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Home My WebLink About1992-06-23 - MinutesMICROFILMEIb MINUTES OF THE MEETING OF THE BOARD OF CONSTRUCTION APPEALS A meeting of the Board of Construction Appeals was held June 23, 1992 in Room 111 at the City Administration Building, Fayetteville, Arkansas. MEMBERS PRESENT: Neal Albright, chairman; Jim Hill, Fred Sherman, and Mike Parsley. Lonnie Meadows was absent. OTHERS PRESENT: Danny Hudson, applicant; Freeman Wood, Inspection Superintendent; and Rosilee Mugley, Senior Permit Clerk. The meeting was called to order at 1:55 p.m. by Neal Albright, chairman. A variance was submitted by Danny Hudson to be able to use lumber for a new house located on lot 13, block 2, Timbercrest subdivision, hwy. 45 east. The lumber would be cut from property owned by Danny Hudson in Newton County. The lumber would be kiln dried before use. Owner plans to occupy the house himself. Mr. Albright asked Mr. Wood to interpret the building code in this situation. Mr. Wood explained that the building code requires that all lumber be stamped with an approved grade stamp but added that he had no objections to the variance as long as the lumber was kiln dried and that the owner did not plan to sell the house but use it as his own personal home. Mr. Hudson was asked why he wanted to cut his own timber. He stated both his father and uncle were in the timber business and they would be cutting the timber but they would have to hire someone to kiln dry the lumber. Mr. Hudson stated it was more economically feasible for him to cut his own lumber. After some discussion on the various grade stamps, Jim Hill made the motion that the variance be granted with the stipulation that a letter be attached to the abstract stating that Mr. Hudson cut and used his own timber and the lumber would be kiln dried and meet the appropriate dimensions. The stipulation also states that Mr. Hudson planned to occupy the home himself. Fred Sherman seconded the motion. Mr. Albright called for a vote. The vote passed unanimously. Meeting adjourned at 2:01 p.m. TO: BOARD OF CONSTRUCTION APPEALS MEMBERS FROM: CITY OF FAYETTEVILLE, ROSILEE MUGLEY, SENIOR INSPECTION CLERK DATE: JUNE 16, 1992 RE: APPEALS MEETING There will be a Construction Board of Appeals meeting Tuesday, June 23, 1992 at 1:30 p.m. in room 111 at the City Administration Building. I have enclosed a copy of the appeal for your review. Hope to see you there. NAME NOTICE OF APPEAL TO BUILDING BOARD OF AJDUSTMENTS AND APPEALS LOnAlh 444r3 ADDRESS 3)41 /Y)a.8 ( „�-' ,3 aci UQGZ*4#710-0-2 1O27o 3 - DATE to -q -9a. HOME PHONE ScA I- 0437 BUSINESS PHONE 7Sb- VV0 ADDRESS OF PROPERTY WHERE VARIANCE REQUESTED: d‘'" /3 i i44,�- 364,e.oJt 0234' 9u� LEGAL DESCRIPTION OF PROPERTY WHERE VARIANCE REQUESTED: 4) /3gem,a, , b c.e...-;' , 4 e. /S t�,- ARIA C�ED-c�,J n- ) frtivudra 1-042-34_, er----1 yam; ALt_ V Q REASONS FOR REQUESTING VARIANCE: 94Q1'44, AtAiNteL jo J a. , , IN ERPRETAnTTION OF BUILDING.{ OFFICIAL APPEALED FROM: c /"�-c5 •r•A �mt- m-/1 lw, b h'i st9- h-1 6y A4 Ia d-. S7i+4-p REASONS DECISION OF BUILDING OFFICIAL SHOULD BE MODIFIED OR REVERSED: NOTE: A fee of $10.00 shall accompany each Building Code provides that the Board shall of Appeal has been received. Section 112.1 of Appeal shall be filed within ninety (90) building official. 4c) ignatu e Notice of Appeal. Section 111.5 of thi meet withing ten (10) days after Notice of the Building Code provides that Notice days after the decision is rendered by the TIMBER CREST • HIGHWAY 45 EAST FAYETTEVILLE I WHAT SCHOOL DISTRICT A. ELEMENTARY ROOT B . JUNIOR HIGH: WOODLAND C. HIGH SCHOOL: FAYETTE- VILLE II. UTILITIES- A. WATER SUPPLY -CITY OF FAYETTEVILLE B. ELECTRIC-OZARKS ELECTRIC C. GAS -ARKANSAS WESTERN Pai. N as* 4s'oe•c 1411.734.. pc I : $ 0 . 8 1 • . 'S •S OLD I ' S • D , f. r i 1115.44.. 1 L n5.4:• It . a g .0 1q ".• SOLD IJ S185.44. .•5.44' W • GAS D . TELEPHONE-SOUTHWESTERN:o BELL E SEWER-FAYETTEVILLE F. TV CABLE -WARNER CABLE TM I . MINIMUM S QUARE FOOTAGE t 2000 sq. ft. of heated area, excluding porches, garages, and breezeways with at least 1500 sq. ft. on the.ground floor. PRICES: LOT BLK 1 LOT BLK 1 1 $26,500 21 $29,500 2 $26,500 22 $29,500 3 $26,500 23 $29,500 4 $26,500 24 $29,500 5 $26,500 25 $29,500 6 $26,500 26 $28,000 1 $28,500 27 $28,000 8 $28,500 28 $28,000 9 $28,500 29 $28,000 10 $28,500 30 $28,000 11 $28,500 31. $28,000 12 $28,500 32 $28,000 13 $28,500 33 $28,000 14 $28,500 34 $28,000 19i $29,500 35 $27,000 20. $29,500 36 $27,000 5 11Y !i rc0.5.• 1 x 1 115.4. 1.1555•.:11.5 1 .2 I 0 • • ,55.40• 5u•44tr'C ▪ Q • I' ....u,11Y/ • . ;Fs 4oft 45 i' I L;.;; ---n 0 al I'. u5✓t:• •I 1 _ ' rc5.44. '.•1 LOT BLK 2 L $29,500 2 $28,500 3 $28,500 4 $28,500 5 $28,500 10 $28,500 ^11 2 500 13 28,500 18 $28,000 19 $28,000 20 $28,000 21 .$28,000 22 $27,500 1 • • • I tywuuu aticbsaa atin rdllcis Plywood Design Specification Supplement 4 - Design & Fabrication of Plywood Sandwich Panels Plywood Design Specification Supplement 5 - Design & Fabrication of All -Plywood Beams Truss Plate Institute, Inc. Design Specifications For Metal Plate Connected Wood Trusses American Wood Preservers Institute: Pole Building Design National Particleboard Association: Particleboard: The Ideal Floor Underlayment 1701.3 Determination of Required Sizes 1701.3.1 All wood structural members shall be of sufficient size to carry the dead and required live loads without exceeding the allowable working stresses as contained in the standards listed in 1701.2.5. 1701.3.2 Where applicable as determined by end use, allowable working stresses may be determined by machine stress rating as approved by the American Lumber Standards Committee. 1701.3.3 Where minimum sizes of lumber members are shown herein, they shall be construed as meaning nominal sizes. Minimum dressed sizes cor- responding to nominal sizes shall conform with the provisions of the American Lumber Standards. 1701.3.4 For convenience, nominal sizes may be shown on the plans. If rough sizes or finished sizes greater or smaller than American Lumber Standard dressed sizes are to be used, computations shall be predicated on such actual sizes, provided they are specified on the plans or in a statement appended thereto. 1701.4 Quality of Materials 1701.4.1 All lumber used for load -supporting purposