +' Ye TOP CHORDS C2 C3 other,2, Cutmembers to bear tightly against each a WEBS J5 ¢ 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate z L) �, 3 �,� ; ¢ joint and embed fully. Avoid knots and wane 0 0 at joint locations. plates I/a"from outside edge of a �" _ 0 0 4, Unless otherwise noted,locate chord splices truss and vertical web. 0 at 1 /4 panel length(+b"from adjacent joint.) C8 C1 C8 I H *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. !� stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, 0 MiTek® 15,Care should be exercised In handling, illIlIIIIII7M erection and installation of trusses. PANEL © 1993 Mitek Holdings,Inc. CLIP 0 1 russ I Truss I ypet�— -Py--;�QRFTRM 113 FITZ7FC60 M273848 2995 G03 ROOF TRUSS 1 1 `BuTders rusT s Mfg;WoodbTne,Ga 3f56g- J- n 32Ls gar-6-1-99a-MiTek Industries,Inc. IueApru7 23:41:40-f-99"age2 LOAD CASES) Standard Except: Uniform Loads(pit) Vert:1-2=8.9,2-3=8.9,3-12=53.7,4-12=53.7,4-13=53.7,5-13=53.7,5-6=29.0,6-7=29.0,7-8=47.1,1-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,10-16=-10.0, 16-17=-10.0,9-17=-10.0,7-9=-10.0 Horz:1-2=-18.9,2-3=-18.9,5-6=39.0,6-7=39.0,7-8=57.1 Drag:3-12=-0.2,4-12=-0.2,4-13=0.2,5-13=0.2 Concentrated Loads(lb) Vert:3=229 5=229 12=229 13=229 14=439 15=-34 16=-34 17=439 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=29.0,2-3=29.0,3-12=53.7,4-12=53.7,4-13=53.7,5-13=53.7,5-6=8.9,6-7=8.9,7-8=34.4,1-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,10-16=-10.0, 16-17=-10.0,9-17=-10.0,7-9=-10.0 Horz:1-2=-39.0,2-3=-39.0,5-6=18.9,6-7=18.9,7-8=44.4 Drag:3-12=-0.2,4-12=-0.2,4-13=0.2,5-13=0.2 Concentrated Loads(lb) Vert:3=229 5=229 12=229 13=229 14=439 15=-34 16=-34 17=439 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=53.7,2-3=53.7,3-12=53.7,4-12=53.7,4-13=53.7,5-13=53.7,5-6=26.2,6-7=26.2,7-8=41.5,1-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,10-16=-10.0, 16-17=-10.0,9-17=-10.0,7-9=-10.0 Horz:1-2=-63.7,2-3=-63.7,5-6=36.2,6-7=36.2,7-8=51.5 Drag:3-12=-0.2,4-12=-0.2,4-13=0.2,5-13=0.2 Concentrated Loads(ib) Vert:3=229 5=229 12=229 13=229 14=439 15=-34 16=-34 17=439 5)2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=26.2,2-3=26.2,3-12=26.2,4-12=26.2,4-13=26.2,5-13=26.2,5-6=53.7,6-7=53.7,7-8=79.2,1-11=-10.0,11-14=-10.0,14-15=-10.0,10-15=-10.0,10-16=-10.0, 16-17=-10.0,9-17=-10.0,7-9=-10.0 Horz:1-2=-36.2,2-3=-36.2,5-6=63.7,6-7=63.7,7-8=89.2 Drag:3-12=-0.1,4-12=-0.1,4-13=0.1,5-13=0.1 Concentrated Loads(lb) Vert:3=229 5=229 12=229 13=229 14=439 15=-34 16=-34 17=439 ' 'R 0, ;• -P ED ,SPR o 8 199x' A WARNING-VerW design parameters and READ N0TE8 ON TWS AND REVERSE SIDS BEFORE USE. Design valid for use only with Millet:connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bNcing of the overall structure Is the responslblilty of the building designer.For general guidance regarding fabrication,quality conhol,storage,delivery,erection and bracing,consull CST-58 Quality Standard,DSI-89 gracing Specification,and HIB-91 MiTek® Handling Installing and$racing RecommwWaflon available from Truss Plate Institute,593 D'onoW Drive,Madison,WI 53719. C. Hour SMITH, III ATTORNEY AT LAW ONE INDEPENDENT DRIVE, SUITE 3301 JACKSONVILLE, FLORIDA 32202 CIVIL TRIAL PRACTICE TELEPHONE (904) 358-0620 CORPORATION AND BUSINESS LAW FAX (904) 358-0060 WILLS AND ESTATES RErriVED§`t' 9 ? 1998 August 20, 1998 City of Atlantic Beach SulldinjR and zoning VIA FAX TRANSMISSION & U.S. MAIL: (904) 247-5877 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Aft: Don Ford RE: Affidavit of Notice of Termination of Notice of Commencement - Susan B. Jackson & Preston E. Jackson Dear Mr. Ford: My client, Bonts Building & Design, has provided me with a copy of the above referenced Affidavit of Notice of Termination of Notice of Commencement recorded at OR Book 9043, Page 1035 of the current public records of Duval County, Florida, on August 18, 1998. Please note that this Affidavit contains the following assertion: "All Lienors have been paid in full." Please find enclosed is a copy of a Claim of Lien filed and recorded by my client, Bonts Building & Design, at OR Book 9032, Page 431 of the current public records and Duval County, Florida on August 7, 1998, against the same property as described in the above referenced Affidavit of Preston E. Jackson and Susan B. Jackson. This is to advise the City of Atlantic Beach that the aforesaid Claim of Lien by my client, Bonts Building & Design, has not been paid and remains outstanding. A second Lien by Ash-Brooke Construction in the sum of$17,281.33 has also been recorded.A copy of that lien and a Lien Release and Waiver by Ash-Brooke is also enclosed for your reference. Please note that Ash-Brooke's lien covers a time period thru August 4, 1998, whereas the lien Release for a progress payment only goes through July 31, 1998. Also enclosed is a copy of a U.S. Mail Return Receipt Card signed by P.E. Jackson (to-wit: Preston E. Jackson)which evidences his receipt on August 12, 1998, of a copy of the Claim of Lien, Contractor's Final Affidavit and Notice of Non-Payment which were served on Mr.and Mrs. Preston E.Jackson by Bonts Building&Design,at 1881 Beachside Court, Atlantic Beach, Florida on August 12, 1998. Sinc E oIt ith, CHS/bk Enclosures cc: Bonts Building & Design CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: J5fi 19�� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCO773= 1423 NS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EC-.0001713 Munson and Bryan Electric Co. ELECTRICAL FIRM: M E JOURNEYMAN NAME- ?C-ki 1&�Q ADDRE $G N%'cola- "NP- RFD BOX coy,,oD _ 5C4 8V BLDG.S-IZE/ s�r�=.�4 v��lu O.uc�-1 a r�� BETWEEN: '1My2C�y �k- RES.(LY APT. ( ! COMM. ( ) PUBLIC ( 1 INDUS. ( ) NEW (-'/ OLD ( ) REW. ADDITION ( ) TRAILER t )) TEMP. ( ) SIGNS ( ) S0. FT. SERVICE: NEW(✓f INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE O AMPS ZOO COPPER ALUM. SWITCH ORBREAKER MPS PH 3 W (4JttiW LT Cbl,- RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. IKVA N0, NEON TRANSF. NO. VA. MA. I I MOTOR SIZE SWITCH I FLASHER EACH SIGN •— FORWARDED S TOTAL FEES 08/0/1998 17:01 904-726-0360 ASH-BROOKE CONST.INC PAGE 01 6501 ARLINGTON EXPRES$WAY SLOG.B 101 ASENWROOM JACKSONVILLE,FL 32211 cM"11 C XK INC. August 20, 1996 Mr. Don C.Ford Atlantic Beach Building Official Fax 247-5877 Dear Sir This letter Is to alariify the fax*om Q Holt Smith Ilk dated IIill "S. Ash-Brooke Construction, Inc_ filed a lien on the Jackson Residence located at Lot 2 Tiffany By The Sea, as recorded in Plat Book 46, Pages 94 and 94a,of the current public records of Duval County, FI. The lien was filed on the morning of August 10, 1998 that same morning Mrs. Jackson came to our office and made payment for 13,981.33. We filed a partial release on 12 August. Our runner had already filed the lien before we could stop her. We are working with the Jackson's to finish girt our contractual obligations. It you have any further questions, please feel free to contact our office at 726-0444. Sincerely, Cathy J. Hiers Vice President Book 9043 Rg 1035 Bk: 9043 Ing: 1035 Doc# 98201389 ^ Filed R Recorded 1(� 0� ci _ [ C13 9 08/18/98 11:25:28 A.M. HENRY W. COON, pC�r NOTICE OF TERMINATION DUVAL COUNTY,CLERK COUNTYCOURT , FL N -P"c OF REC. $ 6.00 l NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that certain Notice of Commencement executed by the undersigned on February 27, 1998, and recorded in Official Records Book 8872, page 1475, of the public records of Duval County, Florida is terminated effective August 10, 1998. This Notice of Termination of Notice of Commencement is intended to apply to all of the real property described in the above described Notice of Commencement. All lienors have been paid in full. A true and correct copy of said Notice of Commencement is attached hereto and by this reference made a part hereof for the purpose of complying with Florida Statutes 713.132. Susan B. Jacks Preston E. Ja lon STATE OF FLORIDA COUNTY OF DUVAL I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgeme , personally appeared Susan B. Jackson and Preston E. Jackson, his wife, who ave produced a Driver's Licenses as identification and ( ) did/did not take an oath. WITNESS my hand and official seal in the State and County last aforesaid this day of August, 1998. tary Public __ ��a;vr:s,ion cc'j7 s2 UNREs State of Florida of aF a 90M�E��7I4RU',WY FAIN INSUFAKI,INQ My commission expires: Book 9043 Pg 1035 Eek.: 9043 Pg- 1035 Dodi 98201389 Filed R Recorded J �l( Yl 08/18/98 11:25:28 A.M. HENRY WCOOP, NOTICE OF TERMINATION CLERK CIRCUIT DUVAL COUNTY, FL FL OF REC. $ 6.00 "1 NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that certain Notice of Commencement executed by the undersigned on February 27, 1998, and recorded in Official Records Book 8872, page 1475, of the public records of Duval County, Florida is terminated effective August 10, 1998. This Notice of Termination of Notice of Commencement is intended to apply to all of the real property described in the above described Notice of Commencement. All lienors have been paid in full. A true and correct copy of said Notice of Commencement is attached hereto and by this reference made a part hereof for the purpose of complying with Florida Statutes 713.132. Susan B. Jackson Preston E. Jac�tson STATE OF FLORIDA / COUNTY OF DUVAL I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgernepts, personally appeared Susan B. Jackson and Preston E. Jackson, his wife, who ave produced a Driver's Licenses as identification and ( ) did/did not take an oath. WITNESS my hand and official seal in the State and County last aforesaid this ZW day of August, 1998. tary Public ,, ,;rn A.yJa'�� State of Florida aft "-R KY_AINiILSUFANLj,fr_ My commission expires: 08/20/98 12:00 $904 3580060 HOLT SMITH ATTY X1005 1q3 Book 9043 Pg 1036 ►� �m i ►� c�?q q — 6kt 9043 Pg. 1036 Docil 98201390 Filed & Recorded 08/18/98 11125t28 A.M. HENRY W. 0001: CLERK. CIRCUIT COURT DUVAL COUNTY, FL REC. 4 6.00 For Recorder's Use Only or aw. NQTICE OF RE-COMMENCEMENT To WHOM IT MAY CONCERN: The undersigned hereby gives notice that Improvements will be made to certain real property,and in accordance With Section 713,Florida Statutes,the following information Is stated in this NOTICE OF RE-COMMENCEMENT. Description of property: Lot 2 TlHicg{�the Sea as recorded In Plat Book 48,Pages 94 and 94A,of the Current Pubire Records of Duval County,Florida General Description of Improvements:Single Family Residence Owner: Susan B.Jackson and Preston E.Jackson,H/W Address: 1881 Beachside Court,Atlantic Beach,Fl.32233 Owners interest in site of the improvement: Fee Simple fee Simple TWO Holder(If other then owner) Name: Susan B.Jackson and Preston E.Jackson,H/W Address: 188 Beachside Court,Atlantic Beach,FI.32233 Contractor: Susan B.Jackson and Preston E.Jackson,H/W Address: 188 Beschslde Court,Atlantic Beach,Fl.32233 Surety(it any): Address: Amount of Deed: Lender: Barnett Bank,N.A. Address: 9000 Southside Blvd..Skig 70019 Jacksonville,Florida 32258 Name of person within the State of Florida,other than itself,designated by owner upon whom notices or other documents may be served: Name: R.R.Crabtree,Esq. Address: 8375 Dbt EINs Trent,Ste.401 Jacksonville,Florida 32256 In addition to haelt,owner designates the following person to receive a copy of the Lienors'Notice as provided in Section 71308(2)(b),Florida Statutes. (FIN In at Owners option. Name: R.R,Crabtree,Esq. Address: 8375 Dix Ellis Trail,Ste.401 Jacksonville,Florida 32256 n ;7 n L n JpgnL res on t, son I HEREBY CERTIFY that on this day before me,an officer dutyatghorizad In the Slate and County,aforesaid to take acknowledgements,personally appeared Susan B.Jackson and Presl E.Jackson,to me personally known,in whose names the foregoing Instrument was executed,and that they acknowledged executing the some for the purposes therein expressed. ��,��// WITNESS my hand and official seal In the State and n last aforesaid thisf��9Y Lt ,1998. L / �n•.']y Ste of=Id al l rel :, � r.4 Fcommission ex mOrfuN YC+IMMIIs,tW. n CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE, 9� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCEWI ELECT TIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 001713 Munson and Bryan Electric Co. 1423 ELECTRICAL FIRM: 11'1 MA ER ELE NAME Q rand- ADDRESS: S4- t1iccle —RFD—BOX— "c FD BOX "c� 5. «► .,t1 (� I BLDG.SIZE � > rDCP_ Pdbc 1BETWEEN: K_11`�hpC�ll � ��r RES. (✓1 APT. ( I COMM. ( 1 PUBLIC ( I INDUS. ( 1 NEW 011' OLD ( 1 REW. ADDITION ( ) TRAILER ( I TEMP. ( t.► ' SIGNS ( ) S0. FT. SERVICE: NEW ("r' INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE 50 AMPS COPPER ALUM. SWITCH OR BREAKER I PH 3 W V LT PVC RACgWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO, SIZE N0, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP8. 31.100 A4P8. SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMP8. OvLR APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. I KVA N0. IKVA NO. NEON TRANSF. NO. VA. I MA.--j I MOTOR SIZE SWITCH FLASHER EACH SIGN -- 7--7 T-7 FORWARDED $ TOTAL FEES _ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ■2ACH. FLORIDA 11231 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete ail items in sections I, 11, 111, and IV. I. LOCATION Street Address: ,C d If el OF lah►ue►inq Streets: between vIe � in P And � o WILDING y Sub-di.isisn II. IDENTIFICATION — To be completed by all applicants, In cont;derarion of permit gi„en for doing the work as described in the above statement we hereby agree to perform said woik in accordance .'th the attachod plant and specifications which are a part hereof and in accordance with Ike City of Jacksonville ordinances and standards of gocd practice fitted therein. N"" e( Mechanical OCeov\ '-2e Conhaefe►t L� /� Cwtracfor (Print) G J Metter CJ 7 Name 44 hsperty Owner S: "situ of owni►-- Signature of w Av"iud Agent Architect at Engineer 111. CIrNE!!AL A. Type of►.eta fuel: B. IS OTHER CONSTRUCTION BEING DONE ON / Bech;c THIS SUILOING OR SITE? Q Coot—❑ U iteral ❑ Central Utility IF VESs GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT /^IU 7 ❑ Otbw Specify IV. b=HANICAL IQUMMllW TO u INSTALLSO NATURE OF WORK (►rer;44 eoatp6ts tett of eonspeneeh ea bed of thio tenet (2' Residential or ❑ Commercial j—Nut ❑ Spee ❑ Q.cened CoRw O goer EY New building V `�`--A-Ce.tdrtiow7wq: 13 Room Csefre) ❑ Existing building v❑ tom► Sy.t«w: ►/ohriot_ niclinoee ❑ Riplaaement of existing system macro um capacity ��„e fee. New Installation(No system previously Installt.M) ❑ Refrigsretiee ❑ Extension or add-on to existing system ❑ COeling Moret': capacityg.p.rrl. ClOther -- specify ❑ sire epr;nllon: Numles► of heads p eio+rae. ❑ THIS VAC! 0011t 0"J" U" ONLY ❑ 64e46e Pumps (rwfnber) (R+eeiw/t) ❑ Tewkt (number) Ee►►teAl ❑ 1!G "ossir,•r• (Aurnlew) ❑ Uotiroel pare renal C7 IsS.r+ tenni► Apftrerrd fey pee. ❑ 01,40" — Specify ►«,tat UST ALL EQUIPMENT AIR COPIDtTIONING AND REFRIGERATION EQU"ENT Number Units Doo"Ipueft xode►Numbs itanutaotunr ('tbaaj� w� but Gv✓i P ✓ ovt() iCv— V HEATING • FURNACES, s01LER8. FIREPLACE$ ltrrsnb.r Volts lO+ecrtptf�ow S[o"Number >MGukuftiaturlr it ✓I3 uG✓�� r✓ I,GC} u TANKS plow Kann Noaahanl Capacigr Type LIQIdd If""of &tial Approving sad Dlmenelaos ntalned 3[a04 9! NEW No. Agerel► lq3qBook 9043 Pg 1036 Bk.: 9043 Pg: 1036 Doc# 98201390 Filed & Recorded 08/18/90 1.1:25:28 A.M. HENRY .M- HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. $ 6.00 For Recorder's Use Only Thi 'mWh a�gn wwjsgrrpared by ,a"�Iiao�nvllaFL258 401 NOTICE OF RE-COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713,Florida Statutes,the following information is stated in this NOTICE OF RE-COMMENCEMENT. Description of property: Lot 2 Tiffany by the Sea as recorded in Plat Book 46,Pages 94 and 94A,of the Current Publ?c Records of Duval County,Florida General Description of Improvements: Single Family Residence Owner: Susan B.Jackson and Preston E.Jackson,HAN Address: 1881 Beachside Court,Atlantic Beach, FI. 32233 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder(if other than owner) Name: Susan B.Jackson and Preston E.Jackson, H/W Address: 188 Beachside Court,Atlantic Beach,Fl. 32233 Contractor: Susan B. Jackson and Preston E.Jackson, HMI Address: 188 Beachside Court,Atlantic Beach,FI. 32233 Surety(if any): Address: Amount of Deed: Lender: Barnett Bank, N.A. Address: 9000 Southside Blvd.,Bldg 700/9 Jacksonville, Florida 32256 Name of person within the State of Florida,other than itself,designated by owner upon whom notices or other documents may be served: Name: R. R. Crabtree, Esq. Address: 8375 Dix Ellis Trail, Ste.401 Jacksonville, Florida 32256 In addition to itself,owner designates the following person to receive a copy of the Lienors'Notice as provided in Section 713.06(2)(b), Florida Statutes. (Fill in at Owner's option.) Name: R.R.Crabtree, Esq. Address: 8375 Dix Ellis Trail, Ste.401 Jacksonville, Florida 32256 lL an c s ell Preston , ac son I HEREBY CERTIFY that on this day before me,an officer duly au orized in the State and County aforesaid to take acknowledgements,personally appeared Susan B.Jackson and Prest E.Jackson,to me personally known, in whose names the foregoing instrument was executed,and that they acknowledged executing the same for the purposes therein expressed. ,,�// WITNESS my hand and official seal in the State and n last aforesaid this,/49y 1998. a Staof Florid at har ��` 4. 9,1416 1 hid r, ,.alr. ;,,� commission explreF ' �-! %i?91�f ! .• j..' +r "ROY FAIN tFBCUIUfVF,to CITY OF A'1'L.AN"I'It' L'Gat't1, FLUhID.L:„>:;- 1.1;-, — t'ELI PIIONE X90!1 4.17-5800 + FAX 90.11 -1 805 rz Za ✓dl�rc�• cf� , For Recorder's Use Only Th ■ instrument was repared by a record and ratur tbi R. R. Crabtreg San.re CrabtrQe & P Sar, P.A. 8375 Dix Ill a Trail Suite 401 Jacksonville, PL 32Ssi ` NOTICE OF RE-COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713, Florida Statutes, the following information is stated in this NOTICE OR RE-COMMENCEMENT. Description of property: SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE INCORPORATED HEREIN AND MADE A PART HEREOF. General Description of Improvements: Single Family Residence Owner: Susan B. Jackson and Preston E. Jackson h/w Address: 1881 Beachside Court, Atlantic Beach, FS.. 32233 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder (if other than owner) Name: Susan B. Jackson and Preston E. Jackson, H/W Address: 188 Beachside Court, Atlantic Beach, F1. 32233 Contractor: Braud Design/Build, Inc. Address: P.O. Box 27677, Ponte Vedra Beach, FL 32004-2767 Surety (if any) : Address: Amount of Deed: Lender: Barnett Bank, N.A. Address: 9000 Southside Blvd. , Bldg 700/9 Jacksonville, Florida 32256 Name of person within the State of Florida, other than itself, designated by owner upon whom notices or other documents may be served: Name: R.. R. Crabtree, Esq. Address: 8375 Dix Ellis Trail, Ste. 401 Jacksonville, Florida 32256 In addition to itself, owner designates the following erson to receive a copy of the Lienors' Notice as provide in Section 713.06 ( ) (b) , Florida Statutes. (Fill in at Owner's option. ) Name: R. R. Crabtree, Esq. Address: 8375 Dix Ellis Trail, Ste. 401 Jacksonville, Florida 32256 MS B n Preston E. ckson 1. I HEREBY CERTIFY that on this da fore me, an officer duly authorized in the State and County aforesaid to Me acknowledgements, personally appeared Susan B. Jackson ana Preston E. Jackson, to me personally known, in whose names the foregoing instrument was executed, and that they acknowledged executing the same for the purposes therein expressed. W��'�TESS my handand official seal in the State and County last aforesaid - this day of s 1998. Y PH�s,VACCARO Notary ublic�U� MY COMMISSION*cc?loge' State of Florida at Large zs aui)2 My commission expires: yytypIREOl JpTILIVY lilAlontliMl Co. 1 id0 7AAY Aj,Nbtw is .. 1, CITY OF �lnl SEMIvI)LE R():\D --- - -- -- Aii_:A\TIC i3E: \('I1. Fr.l)RID:A CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES CWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FoR SECTION 489, 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CCNSTRUCTION TO BE DONE BY LICENSED CONTRACTCRS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YCL'P "CPE_,R-Y, TC ACT OWN CONTRAC77CR =VEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU :MAY BUILD OR IMPROVE A ONE - OR TNO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,CCO.CO OR LESS. THE BUILDING MUST BE FOR YOUR USE AND CCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER�THE CONSTRUCTION IS COMPLETE. THE LAW WILL PRESUME THAT YOU 9UIL7 IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF TH15 EXEMPTICN. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION :MUST BE OONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS, IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES, ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,OCC) SE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL 77MES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." 7-H15 DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX ANC/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,CCO PENALTY UNDER FLORIDA STATUTE No. 455-228( 1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA."CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STA ENT ANO THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDE ER IT. I -L- f N. T.Vance Walker PROPERTY OWNE /BUILDER Commission#CC 743656 N < Expires May 17,2662 BONDED 1 iRu ADDRESS TELEPHONE Of ATt_Afi!`iC SWORN TO AND SUBSCRIBED BEFORE ME THIS _ b:70 ✓ / 19 G NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPARTMENT, PEOPERTY ZESCRIPTION RECEIVED Lot #-Q—, Block # Section # Subdivision:-"(; n•� �,.� SF, 1%ir! 1 1998 Street Name rzscKIPTIoN qjv gAlantic Beach or Address.: So Nicole Lar. e_, Building and Zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description 500 I%Aerz� 1A0e ne_ Class of Work: (New/ '— Remodel/Addition: ZOKINC T e of Construction: 71ACk) ��-•�� _}. �c NMS ANUG 'I"d 2130jiR, Zoning Proposed District: 2'jg`2� _Use: o Estimated Value $ pp Exceptions or Variances Materials: Granted: NoN Q„ Solid r Filled round:- Roof: Method of Heating: OWNER OK Property Owner: APA, dt.SuS�� Phone• Mailing Address 12o3i COI1iTRAC:TOR INFORIE TION Contractor: Won-ye (Dwf-Q y— Phone: Mailing Address: zip: STATE LICENSE NO: r Expiration Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OE TE1E LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF 9ONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUP NG DAT VE BEEN OR S L BE PROVIDED AS REQUIRED. Owner SignatureDATE y�:/'•- 3 C� ZJ Contractor Signature DATE SWORN T9 AND SUBSCRIBED BEFORF, ME_ BY .&"/ ' fqG f+ G (J THIS / DAY OF , 199d, . 4Q'IyPq- T. Vance Walker NOTARY PUBLIC Exrires My 17,2002 t'feF iL�s f t:1eEU L THRU �t.tLlNG C0.,1NC. NOTICE OF TERMINATION OF NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that certain Notice of Commencement executed by the undersigned on February 27, 1998, and recorded in Official Records Book 8872, page 1475, of the public records of Duval County, Florida is terminated effective August 10, 1998 . This Notice of Termination of Notice of Commencement is intended to apply to all of the real property described in the above described Notice of Commencement . All lienors have been paid in full . A true and correct copy of said Notice of Commencement is attached hereto and by this reference made a part hereof for the purpose of complying with Florida Statutes 713 . 132 . Susan . Jackson Preston E. ks n STATE OF FLORIDA COUNTY OF DUVAL I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared Susan B. Jackson and Preston E. Jackson, his wife, who ( ) have produced a Driver' s Licenses as identification and ( ) did/did not take an oath. WITNESS my hand and official seal in the State and County last aforesaid this /.P-�7 day of August, 1998 . Notary Public 0YY, PHYLUSD.VACCARO State of Florida at Large MY COMMISSION N CC 710981 � . .:t My commission expires : 41.n F.XPIRL°S:JaMU&rY 28,2002 1.g�3.NOTApY PIS Notary&!!2c*6 0on&ng CO. t- j" IBERTY ELECTRICAL CONTRACTORS, INC. P.O.Boz 8743-Jacksonville,FL 32239•(904)725-1653 EC1729 City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 August 10, 1998 To Whom It May Concern: I would like to request that permit # 16931, 86 Nicole Ln., be cancelled. Liberty Electrical Contractors, Inc., will not be performing the requested work. If you have any questions, please feel free to contact me at the above number. Sincerel ouis J. D e President riuN .?-3 :4S LIBERTY ELECTRICAL CONTR 904 725 6234 P.01 E BERTY ELECTRICAL CtlNTRACTQRS, INC. ft o.Rot 8743•sa¢k3OMAc,PL 32239-(M)123-16M EC1729 City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 August 10, 1998 To Whom It May Concern: I would bike to request that permit# 16931, 86 Nicole Ln., be cancelled. Liberty Electrical Contractors, Inc., will not be performing the requested work. If you have any questions, please feel free to contact me at the above number, k 1 V � �n Aouiss q President( Book 9038 Pg 39 Bk: 9038 Pg. 39 Doc$ 98196307 This instrument prepared by Filed 8 Recorded And after recording return to: 08/12/98 1104:53 A.M. Cathy J.Hiers HENRY W. COOK 6501 Arlington Expressway B101 CLERK CIRCUIT COURT .EC Jacksonville,Fl 32211 RCOUNTY, FL REC. S 6.00 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned, in consideration of sum of$13,981.33 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through July 31,1998 to BONTS BUILDING & DESIGN on the job of MR. PRESTON& SUSAN JACKSON for improvements to the following described project: LOT 2 TIFFANY BY THE SEA, as recorded in Plat Book 46, Pages 94 and 94a, of the current public records of Duval County, Fl This waiver and release does not cover any retention of labor, services, or materials furnished after the date specified. DATED on August 10, 1998 ASH-BROOKE CONTR CTION INC enor By-. a Cathy J. Ale , VP THEFOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ( v DAY 0 F Y A 1M(J Si 1998, BY .!. Jy/C/e S , V. 1p_ OF ASN.&Wk6QJ r f, �. SHE IS J0 CUL SEAL SHARON L HARPER NOTARY M&x.STATE of nomoA a�" 0"CM" MY Oosmb"Evim t?lOGr91 NOTARY P U B L I C COMMWN No.CC 42/$41 08/20/98 11:57 '$904 3580060 HOLT SMITH AM WJUU1 FAX TRANSMISSION C. HOLT SMITH, iiI Attorney at Law One independent Drive, Suite 3301 Jacksonville, Florida 32202 Tel. (904) 358-0620 Fax.(904)358-0060 To: DON FORD Date: August 20, 1998 Fax#: (904) 247-5877 Pages: , including this cover From: C. HOLT SMiTH, iII Subject: BONTS BUILDING& DESIGN vs. PRESTON & SUSAN JACKSON Lot 2, Tiffany By The Sea if you do not receive all pages or have any problems with receiving this transmission, please call immediately, To: Beme! Number: (904)358-0620 CONEDENTIAL NOTE The documents accompanying this telecopy transmission contain information from the law Firm of C. Holt Smith, III, which is confidential and/or legally privileged. rhe information is intended only for the use of the individual or entity named on this transmission sheet If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution or the taking of any action in radiance on the contents of this telecopled information is strictly prohibited,and that he documents should be returned to this firm immediately. In this regard, if you have received this telecopy in error,please notify us by telephone immediately so that we can arrange for the return of the original documents to us at no cost to you. 08/20/98 11:58 10904 3580060 HOLT SMITH ATTY 10002 C. HOLT JMITH, III ATTORNEY AT LAW ONE INDEPENDENT DRIVE, SUITE 3301 JACKSONVILLE, FLORIDA 32202 CIVIL TRIAL PRACTICE TELEPHONE(904)358-0620 CORPORATION AND BUSINESS LAW FAX(904)358-0060 WILLS AND ESTATES August 20, 1998 VIA FAX TRANSMISSION & U.S. MAIL: (904) 247-5877 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Aft: Don Ford RE: Affidavit of Notice of Termination of Notice of Commencement-Susan B. Jackson & Preston E. Jackson Dear Mr. Ford: My client, Bonts Building & Design, has provided me with a copy of the above referenced Affidavit of Notice of Termination of Notice of Commencement recorded at OR Book 9043, Page 1035 of the current public records of Duval County, Florida, on August 18, 1998. Please note that this Affidavit contains the following assertion: "All Lienors have been paid in full." Please find enclosed is a copy of a Claim of Lien filed and recorded by my client, Bonts Building & Design, at OR Book 9032, Page 431 of the current public records and Duval County, Florida on August 7, 1998, against the same property as described in the above referenced Affidavit of Preston E. Jackson and Susan B. Jackson. This is to advise the City of Atlantic Beach that the aforesaid Claim of Lien by my client, Bonts Building & Design, has not been paid and remains outstanding. A second Lien by Ash-Brooke Construction in the sum of$17,281.33 has also been recorded.A copy of that lien and a Lien Release and Waiver by Ash-Brooke is also enclosed for your UZS/LUI'JS 11:59 $904 3580060 HOLT SMITH 3TTT IM003 reference. Please note that Ash-Brooke's lien covers a time period thru August 4, 1998, whereas the lien Release for a progress payment only goes through July 31, 1998. Also enclosed is a copy of a U.S.Mail Return Receipt Card signed by P.E.Jackson (to-wit: Preston E. Jackson)which evidences his receipt on August 12, 1998,of a copy of the Claim of Lien, Contractor's Final Affidavit and Notice of Non-Payment which were served on Mr.and Mrs.Preston E.Jackson by Bonts Building&Design,at 1881 Beachside Court,Atlantic Beach, Florida on August 12, 1998. 2oltSIncth, CHStbk Enclosures cc: Bonts Building &Design U8/20/98 12:00 0904 3580060 HOLT SMITH ATTY 1a004 Back 9043 Pg 1035 Eik.: 9043 Pg: 1035 Doc# 98201389 Filed & Recorded 08/18/98 'jl 1 11:2 :28 A.M. HENRY W. COOK. COURT NOTICE OF TERMINATION DUALLERK COUNTY,RCUIT FL • DUAL COUNTY, FL (� OF REC. s 8.00 NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that certain Notice of Commencement executed by the undersigned on February 27, 1998, and recorded in Official Records Book 8872, page 1475, of the public records of Duval County, Florida is terminated effective August 10, 1998. This Notice of Termination of Notice of Commencement is intended to apply to all of the real property described in the above described Notice of Commencement. All lienors have been paid in full. A true and correct copy of said Notice of Commencement is attached hereto and by this reference made a part hereof for the purpose of complying with Florida Statutes 713.132. Susan B. Jackson Preston E. Jac)tson STATE OF FLORIDA COUNTY OF DUVAL I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgem , personally appeared Susan B. Jackson and Preston E. Jackson, his wife, who ave produced a Driver's Licenses as identification and ( ) did/did not take an oath. WITNESS my hand and official seal in the State and County last aforesaid this day of August, 1998. ' � 1 try Public F:RPISS State of Florida af'" -Ky-;IN V6u(uou.VC My commission expires: VQ/4Vilia 1Z:U1 -92904 3580060 HOLT SMITH ATTY Q006 Return to(enclose self-addressed stamped envelope) I 4 Name:C.HOLT SMITH,III I I Bks 9032 Address: 1 Independent Drive,Suite 3301 ( Pg: 431 Jacksonville,Florida 32202 I Doc# 98192385 Re This Instrunt Prepared by:C.Holt Smith,III I Fi108/ 07/ 98 rded me 11:38:56 A.M. M Address: 1 Independent Drive,Suite 3301 I HENRY W. COOK Jacksonville,Florida 32202 I CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. 66.00 aPAppraisers Parcel identification(Folio)Number(s): 0. roperty -416T6'i9-07-10 _ SPACE A YE TEAS LNH FOR PROCESSNG DATA SPACE ABOVE THIS UNE FOR PROCESSING DATA M CLAIM OF LIEN STATE OF FLORIDA ) COUNTY OF DUVAL ) Y C Before me,the undersigned Notary Public,personally appeared ROBY BONTS who was duly sworn and says 0 that he is the agent of the lienor herein BONTS BUILDING&DESIGN whose address is 13042 Mt.Pleasant Road, Jacksonville,Florida,that in accordance--wiM—a-co-n-ffa-crw-'TFPRESTON JACKSON and SUSAN JACKSON,lienor furnished labor,services or materials consisting of: Construction services and building materials and labor for construction of a 2 story residential building on the following described real property in Duval County,Florida: Lot 2,TIFFANY BY THE SEA,as recorded in Plat Book 46,Pages 94 and 94a, of the current public records of Duval County,Florida. owned by PRESTON and SUSAN JACKSON for a total value of$79,953.48 of which there remains unpaid $46,473.48 and lienor finnished the first of the items on March 16, 1998,and the last of the items on August 4, 1998,and(if the lien is claimed by one not in privity with the owner)that the lienor served his notice to the owner on , 1998,by and, (Method of Service) (if required)that the lienor served copies of notice on the contractor on 19_,by and on the subcontractor, (Method of Service) on , 1998,by e od of ervic BONTS BUILDING&DESIGN Lienor Agent Before me,the undersigned authority, personally appeared ,who,i ersonally kno o m or has produced as identification this to V4, day 1998 and who(did)(did not) take an oath. �A.a,-1.(' n f NOTARY PUBLIC My Commission Expires: RKE E.f M►'COMMISSION f Cc/6m Efflon � Te M"21.19M , staonylNs inms t andror 2 tw addltlond aervkp. I also wish ZD receive the ■Cosw�re ltern.3.4 and ft following semices(for an e�yoyuorufouas end address an do reverse of this ram so rhes we Dere arum We extra fes): to OApen�aach +Y i.6.to u»from of uw mdtplece.or on nw wa s spece does not t.13 Addressee's Address •pr—aft l h m A-m W Requealed'on the rna9phos below the ands number. 2.❑ Restrloted Delivery A W-tw Aawn R"WO wad show to when the aside orae C e"and the date d eINSMd. y Conesdt posQnester lot fee. 3. Addressed to: 4s.Artfda Number a r`.a rnr--3. Pmti6 n �Ucy on 7— i 4lo 55 5 4�-'i 18,61 51C+C Qcu q 4b.Service Type 'u 1 tRegistered OXertifled a B°c ack, FL. D Express Mall 0 Insured Ir 3'�a133 w-Retum Rsosipt(or Menxsendise p GOD 7.Data of Oellvery >' S.Ryr jU J G.Addressee's Address(OMy N requested � r'� Jd �.i and I"rs pad) 6.Si=- or/IgenfJ in ns Form 3811;'08cem we tees 10259s-97•9-0179 Domestic Return R06IFt :a 0 x 0 M e! L7 CS y u n a V O 7 p904 3580060 HOLT SMITH ATTY - -- — 11008 This Inmumem Wept by. Book 9033 Pg 763 Cathy J. Hiers 61O1 Ar_1_ingre �ressway B1D1,; .rax_, sT -42211 Record and Return TO: Same bk: 9033 Pg: 763 DOCK 96193338 Filed A Recorded 06/10/98 CLAIM OF LIEN 10t41:28 A.M. STATE OF FLORIDA HENRY N. COOK CLERK. CIRCUIT COURT COUNTY OF DUVAL D VALg COU0NOTY, FL 6. BEFORE ME, the undersigned authority, personally appeared r a r h y -T - H t e rs who, being duly sworn.says that he is V i c e-P r e s i d e ndf Ash-Brooke Construction, Ina Plorida corporation, the lienor herein, whose address is: 6501 Ar11ngton E x p r e s e rra y, B101 ,and that in pursuance of a contract Jacksonville, F1 . 32211 with R n n r c TT..+ T a,n$t -L n o a i R n , lienor furnished labor, services or materials consisting of: Framing Labor, 6 Materials on the following described real property in Duval County, Florida: owned by Preston and Susan Jackson for a total value of S 17 , 2 81 - 3 3. of which there remains unpaid S 17. 2 81 . 3 3 and furnished the first of the same on July 2nd , 19 98, and the last of the same on A u g u s t 3 rd, 199•� and that lienor served its notice to owner on August 7th , 199 8 by certified mail, ieturn receipt requested. L4, C, ") I SUBSCRIBED AND SWORN TO BEFORE ME this 7,1h day ofl T 1991, Y CA1A1 Mgd- iG'eS , who is (_j personally known tore; or (�) who produced a lorida Driver's License as identification,and who did take an oath and personally appeared before me. J r/OL•'�Q�riJ tdf�.cltlsK N TARY PUBLId - STATE OF FLORIDA Printed Name:_ My Commission Expires: !- •Nartad Commission No.: a° 'aD� neusaorNw+a�wssQ.sc 7.5 08/20/98 12:03 $904 3580060 HOLT SMITH ATTI Z009 CONTRACTORS FINAL AFFIDAVIT STATE OF FLORIDA ) ) ss COUNTY OF DUVAL ) BEFORE ME, the undersigned authority, personally appeared ROBY BONTS who, after being by me first duly sworn,deposes and says of his personal knowledge that: (1) He is the Agent and Project Manager of BONTS BUILDING&DESIGN,which does business in the State of Florida,herein after referred to as"Contractor." (2) Pursuant to a contract with PRESTON E.JACKSON and SUSAN B.JACKSON,the Contractor has furnished services and materials for the purpose of improving real property more particularly described as: Lot 2,TIFFANY BY THE SEA, as recorded in Plat Book 46,Pages 94 and 94a,of the current public records of Duval County,Florida. (3) This affidavit is executed in accordance with Section 713.06(3)(c) of the Florida Statutes, for the purpose of obtaining a final payment, after default by Preston E. Jackson and Susan B. Jackson in the amount of$46,473.48 Dollars. (4) All work to be performed under the contract through date of default of the contract by owners due to non-payment by owners to contractor,to-wit: August 4,1 998,has been fully completed and all lienors under the Contractor's direct contract have been paid in full,except for the following listed lienors: AMOUNT DUE OR TO BECOME DUE FOR LABOR, SERVICES OR NAME OF LIENOR MATERIALS T&S Masonry,Inc. $8150.00(total amount in dispute due 540 A 20 Mile Road to$350.00 back charge for error in Ponte Vedra Beach,FL 32083 drilling holes) 08/20/98 12:04 8`904 3580060 HOLT SMITH ATTY Z010 Ash-Brooke Construction,Inc. $14,004.00(includes$350.00 to re-drill 6501 Arlington Expressway holes and$454.00 C.O.at owners direct Jacksonville, FL 32211 Request of this subcontractor) Liberty Electrical Contractors, Inc. $175.00 P.O. Box 8743 Jacksonville, FL 32239 Foster Plumbing Co. $1120.00 2905 Hodges Blvd. Jacksonville,FL 32224 Signed,sealed and delivered this L day of August, 1998. By b- RO Y BONTS, Bonts Building &Design he undersigned authority, personally appeared �� - ') , who, is ersonally known to mor has produced as identific tion this day of Xu—gust i-99g and who(did)(did not)take an oath. 3 NOTARY PUBLIC My Commission Expires: BERKE E.KRW :-i MY COMMiSSI01d t C61M&EXPIRES May 21,1994 +o Fo*Hnu TW FN!ataaax X W, 08/20/98 12:05 $904 3580060 HOLT SMITH ATTT Q011 NOTICE OF NONPAYMENT To: PRESTON JACKSON& SUSAN JACKSON Date: August 5, 1998 188 1 eac st e Court Atlantic Beach,Flonda 32233 To: Barnett Bank,NA Southside Boulevard, Building 700/3 Jacksonville, Honda 32256 Att: Lois Harris,Contract Administrator BONTS BUILDING&DESIGN ,by its undersigned agent, hereby gives notice, pursuant to a contract with PRESTON E. JACKSON and SUSAN B, JACKSON, it has furnished the following labor,services and materials: Construction and building materials and labor for a 2 story residential building. between March 18, 1998 and August 4, 1998 for an improvement on the following described property: Lot 2,TIFFANY BY THE SEA, as recorded in Plat Book 46,Pages 94 and 94a,of the current public records of Duval County, Florida. owned by PRESTON JACKSON and SUSAN JACKSON. BONTS BUILDING&DESIGN has not been paid and is owed $46,473.48 BONTS LDING& ESING By: _V " %6 .. Agent 08/20/98 12:05 $904 3580050 HOLT SMITH ATTY 10012 This lannonem erred by: Book 9033 Pg 763 Cathy J. Hiers 601 Ar1_ineton F.xnre.ssvay Blnl_ _icex_- El a7211 Rewrd and Rehm T« Some Bk.: 9033 P91 763 DocM 98193338 Filed 6 Recorded 08/10/98 CLAIM OF LIEN l0 a 41 s 28 A.M. STATE OF FWRIDA HENRY W. COOK CLERK CIRCUIT COURT COUNTY OF DMAL DUC ALS COUNTY, FL BEFORE W. the undersigned authority, personally appeared r,r i,y _T_ H fArst 1 a .who, being duty sworn,says that he is Vice-P r e s i d e naf Ash-Brooke Construction, Inc Plorida corporation, the lienor herein. whose address is: 6501 Arlington Expressway, 8101 ,and that inpursuance ofacontract Jacksonville, F1. 32211 with Rn,n r Q tt.i 4 : di n R .k no Q t sln , lienor furnished labor, services or materials consisting of: Framing Labor, & Materials on the following described real property in Duval County, Florida: owned by Preston and Susan Jackson for a total value of S 17, 2 81 .3 3, of which there remains unpaid S 17 ,2 81 .3 3 ,and furnished the fiat of the same on_ July -2nd , 19 9 8. and the last of the same on A u_g u s t 3 rd, 199j, and that lienor served its notice to owner on August 7th , 1998 by certified mail, return receipt requested. SUBSCRIBED AND SWORN TO BEFORE ME this_2�&day of s r 1998, by �$ /t�ES ,who is (_ ) personally known to e; or ( _k } who produced a 1orida Driver's License as identification,and who did take an oath and personally appeared before me. J r�It%�4�ri J Iris�.�nJf t //fib-//o-y.A •,For-o N TARY PUBLIC-STATE OF FLORIDA Printed Name: My Commission Expires: —AMW I&ft%d Commission No.: n` s r massOnu raorawaM�ac 7.5 08/20/98 12:06 1 904 3580060 HOLT SMITH ATTS: Bvok 9039 P9 39 pse 9 X38 DOCK 98196307 This iostrumentprepared by Filed a Recordod And atter recording return to: 08!14!98 I1104s53 A•N• Cathy J.Hlers HENRY W. COOK CLERK CIRCUIT COURT 6501 AriingWo Expressway 8101 DUVAL COUNTY, FL Jackwavige,F1 32211 REC. s 6.00 WAIVER AND RELFASE OF L.LAN UPON PROGRESS PAYMENT The undersigned,in consideration of sum of 81.33 hereby waives and releases its lien and right to claim a lien for labor,services,or materials furnished through July 31,1998 to BONTS BUILDING&DESIGN on the job of MR. PRESTON& SUSAN JACKSON for improvements to the following described project. LOT 2 TIFFANY BY THE SEA,as recorded in Plat Book 46,Pages 94 and 94a,of the current public records of Duval County,Fl This waiver and release does not cover any retention of labor,services,or materials furnished after the date specified. DATED on August 10, 1998 ASH-BROOKE ONTR CTI N I C nor By: 4 Cathy J. ie ,VP THE FtOREG`O`ING INSTRUMENT WASACKNOWLEDGEDBEFORE ME THIS IO D�ALY BY I at L LiJ�/e S \& OF SHE ZSESQAA1-T.Y_I[ppttiQ4 ei'1M011 L RPER "✓� s fMrf Ft"ITATI OF FLORIDA ► im.0C~I! NOTARY PtIa,LIC� AJ RECEIVEC AUG 2 7 1998 5 MIN. RETURN AMENDED NOTICE OF TERMINATION City of Atlantic Beach *� . OF Building and Zoning PHONE # 20- l l3q NOTICE OF COMMENCEMENT a TO WHOM IT MAY CONCERN: Lo The undersigned hereby informs you that certain Notice of Commencement 0 executed by the undersigned on February 27, 1998, and recorded in Official Records Book 8872, page 1475, of the public records of Duval County, Florida is terminated effective X August 10, 1998. This Amended Notice of Termination of Notice of Commencement is 0 intended to apply to all of the real property described in the above described Notice of Commencement. AlI lieRcint have been paid in full except the following: 1. T&S Matbhey, Ind., 540 A 20 Mile Road, Pone Vedra Bch, FL 32083 2. Ash-Brooke Construction, Inc., 6501 Arlington Exp., Jax, FL 32211 3. Liberty Electrical Contractors, Inc., P.O. Box 8743, Jax, FL 32239 4. Foster Plumbing Co., 2905 Hodges Blvd., Jax, FL 32224 5. Roby Bonts, BONTS BUILDING & DESIGNS, 13042 Mt. Pleasant Road, Jacksonville, Florida 32225 NOTE: This Amended Notice of Termination is being recorded to evidence the existence of potential lienors who were unknown as of the termination effective date. A true and correct copy of said Notice of Commencement is attached hereto and by this reference made a part hereof for the purpose of complying with Florida Statutes 713.132. Susan B. Uckson on STATE OF FLORIDA Preston E. Jac COUNTY OF DUVAL I HEREBY CERTIFY that on this day before me, an o orized in the State and County aforesaid to take acknowledgements, ersonally appe d Susan B. Jackson and Preston E. Jackson, his wife, who ( 4rJ'v_e produce a river's Licenses as identification and ( ) did/did not take an oath. 2 WITNESS my hand and official seal in the State and County last aforesaid this day of August, 1998. ota ublic State of Florida at Large �PavpUa T Vance Walker My commission expires: 10 '6Commissian#CC 743656 a'` Expires May 17,2002 THFtU 4OF ATLANTTICC BONDING CO.,INC. Crabtree & Fallar, PA 8375 Dix Ellis Trail, Suite 401 Jacksonville, FL 32256 Pk 9055 Doc# 98211ra6e WNWFiy led R Recorded 08/28/98 rabtree & Fallar, PA 03:25„50 P.M. 8375 Dix Ellis Trail, Suite 401 HENRY W. Coon, CLERK Jacksonville, FL 32256 DUVAL COUNTY, COURT REC. $ 6.00 APPLICATION FOR PENCE PERMIT Owners Name P(.(.<Jg") Phone 2 '151 Job.Address 86 A),r o [. Lot Z Block and/or Unit # SubdivisionY t, Fr...� Contractor if different from. owner Valuation-of fence-$- 3, 00-0 Corner or Interior.Lot Type of Construction �r6'�sur-t If Show location and height of fence as well as location of. street(s). RECEIVED f 6 1998 city of Atlantic Beach Building and Zoning Owner Signature Date Contractor Signature Date o � LITY OF '_1)11 SEMINOLE ROAD _-- - -_--- -- _ -- _ :ATLANTil' lit,,VIi, TE 1.FI'HoNEE)11 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS, YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO-FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF 25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION-IS COMPLETE, TH£ LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN /7 /S FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $S,OCO PENALTY UNDER FLORIDA STATUTE No. 455-228( 1). AN "OCCUPATIONAL L10EN5E" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA."CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE ST MENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT, PROPERTY WNER/BUILDER je. " d",", ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS 61 DAY OF 1 9 0 NOTARY PU IC rrrr NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: .410 " •. p SIONM w� ARE EMPHASIZED BY THE BUILDING ekj " AUQUstV,2= OR DEPARTMENT. _!�,, �: W OEDTNRUTROYFAININS(IPAM�' MAN SHOWING BOUNDARY SURVEY OF LOT 2, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PRESTON JACKSON AND SUSAN JACKSON STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE, P.A. NICOLE LANE (40.0' PRIVATE RIGHT OF WAY) FOUND 2- IRON FOUND 1/2' IRON PIPE N 89'4620" E 50.00' STAMPED 1/3848 R.MIILLER' 34.27' STAMPED "LB 3672' POINT OF TANGENCY 7.5' JACKSONVILLE ELECTRIC AUTHORITY EASEMENT 10'x 17.5' JACKSONVILLE ELECTRIC AUTHORITY EASEMENT in N 1 '0 1 N -- X O h� ✓' `� X VACANT LOT 2 LOT 1 LOT 3 3 t X .3' 0 X of W M : O M Z O O X < N 0.2' .3' V- FOUND IRON PIPE / REBAR PQ +y,v � STAMPEDD •Ib 3672• 5 89'46'20" W 50.00' STAMPED 'LB6755' OFFICIAL RECORDS VOLUME 3459 PAGE 1066 V NOTES: ACCEPTED BY: LEGEND: R = RADIUS —x— = FENCE L - LENGTH a a CONCRETE r.OTFS: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT BEARING OF S 89'46'20" W ALONG THE SOUTHERLY BOUNDARY UNE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS SHOOOYVN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL a0 D 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB 3102 DATE OF FIELD SURVEY: 12-8-97 DISK ZIP 5 SCtP.LE: 1" = 20' CERTIFICATE 923 Peninsular Place, Suite 1 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARLS AS SET FORM BY THE FLORIDA (Phone) 904-354-1141 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINI C/ODV. PURSUANT T _ CTION 472.072, FLORIDA STATUTES. (Fox) 904-354-1255q/ MICHAEL AIELLO LICENSED BUSINESS 1/ 6702 REGISTERED SURVEYOR AND`1 aPPER Ip 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS 1720 Of PARTMENT OF 10,040IMG OITY tap ATLANTICBEACH FES T � ` 9T TO Ii aAT I Cts . E Atr , .. RICCE LATE . NT 3,2233 LA cm3t LZOAL DE$CR I PT I ON ' +pe'i Es 'RAk L 1 qek Gad a.2 os r11n� ;,.. biva.ffiton:' 'AtY B1C TRS Valeo, o'.00 : i ' r 10A0, Padt 1b.,00 INDate rc: ' OOD` AND BLOCK FRN E'Vot . SAG4tw- 10.00 dt SIA 32233 Cier * CON °iON 'PROP x .� � Eke• �.. � N7�7'�`E- tECIQN � '8E REQtJESE©AT LEA$'T 24iE P"ItJR TO INICTItN S, t 77 t #LF3#NC�i�MATTE;Ak�r, FiUE k3t�aH AFS© 3EBR1 FRAM THIS WORK MUST t B Pl1tCEp tN PUBt.#G P 4C ,:AND 'MUST Be EAREI3'l� !THER't OWAACTOR OR SER ". LURS .; ': c_ V '; H .THE; MEC MC LAI IV CAW,', ' C V S i l►Y NG TWlC E S` � �. is [}.ACCt3R 1#h#f APPR4VEfl=PLAN .1 H#CH'ARE PART L1E " t1k$ PERWtIT'ANP' UBJEG C) � T ti f "#'!c ► ,APLICAt,E,�R ?Yil(}N 4F �llt 1 BEAEUtt?1NC 'EP ENT t �IM� Bonts Building & Design, Inc. 13042 Mount Pleasant Road Jacksonville,Florida 32255 September 14, 1998 REcEIVED Mr. Don Ford 8FP 18 1998 t.a . Building Inspector C'tY Of City of Atlantic Beach Atlantic Beath 900 Seminole Road Qu/icling and ZOning Atlantic Beach,FL 32233 Dear Mr. Ford, SUBJECT: JACKSON RESIDENCE +-A N y 13 v 71-+ C This letter is to inform you that I was aware that Mr. Bonts, Bonts Building and Design, signed the Jackson residence Building Permit on my behalf. I have been the qualifying agent for Bonts Building and Design for more than the past 12 months and during that time, Mr. Bonts was authorized to sign on my behalf on an as needed basis. I trust this satisfactorily meets your needs. Should you have any additional concerns surrounding this matter, please contact me at 246-4144. Sincerely, Bonts Building and Design,Inc. W. E. Schaefer, .. .3 -5-�- �. 091+-7(9S3 gar +f ?<bKELLY ANN SMITH y MY COMMISSION N CC 768618 ��Oifti�� EXPIRES:08/192002 1-80O-3-NOTARY Fla,Notary Services&Bonding Cooft . CC: Roby Bonts, BBD Holt Smith, Esquire 7,15 11EPAFiTMENT QF OUIL01 . CITY OF ATL,ANTIC:,B H —r LOCAT M++AY Mf j ,19 PER "TV, j�r/�'� +1se+" +�L/� rpY *F }j yg - �. ta�ae �4 gt � EAC ,. I�Lt��. �32� At CR-TIPTION 16,190 02 h + Ea L� +�S$ #IGLA F lir" ; 0, c�bd 3+ " TRS SEA �. p 4,00 lv. Cash :; .t # 9 €30 . " SIR --_ I ON IPS iR"t"`'` 1A2 2 W3; CI', TOR O CZAN.ME A & tq, • y a Ri F �P ItIIG•tI �P �VV0 AT REtVls � '0,INS-MF7 � . _ - - _ } = 31111 I ING hAA7 kIAL, RUBBISH AND''DEBRIS FICA THIS WORK MTO U37 N£77�� PLA�CI=p,.IN PUBLIC SPACE,ANp MUST BE I�R1�p` A HA #�Fzp A ; Y B' E-A-CONTRACTOR OR A1Ltlt .. C'? comp", ,WITH THE MECN �C ' LEtW G RESlLT IN WNS 611, PAYING 1VIC > E{J ACCORD "Tfl! APPf �rEp: ► 1tHIpH ARE PART aF 7t�IS PI~RMI't ANp ;�IwI�C7 7D RE ( At71EQN F3R E ` �MATION QFPPt:I A> i.l I?'I ► �I INS( FLAW. " I.A+t7 BlEACH13UILDIN7 CfE AtTm I 1 s Y� 77 `� ` CITY OF r' &afic Ve4d - 9&ud4 S00 SENTINOLE ROAD ATLANTI(' BEACH.FLORIDA:322:),:)-5445 TELEPHONE(904)247-5800 FAX 1904)247-5305 SUNCOM 352-5800 Oatev 13 T(�?• �� -� .��✓too:• �S`�-®D6 C AS.- ✓-f"a 08/31/1998 09:27 9043961136 MUNSON & BRYAN ELECT PAGE 01 -.... t1 - Munson and Bryan Electric Company , Inc. " JIJ4.S1. Aagagdoff Rd Jaoktonville. FL J2207 (904)996.6649 (904)196-1136 FMX EC-0001712 1423 I cc TODAYS DATE: 1 I isk COMPANY: ATTN: � �.-� FAX A �kfra SUBJECT: t" :C'r FROM: 0104, CAix#A NO. OF PACES (including cover shu(): ORICINAL TO FOLLOW Iii h: Yes_xel,�u NOM CITY OF 1*ea zc Ecau - 5;d ne� 510,*''M NOLis IMAD ATLANTIC REA( ll. FLORIDA ,22;;;_.;4.1„ TELEPI-ZONE X9011'—'47. 5S00 FAN 901)2-4;-5S05 SUNCONI S52-5800 gJ7 Oma' �' " #Aqwcl cJ � � • t� 7129290 `t.` NOnCE OF COKMNCEbWX JAMON71211290 las rag NO. 1'ce`r Na. SNOOD 4f Bks 6678 ca.•v� Drr•tl !1� 9}673011 to Atc�i a�ac�arNs l lw rOr'A TM r4edp/Lwtslk•f+i�r�Lr....r.u(e+Nui.s awta.►a1 O=/O!/ 1�0• 0!8278ss O.M. .a1:...rw..ir Oeste st3,1YrW twa.r.rY.lr1>,+...Iw V 1w.+1./V L Y� t ft�la.rb.lr.wO.nr�s c N■wMMrAr r...�.O Y.r a.caa..�Ntrr..1►ar EC�1d.Op rrO.�arr.a.. "Knob LKIL"maw lent,iL 32337 w s..Uc.. tart,TOIANy IT t1Li lM.aw..iq r�Mu.f.rsO�r/r 11rr la.t 4C 8qw%2M 1MA C tr n.wr 1aNb nano at o..d ew.r4.wcrW. 8 o° ea a..r►.�. ru.. .Y..•.3.a.. ..... 18911ridw Carry.*AM&A.sl.PL.=3 p..ra.a.r.�aarfaYv�A. aa1� a.�. MA aaa+. Owns. aa... a..N. ..m. n.r AnM ua.. nO.arrO J II��.�Laai..ctr►Ya■t.�aMMOa��Y..MMa� "US AMMO 21-1 N*7MO./ate TL 212/t 1`■+r (1�781 Y1t Nand. a"f17 0flt r...r101A..t,.dtrr.1.riOi/iMMi>'Y=npr�LsA.NrvaO.rlwrsrrw6.nr.a/..re.ltrtlT..i.A713.,8(I�p,, .RECEIVED am i►M.1ra p.rs►►.wi..a aA of Y tYacO'a arias►►ragdcl in wefts 713.1)(1)(b).PYr:i Ismrr. 2 1998 a.t,,..a M c.O.,,.r.a�,V,wa DOWNS�cst.N.A City of Atlantic Beach lot Na.�r�as" 104s.6r./L 32331.408 „�,�,,,►31 wilding and Zoning 131.Nariw atPam 31mM>trt.N.A. ""Pim t4Mran?f,i/iY Lwa AMPOW: no ON*""4 lltr 70t1r7 MMY War: - t- G70.Sw ..218. Jwtaa..isk}L yam AfrOI.O yM �" 1rY k• s.7strnc t.... ' 1fa1'{Oi COUMT OP >y/°'grip I.arcO.cr. ay.a'Anmwrw b.6w as N. j aw%Ntwo"*II Ar ma.wa" Damon •'_ Q.bOAYtalVaaa NI�•�{n ' .eA Dtw 94t.w .taaA kw""r.t1oM11Ne (0166W Nrwr 1.41) casoO.b.p,3L10rH �^•• �•• �/• yr tlrOr.Ot.Jw 1.1001 Yw Mi.rlNti rr.Atq. M..r. .0 tt'oMMO It wcorw.cMMcn www..,.•,,. r.raaOn. 7WC vdN.c'o+m .•.c dW. .—.rw 1 TPAR-rm Nw'C1 LrtDtt CITY ©E ATLANT!0,85' ►CH 016 ,011COLE- LANE 01 CH, PWRIDA ,32213 NUM Pel i, Led Twp: 0 vjsjdn,:,Tj.,tFA.WY BY THE subdj t v a 1101 0 .00 tit 0,4Q Atm Phi„ AppLif C9 'Its BOX rt BO 71 Y C `' Q ,. f is F x, �F f+�� E=�NSPETitt �►MUST BI- REQUESTED AT 4EAST:24 Hflt3AS P'1�itR TO tNSPLCIEN �}T It.CtIN{a MATEt1AL, RUB ►ISH ANd'i3EESRIS FR®M THIS W©RK MUST Nb 8E PiACEd PU�3UC SPACE,-At�d MUST BE EAREDOP AND NAMED A1�tA'Y OY EITHER CONTRACTOR 48 C)tNNI*R T IN COMPLY Ty �e�#\�■E �'y��.E:FOR ♦ [ Illi LA A ',},ilCCAJ � ^�lslk , ■�II��,•.., /I� ��Mf► w/ � PAY k � b ° x .�►CCC�A�Ii+�G.T� APt�Ftt�VEE�J-+SANS �UHtCHARE �A#�T £ THtS PER1�'ANC3SUBJECT,T�'1 RE�ItlCATFt7N EDS Tt�N q�ltRPti[CABLE PRai/Ia10hI5 f714 I.AW. A' BEACH; ILC? G I�t� 1�T BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Az&�-.,,W/zc� Building Permit Number: ry/7 0 2/ Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works �-/ 7_ys 3 / � •� S �� Planning /Ill`' Building /7 �/' 3 .2, 3 ' Y REPORT OF GEOTECHNICAL EXPLORATION LOT 2, TIFFANY BY THE SEA ATLANTIC BEACH, FLORIDA E&A PROJECT NO. 98-1080 For BONTS BUILDINGS & DESIGN, INC. March 12, 1998 By ELLIS & ASSOCIATES, INC. Jacksonville, Florida 7064 DAVIS CREEK ROAD JACKSONVILLE,FLORIDA 32256 PHONE:904/880-0960 FAX:904/880-0970 ElfiseAssociatesinc. March 12, 1998 Mr. Robby Bonts Bonts Buildings & Design, Inc. _ 13042 Mount Pleasant Road Jacksonville, Florida 32225 Subject: Report of Geotechnical Exploration Lot 2, Tiffany by the Sea Atlantic Beach, Florida E&A Project No. 98-1080 Dear Mr. Bonts: As requested recently, Ellis & Associates, Inc. has completed a geotechnical exploration of the subject site. This letter briefly describes the field exploration performed, presents the data obtained, and presents our general evaluation of the suitability of the soils encountered to remain in-place beneath the proposed residential construction. The purpose of this geotechnical exploration was to determine only the suitability of the soils within the upper 6.0 feet to remain in-place below the proposed single-family residential construction based only on composition. This report does not address the strength and load carrying capability of the materials within the upper 6.0 feet or the materials deeper in the subsurface profile. SITE LOCATION AND DESCRIPTION " The site for the subject project is located off the northern end of Seminole Road in Atlantic Beach, Florida. The general site location is shown superimposed on the Site Location Plan, Figure 1. The topography of the site is currently gently sloping from south to north. The site is cleared except for one oak tree. Adjacent properties include two story stucco structures located directly east and west of the lot. 98-1080.1 Page 1 of 3 Geotechnical Engineering -m Environmental Services Construction Materials Engineering and Testing ElliseAssociatesinc. FIELD EXPLORATION The geotechnical exploration consisted of performing five auger borings within the subject lot to depths of approximately 6.0 feet below the ground surface existing at the time of our field exploration. Representative soil samples obtained during our field exploration were transported to our laboratory. The samples were visually classified by a geotechnical engineer in general accordance with ASTM D 2488. The borings were performed on March 2, 1998. A digitized site plan which shows the approximate boring locations, is included as the Field Exploration on Figure 2. The approximate boring locations were determined in the field by our personnel using taped measurements from existing roadways and survey controls adjacent to the site, and should be considered accurate only to the degree implied by the method of measurement used. A description of the drilling and sampling techniques used during the exploration process is provided on the attached Field Exploration Procedures sheet. GENERAL SUBSURFACE CONDITIONS A graphical presentation of the generalized shallow subsurface profiles is shown on Figure 2. The stratifications indicated on the boring profiles represent the approximate boundary between soil types as determined in the field by our drillers. Detailed soil data is shown on the Log of Boring records in the attachments. The transition between soil types at each boring location may be gradual. It should be understood that the soil conditions may vary between boring locations. The following paragraph summarizes the soil conditions encountered. Fine sand and fine sand with trace quantities to few amounts of organic material were encountered at each of the boring locations to depths of approximately 6 feet below the existing ground surface. However, topsoil with significant amounts of organic material was encountered at boring Al to a depth of 1.25 feet below the existing ground surface and should be expected to occur at various depths of unexplored locations within the footprint of the proposed structure. The groundwater level was encountered at each of the boring locations and recorded, at the time of drilling, at depths varying from 3.3 to 4.5 feet below the existing ground surface. The depth to the groundwater level at each boring location is noted on the Generalized Subsurface Profiles. However, it should be anticipated the groundwater level will fluctuate due to seasonal climatic variations, surface water runoff patterns, construction operations, and other interrelated factors. 98-1080.1 Page 2 of 3 Elliss,Associates inc. CONCLUSIONS It is our opinion the topsoil with some to many organic materials, as encountered in boring Al, is unsuitable to remain in-place below the proposed construction. Structures supported on these organic soils may experience unacceptable amounts of settlement. Therefore, we recommend soils containing significant amounts of organic materials be over-excavated and replaced with suitable compacted structural backfill. Depending upon the extent of soils containing significant amounts of organic materials, it should be anticipated that temporary groundwater control measures may be required to facilitate over-excavation and backfilling operations. Over-excavated soils containing significant amounts of organic materials can be used in landscaped areas. CLOSURE We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project and look forward to providing the materials testing and inspection which will be required during the construction phase. If you have any questions concerning this report or if we may be of any further service, please contact us. Sincerely, ELLIS & ASSOCIATES, INC. Hubert Lee Br6ugldon, III, E.I. Michael Lithman, P.E. Staff Engineer Vice President Licensed, Florida No. 37583 98-1080.1 Page 3 of 3 a7}gat t�jf4 a } • �� 4� tt 1t1I #ire( � �P7�,�f'� � � t i•r�� z�n�lei�`�`r` ^'s'" 1 "."7, 5'.i � -_..�,' �t ,t ri:1 ! . r ,-. ,. '4. � « , � v'MI4.,,,°'Ar NiTz gFla � � �/ lid• _• /1- � ,ie w ?"t�e'r# 'ani "�A �k. �. +t i t' � "•! F=�'7dJ1J�!E��!f�ll, �.,''`# S - .. �C1'iry �t't�e�. iF '� ;s,��'( +3r � .,.:I i�f� � �t - r.. 6� 04 .! S al► r • I _ a t.r, R�. � 4 yJ F Z� .0 i,l,i iy'a R" Y S`➢zl #,Su t f 104Fi 6..1 u� 4 •1 tf I,'u' �, _ - - .. h,•ix� �7i«.+), tz WU ,. �• f' . i I t1Jll b _ Noma Im rM lel• •1'j�..��nt',q� -��. ..7 c r:'llRfr`� i�si� r��^�� I • / ;fw b�WOR ll �� Y tel/ • i 1 � e.IR �.. °� "' Wt� i rf•'.,�!Y' '� p t a d'"^'}° �� •�� — _ � � • s 17��'lt�,■ w� 1a xy �� .,1�# 4`��xs t+.✓��+i'�i` ''�Y R' a: t' e; '!I .�^ � .�,►T',1 ,`i.*T r.r ;��v.�' �'P t�� G+'�'�. i(v'♦�+'k�: rmWIN $j4MY 1i Site Location Plan Lot 2, Tiffany by the Sea Jacksonville, Florida PROJ. NO: ♦``=/ •; • Ellis&Associates inn. Project No.: 98-1080 Boring No.: Al LOG OF BORING Sheet I _ of 1 Project: Lot 2. Tiffany by the Sea- Client: Bonts Building & Design DrillRig: Hand Auger Driller: D. Francis Boring Location: See Field Exploration Plan Drill Rod: Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 3.8' Time: Dr i Date: 3/2/98 Boring Begun: 3/2/98 Boring Completed: 3/2/98 CM I- SHEAR STRENGTH aW. O Z zw W KSF O W CD Q J N W J =Z H 0 Pocket Penetrometer � ~, DESCRIPTION h (n F-F Undisturbed Sample H Q N H H `, B Pocket Penetrometer W O CG CL s. Z Q Disturbed Sample J ., J W W O H O O s—s ♦Torvane 0- a' H 1-- O h V O Unconfined = N Z Q hl J M Compression Q a. Q $ W g W Q. + J Triaxial N h O C9 C O O �2� O ® Compression OO a d z 0 10 20 0 1 2 0 � 1 Topsoil 2 Light Brown Fine SAND With Trace Roots SP 3 Brown Fine SAND (SP) 4 Light Brown to Light Gray Fine SAND (SP) 5 Boring Terminated At 6' 10 15 20 25 Ellis ikAssociates inc. Project No.: 98-1080 Boring No.: A2 LOG OF BORING Sheet 1 of 1 go Project: Lot 2. Tiffany by the Sea Client: Bonts Building & Design Drill Rig: Hand Auger Driller: D. Francis Boring Location: See Field Exploration Plan Drill Rod: Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 3.3' Time: Drillinsr Date: 3/2/98 Boring Begun: 3/2/98 Boring Completed: 3/2/98 F 4 t- SHEAR STRENGTH F- C.> CD W O Z U � o ke O W u. (ag -' H J =W "' 0 PUndisturbedrsm Sample Z ter � W DESCRIPTION ce o: Q Ln „�� yE-- J B Pocket Penetrometer U.i W O ce D. s.yZ Q Disturbed Sample J J C, W � y O O "'� V Torvan• N H F— O g V Unconfined N Z Q Z N J d Compression Q C. Q W g W CL J Triaxial y� N C N O U ce O O M O ® Compression m a d Z 0 10 20 0 1 2 0 Light Tan Fine SAND (SP) Light Brown Fine SAND (SP) 2 3 5 Boring Terminated At 6' 10 - 15 - - 20 - .- 25 - 25 �.e M- Ellis a Associates.... Project No.: 98-1080 Two Boring No.: A3 LOG OF BORING Sheet 1 of 1 Project: Lot 2. Tiffany by the Sea Client: Bonts Building & Design Drill Rig: Hand Auger Driller: D. Francis Boring Location: See Field Exploration Plan Drill Rod: Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 4.0' Time: DrillinZ Date:3J2/98 Boring Begun: 3!'2/98 Boring Completed: 3/2/98 w 0-4 SHEAR STRENGTH CD a x = W = W ,.r Z LU ~ V'- CS Q in D-4 JLLJ =W J 0 PUndlsturbedo kot rS Penetrometer W J DESCRIPTION W c h N f— &Pocket Penetrometer J = LLJ O H p 0 Torvanebed Sample g Z F"' Z C:) Q V Unconfined W a W J f s,� Compression N p H O V V O ' J ®Triaxial Compression m d OW. 0 10 20 0 1 2 0 1 Brown Fine SAND (SP) 2 Light Brown and Brown Fine SAND (SP) 3 5 Boring Terminated At 6' " 10 15 20 Ax 25 Ellis Associates Inc. Project No.: 98-1080 .. Boring No.: A4 LOG OF BORING Sheet 1 — of 1 Project: Lot 2 Tiffany by- the Sea Client: Bonts Building & Design _ Drill Rig: Hand Auger Driller: D. Francis Boring Location: See Field Exploration Plan Drill Rod: Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 4.5' Time: DrillinZDate: 3/2/98 Boring Begun: 3/2/98 Boring Completed: 3/2/98 ► �, SHEAR STRENGTH W O Z z W W r~i KSF C; fid' O Q J N W J W Z H 0 Pocket Penetrometer O W �. LL. Ca < t/� ..y W J Undisturbed Semple Z W � H Q N ti N�— Pocket Penetrometer �i W DESCRIPTION cc O a. P-4 2C G Disturbed Sample LaJ J W W O ~ O O ►+ Torvane J = pCL. . F— O N E V Unconfined 1A Z Q Z N d Compression p, Q 3 W Z W CL + J Triaxial h WG N O W Z O M O ® Compression *# m a d 0 10 20 0 1 2 0 1 Light Gray and Brown Fine SAND With Few Wood Fragments SP 2 Light Grayish Brown Fine SAND (SP) 3 Dark Brown Fine SAND (SP) 5 4 Boring Terminated At 6' 10 - 15 - s 20 25 Ellis Associatesinc. Project No.: 98-1080 Boring No.: A5 LOG OF BORING Sheet 1 of 1 Project: Lot 2. Tiffany by the Sea Client: Bonts Building & Design Drill Rig: Hand Auger Driller: D• Francis Boring Location: See Field Exploration Plan Drill Rod: Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 4.3' Time: Drilling Date: 3/2/98 Boring Begun: 3/2/98 Boring Completed: 3/2/98 _ co �- SHEARF ENGTH W Z W aZy W r~-a OW ,1. `O Q J N W J =z aZy O Pocket Penetrometer Z U. W DESCRIPTION 4c V) U NW B Undisturbed Sample OC aQe Q t/) J Pocket Penetrometer LLS W O OC m. t.. I"Z C Disturbed Sample d = J O N pZ U _ TorvanUnconfined Unconfined Z to z Q = N J d Compresaton d O. Q W g W d } J Triaxial N N QIsm _j ce W = O M O ® Compression W d d 0 10 20 0 1 2 0 1 Brown Fine SAND (SP) 2 Light Brown Fine SAND (SP) 3 5 F Light Gray Fine SAND (SP) Boring Terminated At 6' - 10 - _ 15 - _ 20 - 1" 20 25 Ellis $ Associates,... GEOTECHNICAL ENQNEERING ■ ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS ENCINNERING AND TESTING FIELD EXPLORATION PROCEDURES diger Boring The auger borings were performed mechanically by the use of a continuous-flight auger attached to the drill rig and in general accordance with the latest revision of ASTM D 1452, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were placed in glass jars, sealed, and transported to our laboratory where they were examined by our engineer to verify the driller's field classification. EllisUssociatesim. GEOTECHNICAL ENGINEERING 6 ENVIRONMENTAL SERMES CONSTRUCTION MATERIALS ENGINEERING AND TESTING KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance COARSE GRAINED SOILS FINE GRAINED SOILS (Sands and Gravels) (Silts and Clays) N-Value Compactness N-Value Compactness 0 - 3 Very Loose 0 1 Very Sof't 4 10 Loolit 2 4 Soft 11 30 Mad um Dense 5 8 Firm 31 So 11:n's a 9 15 S t i f f n d V r 16 30 Very Stiff G5r'.:I.r 31 and Hard Greater DESCRIPTION OF SOIL COMPOSITION" (Unified Soil Classification System) LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION FINER THAN SOIL DESCRIPTION 200 SIEVE % SUPPLEMENTARY REQUIREMENTS Coarse grained (over Gravelly Soil% GW 0 5* D60/DIO greater than 4, Well graded gravels, sandy gravels 5OX by we lit coarser (over half of 2 0 '80 slave) coars* fraction 30 /(060 " '10) between I & 3 than N 2 larger than No. 4 GP 0 5* Not meeting above gradation for GW Gap graded or uniform gravels, sandy gravels GM 12 or more* PI let% than 4 or below A-line Silty gravels, silty sandy gravels GC 12 or more* PI over 7 above A-line Clayey gravels, clayey sandy gravels A Sandy soils SW 0 5* D,D/Cl, greater than 6, Well graded sands, gravelly sands (over half of 2 coarsetfr:ction D 30 /(D60 ' '10) between I & 3 fi h a r he No. 4 SP 0 5* Not meeting above gradation Gap graded or uniform sands, gravelly requirements sands An SM 12 or more* PI less than 4 or below A-line Silty sands, silty gravelly sands SC 12 or more' I PI over 7 and above A-line Clayey sands, clayey gravelly sands Fine grained (over Low compres- MIL Plasticity chart Silts, very fine sands, silty or 50Y. by weight finer s ibility clayey fine sands, micaceous slits than No. 200 sieve) (liquid limit less than 50) CL Plasticity chart Low plasticity clays, sandy or silty Clays OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity High compres- MH Plasticity chart Micaccous silts, diatornaceous silts, $ibility volcanic ash (liquid limit more than 50) CH Plasticity chart Highly plastic clays and sandy clays OH Plasticity chart, organic odor or color Organic silts and clays of high I plasticity ibrous organic matter Pt Fibrous organic matter; will char, burn or Slow Peat, sandy peats, and clayey post FSoi1_,_w`i�,_f I For solls having I to 12 percent passing the No, 20. slave, use a dual symbol such as GW-GC, Standard Classification of Soils for Engineering Purposes(ASTM D 2487) SAND DESCRIPTION MODIFIERS ORGANIC MATERIAL MODIFIERS Modifier Fines Content Modifier Organic Content With V. It o 12% Trace !% t o 2% (No Modifier) 131/. to 30% F ew 2% t o 4% Very 31% to SO% Some 4% to 8% Many >8% 0 v M '0 -TI5 rn M M 30' 30' A2 Al 110 T 01 w 29' GA I House House .E 50 � 45' 0 A5 A4 v m 5 rn rn m 10 FIELD EXPLORATION PLAN NScale: Not—to—Scale 0 v rn v 5 ' -, M rn Reference: Site plan sketched by Ellis & Associates, Inc. 10 Field Exploration Plon/Generolized Subsurface Profiles Lot 2, Tiffany by the Sea WILES Jocksonville, Florido MAI Ellis & Associates+ . CE.DTEd/MCAI ENawmw a DMRON1IENTAL SERNCES DONS YA"A&STE671N0 .DATE:3/10 98 1 PR" Na 98-1080 Fi ure 2 Boring No. Al A2 0 Topsoil '" :•: Light Brown Fine SAND With Trace Roots (SP) Light Brown Fine SAND (SP) � 1 1 w 3/2/98 w 3/2/98 Brown to Gray Fine SAND (SP) U- 5 a_ o BT ® 6.0' BT ® 6.0' 10 Boring No. A3 A4 0 Ugnt Gray and brown me With Few Wood Fragments (SP) Brown Fine SAND (SP) w 1 Light Gray to Brown Fine SAND (SP) U5 3/2/98 3/2/981 a. W BT ® 6.0' BT 06.0' 0 10 Boring No. A5 0 Brown to Gray Fine SAND (SP) LEGEND w i U- 5 Topsoil o BT ® 6.0' Fine SAND (SP) 1 Groundwater Level at Time of Drilling 10 BT Boring Terminated GENERALIZED SUBSURFACE PI A Approximate Location of Auger Boring N CO Oft O _O O! F'SF� DEt�AAT1YlENT Q!F BUILDIN4 CIT OOF ATLANTIC BEACH . 'PENT INFORMATION AT'lom, INFORxATION _�._.�. --- t �Number: 15468 A dress t., 6 NICOLE LANE � it T 'p�►:BUILDING ATLAIIT .0 REACH, FLORIDA. 3221 1 .> t Work 'I RW LEOAL DESCRIPTION ..,.-:�.----_ 1 Coy `t x.. .TyV4:I400'D FRA:MI� B 1.cock`� �,ut s � Twp� 0 Pro red O e z S I�V #T L t „ x�w Sind. 904 , a 0 Subdivision. 8y' THE SEA Eft V'a1ue 1m ra w Cost _1910 r61 .00 TO' I Fees`� 557 > 54 Am y 57 . 54 . at Pa1 Y `RODE PER PLANS - HS ' 250,—RADON 1304 ,C}1►I -. i` -. APPLICATION FEES . T�9 �. ��. ' ,',+U 4 B ddATER IMPACT FEE Agi AS, ' Ix1R I13A , WEA , 1aP ur DOW OAS H ON ' � I I � tAT I O t _� A CN CAB: } ` NO, 'AND URBIAPI'TAL IMPROVE � 125.00 _13 alm EWER TA 0 .66 3ACR�N � F �I� r5 101 j.0� #�p� AW ""ry"` yr . �`3a� - 3z Go )} GFr'£"Y mry' w �k ,�;' ''i NflTS � I i NQTIC ,�-INSPECTIONS. MM'S ,BE REQUESTED AT LEAST 24 HOURS PRl6R TO INSPECTION SWiLDING MATERIAL.,RUBBISH AND DEBRIS F.RQM THIS WORK MUST NOT SEPLACE IN PUBLIC SPACE,AND MUST BE � CL ARED UP AND HAULED AWAY B�ttTMER CONTRACTOR OR OWNER x ` EAlLURE TO COMPLY WITH THE MECHANICS' LIEN L:AW CAN RESULT IN THE`PROPERTY OWNER PAYING TWICE FOR BUILDIMIlMPRdVE`11�51�1`S.'t r ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RBVOCATI , N F'©I3 N a CION OF APPLICABLE PROVISIONS OF LAW. �t{WeratSrl 31 A141I~R MAW A41 ot#I RarIrT«54 . J4 l EACH B LDI EP TMENT City of Atlantic Beach 800 Seminole Road .�- Atlantic Beach, FL 32233 Phone: (904) 247-5808 Fax: (904) 247-5805 r ( FAX Date: To: L ') Fax: plc G �is v Phone: Pages: 2- (including cover sheet) Subject: fgo,40sc O L.F_ 7i2 id 2�sTa� �e4c�S�'w Comments:G J PaS�� IeN f1CUVL�D 1( Pot k) D S C N D 7-0 >��eW • 1 a V6 S d G- L v r— 0 )(SC us_S 17- 0 r0 r2 D May 21, 2001 To: Preston and Susan Jackson 86 Nicole Lane Atlantic Beach, FL 32233 Re: Donald R. Bonts/Bonts Building and Design Dear Preston and Susan This is to confirm that after a review of the records applicable to this matter we wish to advise you that Donald R. Bonts acted as general contractor on the construction of 86 Nicole Lane for owners Preston and Susan Jackson, commencing November 1997 and continuing there after. At one time he filed a tree removal form for the city of Atlantic Beach on or about November 24`h, 1997 as the owner of lot 2 (86 Nicole Lane). Thereafter form tine to time Mr. Bonts interacted with city personnel in connection with the construction of the home in question and represented himself to be the general contractor on behalf of the owner, Preston and Susan Jackson. We hope this will answer your inquiries. If we may be of further assistance, please let us know. Respectfully submitted City of Atlantic Beach CITY OF r, 800 SEMIVOLE ROAD ATLANTIC BEACH.PLOltih:A >"3;-STI., TELEPHO-N[%(904 217-:-)SOO FAX!904 i 241,-5805 SJITNCOM 352-5800 1�0a Cho w ,l�o// C,-Q wCn k.ROPERTY rESCR zPTION Lot # Z , Bioc Section RECEI ; Subdivision: T 4'wi r8v 7/hN Sr/q Street Name rK;Cj IPTIQN OF WC71zK or Address-: �� LL' vt:L-CIty of Atlantic Be c;7 ', (ri in a FLOOD HAZARD Building and Zonig -�7�,oiC1,4 C;/�� :All Flood Zone: area complete page 3) Brier esc=y tion ,�SdGSUG7 Class of Work: (N �! Remodel/Addition: ZONING= 12TEORM 01T Type of Construction: 0 t ' m � /G/o a/�- Luoo�/ �/l�i�•E- N u��/o�� Zoning Proposed District: Use: Estimated Value Exceptions cr Variances Materials: Granted: So 1- cz Filled Grot.i.:d:- -51146 Rccf iiC96� Method of Heating: SIA e-Wi �,i, 2 OWNER INFORM=cn- Property Owner: 7n c- SpA/s Phone: Mailing Address Zi-0: CONTRACTOR 12TFORMA.TION Contractor: /30Mr5 vl('f/4 Phone: 221 Y Z Uy Mailing Address: U Z M7' JE43" ZQ%?( /tel zips _3'2- l/ Expirations STATE LICENSE NO: �,a — �G`� Z Date: f'I/ I HEREBY CERTIFY THAT I HAVE READ AND EXAt*INED THIS- APPLICATION AND KNOW THE SANTE TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITfi; WHETHER S-PECIFIED HEREIN OR NOT. THE GRANTING- OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, RZGULATICNS, ORDINANCc.S, OR :AWS IN ANY MANNER, INCLUD-17NG THE GOVERNING CF CONSTRUCT-ION OR THE PERFORMANCE: OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND mvnm THE: :'T—PNS r Tn Brtnnn �* oC! - rrr T -• .�.+. +u up' "'r. n i�� BEEN OR SKALL BE PROVIDED AS REQUIREC. Owner Signature DATE i Contractor Signature DATE 3- Z S� S �1 OFQ��ANDUBSCRIBED BEFO ME BY THIS -3 DAY C 199 . ; NOTARY PUBLIC g4A W COMMISSION N CC553881 EXPIRr-: tio`? August 27,2000 �,Rf h'` WNMD 7M THOY FAIN INSMNCE,INC. PROPERTY LESCRIPTI'ON Lot # �. Bloch Section #- RECEIVED ON Street Name , tE,S TION OF WORK or Address: Y(,/ /I�COI� Ly le Glc; t t 1;111;' I.1diph c If in a FLOOD HAZARD Pt;tiding gild Flood Zone: area complete page 3) Brief Desc-iption p?`SGO ��FT _ �it/fjlUyll f Class of Work: (New/ Remodel/Addition: ZONING SNEORMA2 0K Type of Construction: ,/g/oCK Zoning Proposed District: �C' j Use:� lcJ F'�')��,*L C_ Estimated Value ; .2C,— WC1 Exceptions or Variances Materials: Granted: Ground: ,� �2j Roc;• Method of Heating: OWE rNFORZ�'TSON Prouerty Owner: W. JrO Phone: c2-7 5-// Mailing Address �tG ICG/L-- (_ LIP: Z CONTRACTOR 129TURMATION Contractor: 13CW773 10&':/G'/✓15 0- _Phone-_ Z Z! u 2 Mailing Address Zip Expirati STATE LICENSE NO: C 'C644/72 Date: i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT_ ALL PROVISIONS OF TCzE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATrONS, ORDINANC-ES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF' THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND sUPPORriNG DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Sicnature DATE Contractor Signature DATE �iO SWO AND SUBSCRIBED BEFORE ME BY �U 'J ��7-S THIS / DAY OF ZY 199-: NOTARY PUBLIC ........... ; Patricia Amonette MY COMMISSION N CCowl EXPIRES s'= August 27,2000 4�,tk 80MM TNRU TMV FAIN INSURANCE,INC. FLOODPLAIN DEVELOPVENT INFORMATION Location:: -�G 7 P'Z Type of Development: G'LFSc�- Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made .AFTER THE SLAB HAS BEEN POURED. certifvina that the LOWEST FLOOR ELEVATIO'N 's equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CO.k2v EN. -TS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above inforrnation being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provigions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed dev e Date �S p� Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative FORM eOOA-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: Bonts2543 Builder: Robby Bonts Address: e6 n I cc/,�P- z'n -e- Permitting Office: ATc-A t,i l`1. C 13 e,,9 C 14 City, State: 47-4-�-1nJ 71 � &E Qc I�- Permit Number: I u Owner: 5;.V S°", Jurisdiction Number: �b� / 0 Climate Zone: North I. New construction or existing New - 11. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:60.0 kOtu/hr - 3. Number of units,if multi-tamily I - SEER: 12.00 - 4. Is this a worst case'? No - b. N/A - 5. Conditioned floor area t ft=) 2543 ft` - - 6 Glass area&type c. VA - a. Clear-single pane tV _ - b. Clear-double pane 6o8.0 ft' - 12. Heating systems c. Tint/other SC-single pane 0.0 tt2 _ a. Central Heat Pump Unit Cap:60.0 kBtu/br - d. Tintlother SC-double pane 0.0 ft= - HSPF: 7.50 - 7. Floor types b. N/A - a. Slab-On-Grade Edee Insulation R=0.0, 177.0(p I ft - - b. Raised Wood,Adjacent R=19.0.75.0 ft= - c. N/A - c. N/A - - 8. Wall types 13. Hot water systems a. Frame.Wood.Exterior R=1 1.0,2252.0 ft' - a. Electric Resistance Cap:75.0 gallons - b. Frame.Wood,Adjacent R=11.0,313.9 tt' - EF:0.93 - c. N/A _ b. N/A - d. N/A - - e. N/A - 14. Hot water conservation credits - 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1304.0 ft= _ DHP-Dedicated heat pump) b. Under Attic R-19.0, 167.0 ft= 15. Infiltration practice(1,2,or 3) '- - c. N/A - 16. HVAC credits CF - 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret-. Uncond. Sup. R=6.0, 1.0 ft - CV-Cross ventilation, b. N/A - HF-Whole house fan, RB-Attic radiant barrier. MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.24 Total as-built points: 39674.00 EPI = 98.3 Total base points- 40377.00 I hereby certify that the plans and specifications covered Review of the plans and oFI VIE sTgr� by this calculation are in compliance with the Florida specifications covered by this 4V Energy Code. calculation indicates compliance �� :_ ��o t with the Florida Energy Code. Before construction is completed 4 PREPARED BY: d DATE: this building will be inspected for I hereby certify that this build' g i co pliance with the compliance with Section 553.908 wl't• on Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: LOUIS J. GABRIEL,P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 /t x/1998 Re:-Wind LoadingRequirementsRequirements For The New Residence Located 0-6 l o L 2 Ts F A'N" . 66 `j e- -5e-A7 , Atlantic Beach ,Fl. TO WHOM IT MAY CONCERN:- The architectural plans of the subject residence have been reviewed by myself for compliance with section 1606 of the 1994-SBC for wind speeds of I f 0 mph and concluded that the residence structure will satisfy the wind loading requirements of section 1606 of the 1994-SBC as long as sheets#3 thru#5 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a)that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus,the uplift resistance of the designated shear walls sheathing will be neglected,d)that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf.If contractor found any differing conditions through soil removal or soil report,then I shall be notified and possible footing design revisions may have to be implemented prior to commencing with footings construction, f)that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis. A copy of the calculations is attached to this letter for the record.Please let me know, if further help is needed. Sincerely E�Gl V E D Louis J. Gabriel, P.E. APR 2 9 1998 City of Atlantic Beach Building and Zoning "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON L o" 4�Z '11 FFA 14 Y 95 ATLANTIC BEACH,FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITV THE MINIMUM WIND LOADING REQUIREMENTS FOR 0 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1994-STANDARD BUILDING CODE" PREPARED BY:-LOUIS GABRIEL,P.E. DATE:- P , 1998 Date Sheet Of -04s u-,,l Red idl e LL�S "A" Y{S i JAM e-t 6^ 1 ome- t`p {.�VLV'.w.w !StMC LLLYa L 4 n batt' Y Rco P A my 5 ec u-4 ROOY W4:— Jam, Ftp o r' ; _ 3/4"T.Pc G, Glx r 11Y5 t Floor \Ne--Ul 60 o �- Tru sse : ,P� pjOO r 1r&Alfcl •— �Jr�lFramira ( 5e-c v 01- S`�Srw� rQ.wi YV 5ic� s Foo r-.%t. 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ALlvW -W;�A atra,J-AS A%a4 = SZ. lbs �•k- r U v-A W OA3 nov-vn4 �50 W aAS or L'o W V4 A(ef etuA •,— C st FtflaY vP� = CU.A 28-3)+ Ct- 6)M 1 )—Z /2] 370plu I-KA RGC0f ypVi I + CI, 0)t7.$`1I-ID o° !L) - Z�Lg0 lb 1st Rjoir 2t-A Ftoor /4lluw• yptEt tit Flvor'��( a•3t� CZo,Ooo)C1.33) f 5�- �G�9 ?�� Fo, IL C S 'CO d.t UnA Atty J vpt,Rt n -7-i,,,t rLOOr = t4- 0,0. 1.-1•0 400 PRF C4 37. o-Cll — . 2.0� •�a� z r W C : Rood T�rwsses Stra,�P J to hea.rw,� o•S w 0.5 w R00 IL be P ( IM�1� S1'1e S e-c- tYN s s CL v iwee i�w PYd?aY<. i For V f u T t c-vi 00pNisei SCIn of Sk&t� #: For Y! ,ka y-J 5 LYa?p"� �nP Lis o t�1 c.Ge!r f Date Sheet H M •f, of Sl�e�w• uJ OL-Us A,%a.. .,-a For' F'rst W a:Lls • 1 � e �4 i�uLJ i O}a�i 1rt� i �svt L CYi Y��• ,'�bitn �.n lit, aHac. W aLL N 0. . — 5 ea a PA r 9SA w au to rp-lakie-N. ^E d.esi�natts "tecte,r�o�• W0.11s t�k�le •I" ote:i�xwtS `irtan�r� WALLS W:– Tr b�t �� .� w a�. 1•G 5 ee 0.�tacj Rao r PLc X Or":z, ;- S jTtvL-iJc LVO-4t U- O C Wdl.. WW. 'rGS i5t7 1l u 11 11 Swi��nat►�r . a W a.11 pt& �p g 1 t, a F bD t%. lP{DOr:_FDr two s tc ,. .. %&L&lS_u._Or Watt. Qtate- � rittkt F'or avle Storms WA Its -ter :- E�FutW- Yoo P keia1,'t eXPeS&Q tO PUM&Ce = C'•��R`="Qn )� Pt�c`�t MIL-4 t,Jk6.,. 00� P i tc,Q.. 1 %. mci YL U%e-^% T to 12. % – W Qxe.ss wr e- MA Wc.Q,Q CC 'See- S14eet #Z.)) W t;J pe SSuxe- T%A TOO F(CatjpUc,,, ol- W6-% Y'ovrr PihIN i s vnote bke AC-.4 S�te�. eY T IZ, e5�+ar TO tej SkcpAr Fvrc.e = C )CWP.j CA Jt) .� 'C;,r C *,e 1C tomHe S toY c o r Sta r9c _ ...T oY G iemsi" eKal --OTMC��C�►r)Co• L �t�.C$Y�C-�v`�(�rl�-��-- .x dv1e .or two star e-, tx C Fv r S �A For V.x teri cY• WoA& :– �w.Ce CxG v�1-& s are $ CMU W6.01 —� /�-lluw• 51�cart' st�cess= : F ti,,. dY 3S Rsj ffi vc, lF Ftvlft N 150C)vSi FIM 3SvSe vv+tYe_-se: 5%0/iw Cor w":d =,-3 ZZ34 lbs/Ft �� < <�.,t SiCee�, a•�ca = ��- 1"��/Co•88Q�(1.33)CZ4.nvu� -�a�T. 1�1)�(SZ)CZ�IOol Z's I ADDITIONAL NOTES ON REINFORCED CONCRETE MASONRY RTPCA836'SEMCO' EXTERIOR WALLS AND STRAPPING: ///---SPACE O 72'O.G. (MAX.) 1. SPOTS CLOUDED AS1 INDICATE LOCATIONS WHERE WOOD / COLUMNS SHALL BE ANCHORED AT TOP AND BOTTOM AS SHOWN ON DETAIL"A"OF SHEET#5 2. ROOF RAFTERS SHALL BE STRAPPED TO TOP PLATES OF INTERIOR STUD BEARING WALLS AND CMU WALLS AS SHOWN ON SCHEDULE "A" ON SHEET 6 3 AND WALL SECTIONS SHOWN ON SAME SHEET. RIM JasrINDICATE CMU SHEAR WALLS REINFORCED W/NS ST B O 60"O.C. OR AS SHOWN ON LAYOUT OF SHEET a SHOE PLATE 4. INDICATE CMU WALLS REINFORCED ON 60^ O.C.OR SHOWN ON LAYOUT OF SHEET/3 y10 . 5; o dasr s7nAPP � � ?,,'2x�� INc � f RTPCA&36•SEMCO' —SPACE O 52'O.C. �I (MAX.) otoIs''J�a�' s. g .... _._....... _ .. Q RIM JOIST Lo sroE PLATE _ J _ 12,lr ° 8 IST S7RAPPMC —.._.__._.._ _ .! - _ 2 +I MAY -- • F 7 DETAIL o — _.._ f I o n ro Roan s77tAPPnc I _.__.__. MT.SJ .. • . y t f7lFlv� Ulrr ! W/�(S S1ECl��RT ----- ON 40"0-(,r,aoCrs 'TO - I f,M C�,) bt el I �I b li I CD ;:�✓✓�Ir-tip: Iyu Fww?�f�, -�/-'I-rlT�a ...,. Mggoow-, �`�� Date Sheet ? of S k eanr uJ o�-U s Aj Y%a..An s; FO r Sec04 5 tOr:a (,t)a ll s • C7 • Watt N 0. ; - see: oLJAAJ Floor 01~ A vs AAL U c*,big-^T w;oL,6, C 1.e 'See O.�ta�J �1;00 r W4,U WWfcJ fist- S1 e-&v- 19 117 '-~�• W au �cz.L A et ►�D 1':— swwuncy�icn� a F P� �6�1 o� 6o4A, Floors ' =vet' :r EqeGtigt (00f 4eit6 -exposej to Qyessute _ „MIK foo.F._ P-i td.% i s wto m II.A►., 7 -F-0 12 W • to uwc uK we'a (( See S4cet #'Z) ,re55u.rt tT� foo � (( a fPL'c.A.blc c�M rooF pitta. �e move- a" ActS6V' �v Ft = •C.1`)C.W) 7 �o �2, se skcet 2 . .._..._ F u tJ - Sketi�r N ft-L = C Vct�`:)C4a .+ C "0 •T•MO Ve-r t\aW.2 ^rn UW ' (44r) (�r-1-. fir +4WZ ) M M N u T of G :- T&As;w� or cow^PrtSSit� = Co•?.M) C� /D) -Cwc�F cae��,,t)(-Q/z) Rvctvi r Sy For �&tecaL X04 Trrv.,s Fer A-AL, o r sFci vtS Fes- u p u H7 Loal Tv4ms Fe r Lj S?e5►,�'^ C ri �e�i a ;- Extex�u+r- WgQQs 14110 � 'Sir skear�'743 SEM Co Rltow.. st vpt;Fl; =1423 lbs (�c2r�Ga�'St�`^co .� F�t,1Ot,J.'StYo je icrv� �pY O:f..N1 R2s�s'Ca�ce_. Per SalecW Stomp 7/la QSej ShP.0.-6%jys,,, hacita wig" 14 COyw mv\ Inaiis Unless note�R o �-w�se i trot' ��tef i0Y' Wa�.S :.— � 51�ecu-orTevssiw� 5 as NAese Forter;qr wa:1: erwze.Nd•Q WI #5 COoLev- rd%Ls 11c)t�r Date Sheet K. s��• 1) To FL, i s L7Y s Paz-&+'� FUY upL,Ft :- T W� ere Fr = 1423 lbs FuY RT-PGA 8'34 Z = 1• o ( UJ wj L;,\ c 1. � t Z O FOU StYaf SPac J FoY Stie-aY 51 (Fir VACe e : — Fv = l CS Ibi Rr FAPISF omdk or ?r A c-Ea S 6 ear ni w c,Q vin �R Z 1.• p cd F'actJr 5 w\C(\A.&� w. Ftr} i ! � I 3 To Ft41GQ Gas i evt Trc Y �vut� S t�c�„•��t,, :- ! Allow. Temstiw. Te lo&J T of c rY uN--% a Va i-e Of 11&-(AoLUI-4�L S " -n ; RTP&A, HCPFA Se. t skr..--t FOr sly ear W ,ts oL't t # io. ror t � /1 A 'l1V:f•AlT$�BB 'iYfiii�- -. - r .`Rl'.T A:rflti4'$'}�. .!�'MV•y,4.91tiC• R ral"POE sECWW FLOOR Kana WALLS PRasxao(Suohd FIOO v} AMMON"moms- FEW ICE LOCaMon CLOUDED as "�-�� Ball ( MEI-PRODUCT CODE Ta Ktx aR Taus WAS sSTaaLIax asaasao TWO POL7ASIWS wxraiR osLNSS aa sOFm arsaWsas Is TWA Tawas- RfQGA43L "asEco", FLOOR TO FLOOR TEEKIOW:xs. A) WOOD aEntWA1Y to sTBDS salLxso SnLL as on CWDIoE WAILS, s) Bas MOO)-PRODUCT CODs FP n 9". so. To STUDS lLxm BRATT- BE BS a to COOLn WALLS FOR 1/2" R) ran LOCa:som CLOUDED as A S/a" TSICE AD. RsalsC%MMT, OR 1-1/4" T"S a OR W, It MORE" RTpGA%SL , Smm", FLOOR TO FLO=TMIDS Txs- FOR sxrm so. TEICs. C) FLOOR TO FLOOR asCROR TZES Sm"PRODUCT CODE. FarlaP risco", aseaoaa. sss Tants mmxw FOR ssacus. I) ALL EETaIoa WALL OPEEIEoa ON SEC01m nowSsaLL Rs BTaaPPED .3 AT TDP RED sOTOOE as 98mm ON DETAIL"F" OF KSERT t5 p DESS®TIOs ago== SIsoLE 01 BOXES== FLOOR TO FLOOR Two(2)-RTPGAE. assaTESSS DOUBLE To STUDS asCEOR SPACING t) FLOOR TO FLOOR aTA1PPIs�0 FOR UPLIFT BOLL BE PRODUCT CODE •SEMCO" K�ITEIEO WAIL BPaCl2Eo FWA COUPLETS RWA TWO USED•FLOOR TO FLOOR C. NEW MM%ZL"STRAPPxNQ. SHEG'f rt COWKEa) s)dG1E !0/12` N/A L/ ss 5)Nb�E 4'lii' NM - 441 l � (�ooF ontiY Two(2)- 'SDACO' ;.9 STUD m f 7f •h Two(2)-RTPGAB;-( g„co !0 1 j O • _... TWO(2)-RTPGAE: -sEuco- (( = .Q - STUD TO sm j A ¢ I S h � tl F l uF-r s' � tom: , �i ;;,� ., i�'-r�✓ 5 I C.M.U. WALLS "O.T.M." "D" "T"or"C" ALLOWABLE SHEAR REVD. STEEL AREA (Ib/ft) (ft) (Ib) (Ib/ft) (in 2) tI?b91 4 z11o0o i`('° Z1� G00 1. 0o 07�� V Q S"�b b-3 S CALCULATIONS 'TORY WALLS SHEET No. OF _ EXTERIOR OR INTERIOR WALLS "O.T.M." "D" "T"or"C" "Z" ) "gi "NP (Ib/ft) (ft) (lb) (unitless) (lb) (ft) "© i � �a3 � i � �l � � . � �-I"�►2` WALL CALCULATIONS RECON D STORY WALLS SHEET No. OF M M N N N{. WALL OWN (f) (ft) ({lb) ({b/ft) No. (ft) Z4 SHEAR WALL FOR FIRST WALL "W" "Q" "h" "F" ".0 No. (ft) (ft) (ft) (Ib) (ib/i VT -NOTES.- (D= "Z" IS ALWAYS EQUAL TO 1.0 WHICH IS WIND MAGNIFYING FACTOR. Q= "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND SHEAF INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR INTERIOR WALLS, UNLESS OTHERWISE NOTED. FOR EXAMLE:SHEATH NGP SHALL/BE AILED AT 6" OIOCR AN R ON PANELNED ES ANDWALL MEAS THAT ,AT OSB FOR O.C. ON INTERMEDIATE SUPPORTS. Tatifiratt of Mccupaurg (situ of Atlantic llhac4 — 3loriba Bepartment of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No.16468/17071 Group W.frame Type Construction S _ Fire District Atlantic Beach Owner of BuiidincyreSton & SusanJacksg&ess Rh Nicn1 e Lane Buil Address Locality A t l a n t i c, R e a c h, FT 32233 By: DON C. FORD Building Official Date: 2 J J POST IN A CONSPICUOUS PLACE CITY OF I' 300 SEMINOLE ROAD VI'LANTIC BEACH.FLORIDA 32233-5-W5 TELEPHONE 0041 247-4800 FkX(904) 247-5805 NOTICE TO: Water Department FROM: Building Department Please be advised that the f rial buiIdina -i -iispect-1, on has been Comi)1.etad cn aaCi: C.' the folIcwi.n dd--:'essas and CCn z c __cn 'dater no i cnce- neer-ec Permit Number Address 71 S-inaerely, Building Department ` 3aTE ' ------------- -='EAYZL:E Div Z�I(�N JACKSONVILLE ELECT*RI� AUT8O6ITI WEST DUVAL ILLE.. I D A ---'22"02 ' FINi A"I PE:- O,\,j , � / �aY� �� cx�� xju ---------------___________ _________________________________________________ _________________________________________________ _________________________________________________ ____—__—________________----___—____—__—______--_ EucIoaed are the blue copies of the permits. S I N C 2---R�EL BUILDING INSPECTION DZoZBZON cc : FILE MAP SHOWING BOUNDARY SURVEY OF LOT 2, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PRESTON JACKSON AND SUSAN JACKSON STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE, P.A. NATIONS MORTGAGE NICOLE LANE (40.0' PRIVATE RIGHT OF WAY) N 89'46'20" E 50.00' (PLAT) N 89'4258" E FOUND 1/2"IRON PIPE FOUND 1/2 IRON PIPE 50.06' (MEASURED) STAMPED 3848 R.MILLER" POINT OF TANGENCY STAMPED "LB 3872 34.27'(PLAT) d 7.5' JACKSONVILLE ELECTRIC �• AUTHORITY EASEMENT . - r 10'x 17.5'JACKSONVILLE ELECTRIC in AUTHORITY EASEMENT b ^ 1 r\ • ti 5II w ; 4. n ass' 20.0' s J X� w � � n d Q WALL X w W r ' p •r b ° W Q 0)v W CL v O Ot o k' a•'( X ...1 '� * .• T- ,�. 4.0, 8.1' TWO STORY 0.3 FRAME POSTED # 86 LOT 1 FINISHED FLOOR LOT 3 3 Ir ELEVATION + 12.75' b _ �i .3' o N °� X b M In bO 6 21.3' M r- 0 OO 0 N LOT 2 0.2' 3' FOUND 1/2"IRON PIPE 0.8' S 8944'18" W STAMPED AR FOUND /LBR855' STAMPED LB 3872• 50.00' (MEASURED) S 89'46'20" W 50.00' (PLAT) OFFICIAL RECORDS VOLUME 3459 PAGE 1088 NOTES: ACCEPTED BY: LEGEND: —x— = FENCE OCONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT BEARING OF S 89'46'20" W ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS SHOOT ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. 5. ELEVATIONS SHOWN HEREON ARE NATIONAL GEODETIC VERTICAL DATUM. 6. BENCH MARK USED 60 PENNY NAIL IN POLE CORNER OF SEMINOLE AND 20TH STREET ELEVATION + 11.08' JOB # 7416 1 DATE OF FIELD SURVEY:' 03-17-99 DISK # ZIP 21 �— SCALF: 1" = 20' CERTIFICATE 923 Peninsular Place, Suite 1 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNG:R MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECeNICAL STANDARDS AS SFT FORTH BY THE FLORIDA mmm (Phone) 904-354-1141 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS It:CHAPTER 511317-8,FLORIDA (Fax) 904-354-1255 ADMINISTRALODE, PvT TO iiON 17.072 F'.CRIDA STATUTES, nil ift'l Nil iltil MICHT.EL J. . .c 0 LICENSED BUSINESS 6702 REGISTERED SURVEYOR AND MAP if 4873 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS Mar-18-99 04:37P ACM SURVEYING, INC. 904 354 1255 P.02 MAP SHOWING BOUNDARY SURVEY OF LOT 2, TIFFANY BY THE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, CERTIFIED TO: PRESTON JACKSON AND SUSAN JACKSON STEWART TITLE OF JACKSONVILLE, INC. WATSON & OSBORNE, P.A. NATIONS MORTGAGE NICOLE LANE (40.0'PRIVATE RIGHT OF WAY) N 89'46'20` E 50.00' (PLAT) N 89'42'58' I- FTAAi/1•IRON rot 80.06' (MEASURED) iO N1D'n•noN Pac POIN7 OF TANGITICY gTAMRm 1J 3622- E7AYGED 3tHe A,MfL,EA' e. F fff EAU C ..d. .— 1 161.I).7'.MP(90NNO LLL [C1RIC WINDOW WORMY /\ lY X7 VML .. i 11.3 + X Q��E n v W D ; X Y. Q vZ TWO STORY `0 o FRAME °1 POSTED 111 86 LOT 1 FINISHED FLOOR LOT 3 ELEVATION + 12.75' RECEI E® toX r T, $s •�7s T W W MAR 1 8 99 s Z T T City of Atlanti Beach Q 8 N Building and oning LOT 2 o.r •3• FOUND I/Y gIDN A O.e' S 89-44!18- 3872' 50.00' (MEASURED) S 89.46'20' W 50.00' (PLAT) NOU/AL RE QDSOge AC tE0 OY: LEGEND: —9— . FENCE CONCRETE NOTES REVISIONS t.BEARRlGS ARE BASED ON THE PUT BEARING OF S 89ALONG ME SOUINEALY BC(NEDARY LINE OF","ECT PARCEL DATE DESCRIP71pN 2.BY CRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE'MTNIN FLOOD ZONE X AS 114E NATIONAL}1000 REFp(SURCy,ANCE MAP DATED APRIL 17,1988.COMMUNITY NUMBER 120075,,PAWL 3.QRS SUI1R��EVEp,UNLESS OTNERIMSE 5STAALL n P.NO O ER TITLE VERIFICAT HARECORDED SM PLAT PERFORMED BYILK THE MENT UNDERWHED i.iH15�SURVEY NOT VALID M(TNOUT THE EMBOSSM SEAL OF THE CERTIFYING SVMLYOR. 5,ELEVATIONS SHOWN HEREON ARE NATIONAL GEODEDC VERTICAL OANM. 6.K OF SEMINOLEATOM 11.06•. ,JOB 111 7416 1 DATE OF FIELD SURVEY 03-17-99 DISK # ZIP 21 SCALE: 1' 20' CERTIFICATE 923 PeRMw'w Fin, t I NERERY CMWY 11441 TER N,S**VEY WAS MAOe uNDMY MWOIgMI[CHARM 69ftm 400kW401a,AetWe 31204 Me WM 714E MMMMOY TECHNICAL 9TAMOMMIg AS My FORTH PY M FLORIDA (Phone)904-354-1141 OOMID Q PROPQ471AL 30VEYORS AM MASS IN QIAP7W PIGt7-i.FLORIDA (Fax) 90A-354-1255 AWRIB� ODDS,POgyANT M 1MN♦ 07],FLOIUDA 6TATUTEg. MICHAEL J. UCENS M OUSWSS/4702 REGISTERED SURVEYOR AND MAV o 6879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS O SUBDIVISIONS Mar-18-99 04: 37P ACM SURVEYING, INC. 904 354 1255 P.01 ACM SURVEYING, INC. 2522 OAK STREET, JACKSONVILLE, FLORIDA 32204 (904)389-5989-FAX(904)389-6175 EAC SIMILL, CDX-E. 2 SHEET DATE R.EC?I'IENT _-^,47 COMPANY: � ,'�� FAX N[JNME•R: , . __ 67 SENDER: PROJECT: MESSAGE:_ _ _PAGES, INCLUDINTG THE COVER SHEET. NOTE_ ANY INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE MAY BE PRIVILEGED AND CONFIDENTIAL, AND IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL(S)OR ENTITY NAMED ABOVE WHO HAS BEEN SPECIFICALLY AU'IIIORIZED TO RECEIVE IT. IF THE READER IS NOT 117, INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION,DISTRIDUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED MIS CO,\04UNICATION IN ERROR,PLEASE NOTifY US IMMEDIATELY BY TELEPHONE OR RETURN ALL PAGES TO THE ADDRESS SHOWN ABOVE. THANK YOU FOR YOUR COOPERATION. ORIGINAL.WILL FOLLOW VIA: _REGULAR MAIL OVERNIGHT DELIVERY MESSENGER BUILDING PERMIT PERMIT INFORMATION LOCATION:INFORMATION Permit Number: 17733 Address: 86 NICOLE LANE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Proposed Use: SINGLE FAMILY Lot(s):2 Block: Section: 0 Contractor: CHRISTY FIRST COAST PLUMBING Book: Page: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMAD0419 11 Date Issued: 2/01/1999 Name: JACKSON Total Fees: 25.00 Address: 86 NICOLE LANE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/01/1999 Phone: (904)249-1939 Work Desc: BACK FLOW PREVENTER INSTALLED APPLICATION FEES PERMIT 25.00 Ins ctions Re u�red UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL 1 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A NTIC BEACH IBUILDING DEPT. Date: 2/82/99 81 Receipt: 8839833 CHECKS 4293 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ? 6 n t u:,-Oe. OWNER OF PROPERTY: -3'a-c-k So n PLUMBING CONTRACTOR: �r'a �;rSS� u�'►�ia ►C, CONTRACTOR'S ADDRESS:R co. eery ac. ,4 r(k. 3�a 517 STATE LICENSE NUMBER: 5(6 7 TELEPHONE: DLV7-Vf1.1'? HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER B le-`1 ,-f TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 0 ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. L r" FLOODPL AIN DEVELOPMENT INFOR1MATION Location:: l c 9k Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CON04ENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable pro ' ions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propose :vZent. Date Applicant's Signature r Department Use: Required Lowest Floor Elevation S As Built Lowest Floor Elevation / 5 Survey Filed with Building Department {� L0 Building Department Representative i-=.4 FORM/6'00A-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: Bonts2543 Builder: Robby Bonts Address: eC /I cv e 'n Permitting Office: A-rc.a cJTi C' !3 AC14 City, State: �47�c��lJ g(FR<<�- Permit Number: I v ``l 6 Y Owner: Ja�x S cc Jurisdiction Number: o Climate Zone: North I. New construction or existing New _ 11. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:60.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 4. Is this a worst case? No _ b. N/A 5. Conditioned floor area(112) 2543 ft2 6. Glass area&type c. N/A _ a. Clear-single pane 0.0 ft2 b. Clear-double pane 608.0 ft2 _ 12. Heating systems c. Tint/other SC-single pane 0.0 ft2 _ a. Central Heat Pump Unit Cap:60.0 kBtu/hr d. Tint/other SC-double pane 0.0 ft2 _ HSPF:7.50 7. Floor types b. N/A _ a. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft b. Raised Wood,Adjacent R=19.0,75.Oft' _ c. N/A _ c. N/A 8. Wall types 13. Hot water systems a. Frame,Wood,Exterior R=1 1.0,2252.0 ft2 _ a. Electric Resistance Cap:75.0 gallons b. Frame,Wood,Adjacent R=11.0,313.9 ft2 _ EF:0.93 _ c. N/A _ b. N/A _ d. N/A e. N/A _ 14. Hot water conservation credits _ 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1304.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0, 167.0 ft2 _ 15. Infiltration practice(1,2,or 3) 2 _ c. N/A _ ! 16. HVAC credits CF _ 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Uncond. Sup. R=6.0, 1.0 ft _ CV-Cross ventilation, b.N/A _ ! HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.24 Total as-built points: 39674.00 EPI = 98.3 Total base points: 40377.00 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this �oFZSo Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: �-�c �' Before construction is completed a DATE: this building will be inspected for 1 hereby certify that this build' g i co pliance with the compliance with Section 553.908 •rti vy�- I Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: -2p-.��JV DATE: Return to(enclose self-addressed stamped envelope) I Name:C. HOLT SMITH,III Bk: 9032 Address: 1 Independent Drive, Suite 3301 I Pg: 431 Jacksonville,Florida 32202 I Doc# 98192385 This Instrument Prepared b C. Holt Smith, III Filed & Recorded p Y� 08/07/98 I 11:38:56 A.M. M I C Address: 1 Independent Drive,Suite 3301 I HENRY COOT. +t Jacksonville,Florida 32202 I CLERK HENRY COURT I A $ 6.00 LCY' FL REC. CM Property Appraisers Parcel I`dd' fi eentti `cc�aation(Folio)Number(s): OJ6 Q SPACE ABOV ETHHIS LINE FOPROCESSING DATA 5PACE ABOVE THIS LME FOR PROCESSING DATA N M CLAIM OF LIEN 00+ STATE OF FLORIDA ) COUNTY OF DUVAL ) .Y 0 Before me,the undersigned Notary Public,personally appeared ROBY BONTS who was duly swom and says that he is the agent of the lienor herein BONTS BUILDING&DESIGN whose address is 13042 Mt.Pleasant Road, Jacksonville, Florida, that in accordance with a contract with JACKSON and SUSAN JACKSON, lienor furnished labor,services or materials consisting of: Construction services and building materials and labor for construction of a 2 story residential building on the following described real property in Duval County,Florida: Lot 2, TIFFANY BY THE SEA, as recorded in Plat Book 46, Pages 94 and 94a, of the current public records of Duval County,Florida. owned by PRESTON and SUSAN JACKSON for a total value of$79,953.48 of which there remains unpaid $46,473.48 and lienor furnished the first of the items on March 16, 1998,and the last of the items on August 4 , 1998,and(if the lien is claimed by one not in privity with the owner)that the lienor served his notice to the owner on 1998,by and, (Method of Service) (if required) that the lienor served copies of notice on the contractor on , 19 ,by ,and on the subcontractor, (Method of Service) on , 1998,by �-47 d of ervic BONTS BUILDING &DESIGN Tenor Agent Before me,the undersigned authority, personally,appeared , who, igersonally known to me' or has produced as identification this &�"- day 1998 and who(did)(did not) take an oath. - NOTARY PUBLIC My Commission Expires: RNK;E E.K4iESS ti MY COMMISSION/CC465W EXPIRES o May 21,1999 pF ry°`•`'. BONOEO THRU TROY FAIN INSURANCE,INC. BONTS BUILDING & DESIGN T glen-r3 /go// o) � g- ra Cc t f S 1 4IC-7/u'l C7/\- Z G-T � f�cQ/� L•i� ,� f PaMda Amonoe MY COMMISSION III CC653881 EXPIRE" =a' a August 27,2000 BONDED THRU TROY FAIN INSURANCE,INC. RECrT b 6 1998 City of Atlantic Beach Building and Zoning PSR-3844 16931 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ ------ LOCATION INFORMATION -------- ermit Number: 16931 A dress : 86 NICOLE LANE Permit Tvpe : ELECTRICAL ATLANTIC BEACH , FLORIDA 32233 lass of Work:NEW -------- LEGAL DESCRIPTION ---------- Constr . Type :WOOD FRAME Block : Lot : 2 Twp: 0 Proposed Use: SINGLE FAMILY Section: 0 Subd: Rna- : 0 Dwellinas : 0 Subdivision:TIFFANY BY THE SEA Est . Value : 0 . 00 Improv . Cost : 0 . 00 Total Fees : 50 . 00 Amount Paid: 50 . 00 0 1 4 P J r n !PH 3W 240V 3"Rki ALUM - NEW SERVICE ------- OWNER INFORMATION --------- -- APPLICATION FEES ---------- ame : JACKSON PERMIT 50 . 00 ddr: $6 NICOLE LANE ATLANTIC ` BEACH , FLORIDA 32233 hone : (904)249-1939 ------ CONTRACTOR INFORMATION ------ ame : LIBERTY ELECTRICAL CONTRACTORS ,ddr : P 0 . BOX 8743 JACKSONVILLE , FLORIDA 32239 Lic : EC1729 Exp : Ype 2 NOTES: NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $50-8014 CHECKS W98 8i s 15261 ATLANTIC ACH BUILD NG D RTMENT 88186883221888 JOB COPY • ■kwm t and/or 2 for addRWW senNcaa. I also wish to receive the w ■Complete ttsms 3,4a,and 4b. following services(for an ■Print your rwne and address on tM reverse of this form so that we can return this extra fee): card to ■Attach this form to the trout of the mallpieoa,or on the back If space does not 1. ❑ Addressee's Address ` ■Wdlo'Retwn Recoo Raqueatad'on the matlpiece below the ankle number. 2. ❑ Restricted Delivery ■The Rattan Receipt will show to whom tlw article was d*ltvered and the date a delivered. ;, Consult postmaster for fee. 3.ArWe Addressed to: 4a.Artcle Number ( lr. 1'�nr,�,.w}�L+�e��on LkSor, ' 14to 555 42O- I� f Bo-r t5ic1c�fT 4b.Service Type d �4—Ftegistered 0-Certified cc rn A+Ian c Beach, FL. ❑ Express Mall ❑ Insured 3ap1 b}Return Receipt for Merchandise ❑ COD 7.Date of Delivery 5.R ) S.Addressee's Address(Only if requested c and fee is paid) t 6.Signa or Agent) �• X a PS Form 3811, December 1994 102595.97-8-0179 Domestic Return Rpcelpt Book 9033 Pg 763 Thfs jnnr w=t pmpwed by: Cathy J . Hiers 6501 ArlinEtnn Fxpre.ssway El '37211 Itewrd and Pmm To: Same Bk.: 9033 Pg: 763 Doc# 98193358 Filed & Recorded 08/10/98 CLAIM OF LIEN 10 c 4 i:28 A.M. STATE OF FLORIDA HENRY W. COOP. CLERY. CIRCUIT COURT COUNTY OF DUVAL DUVAL COUNTY, FL REC. $ 6.00 BEFORE ME, the undersigned authority, personally appeared r a r .T _ H t e r is i ,who, being duly sworn, says that he is V i c e--P r e s i d e not As h-B r o o k e C o n s t r u c t io n, 1,a Plorida corporation, the lienor herein, whose address is: 6501 Arlington E x p r e s s w a y, B 10 1 ,and that in pursuance of a contract Jacksonville, F1 . 32211 with nn n r c Rn j t d i n$ 1C n s:t gn_, lienor furnished labor, seryices or materials consisting of: Framing Labor, b Materials on the following described real property in Duval County, Florida: owned by Preston and Susan Jackson for a total value of $ 17 , 2 81 . 3 3. of which there remains unpaid S 17 , 281 . 33 and furnished the first of the same on July 2nd , 19 9 8, and the last of the same on Au g u s t 3 rd, 199. 8, and that lienor served its notice to owner on August 7th , 1998 by certified mail, return receipt requested. l� SUBSCRIBED'A/ND SWORN TO BEFORE ME this?�/ ,day of 199L, by dh ij/V Tela) gi eS , who is (,) personally known to e; or (__Z ) who produced a Plorida Driver's License as identification, and who did take an oath and personally appeared before me. J r/o,e��aD�;��ts,L•er�Jse Nut ARY UBLIC - STATE OF FLORIDA A14,a-//o-GA -Sofe-o Printed Name: ••» My Commission Expires: �• — MteN "Sm/ocamis a(PM Commission No.: 2k MW tMu tRo1'RMI��j,�, 7.5 Book 9033 Pg 763 This IftwVrnent prepared by. Cathy J . Hiers 6501 A1=1iaESon . re.ssway B 1 n > t _ 12 2 11 Record and Return To: Bk: 9033 Same pg: 763 Doc# 98193358 Filed & Recorded 08/10/98 CLAIM OF LIEN 10 t 41 s ES A.M. HENRY W. COOP. STATE OF FLORIDA CLERK CIRCUIT COURT COUNTY OF DUVAL DUVAL COUNTY, FL REC. t 6.00 BEFORE ME, the undersigned authority, personally appeared cat-by .1 _ Blers who, being duly sworn, says that he is V i c e-P r e s i d e not Inc Ash-Brooke Construction, , a hlorida corporation, the lienor herein, whose address is: 6501 Arlington Expressway, B 10 1 ,and that in pursuance of a contract Jacksonville , F1 . 32211 with Rn n t s Ru i 1 -1 t ng x 1le_i4n, lienor furnished labor, services or materials consisting of: Framing Labor , & Materials on the following described real property in Duval County, Florida: owned by Preston and Susan Jackson for a total value of S 17 , 2 81 . 3 3, of which there remains unpaid S 17 , 281 . 33 , and furnished the first of the same on July 2nd , 19 9 8, and the last of the same on August 3 rd, 199 8, and that lienor served its notice to owner on August 7th 1998 by certified mail, return receipt requested. C SUBSCRIBED AND SWORN TO BEFORE ME this M day of 1991, by b id V -re,4,4,j /i� 5 , who is (____) personally known to e; or ( X ) who produced a Plorida Driver's License as identification, and who did take an oath and personally appeared before me. r/ot:daDr,dlts,l.ernJs� N TARY PUBLIC - STATE OF FLORIDA N69.a-//a-G" SoY-o printed Name: My Commission Expires: �~ --Amoy M.ftUa I Caseate Cava Commission No.: 2k MW INN TAW RAN aillaiwci,� 7.5 CONTRACTORS FINAL AFFIDAVIT STATE OF FLORIDA ) ) ss COUNTY OF DUVAL ) BEFORE ME, the undersigned authority, personally appeared ROBY BONTS who, after being by me first duly sworn, deposes and says of his personal knowledge that: (1) He is the Agent and Project Manager of BONTS BUILDING&DESIGN,which does business in the State of Florida, herein after referred to as "Contractor." (2) Pursuant to a contract with PRESTON E.JACKSON and SUSAN B. JACKSON,the Contractor has furnished services and materials for the purpose of improving real property more particularly described as: Lot 2, TIFFANY BY THE SEA, as recorded in Plat Book 46, Pages 94 and 94a, of the current public records of Duval County, Florida. (3) This affidavit is executed in accordance with Section 713.06(3)(c) of the Florida Statutes, for the purpose of obtaining a final payment, after default by Preston E. Jackson and Susan B. Jackson in the amount of$46,473.48 Dollars. (4) All work to be performed under the contract through date of default of the contract by owners due to non-payment by owners to contractor, to-wit: August 4,1 998, has been fully completed and all lienors under the Contractor's direct contract have been paid in full, except for the following listed lienors: AMOUNT DUE OR TO BECOME DUE FOR LABOR, SERVICES OR NAME OF LIENOR MATERIALS T&S Masonry, Inc. $8150.00(total amount in dispute due 540 A 20 Mile Road to $350.00 back charge for error in Ponte Vedra Beach, FL 32083 drilling holes) Ash-Brooke Construction, Inc. $14,004.00(includes$350.00 to re-drill 6501 Arlington Expressway holes and$454.00 C.O.at owners direct Jacksonville, FL 32211 Request of this subcontractor) Liberty Electrical Contractors, Inc. $175.00 P.O. Box 8743 Jacksonville, FL 32239 Foster Plumbing Co. $1120.00 2905 Hodges Blvd. Jacksonville, FL 32224 Signed, sealed and delivered this day of August, 1998. By RO Y BONTS, Bonts Building & Design --Before-me-tie undersigned authority, personally appeared l � , who, is ,personally known to m�or has produced as identific tion this day of u -98 and who (did)(did not) take an oath. NOTARY PUBLIC My Commission Expires: BERNICE E.KRESS ' MY COMMISSION i CC46585{EXPIRES May 21,1999 ^ '. ''1NDED rHRU TROY FAIN WSURANC_F IIC,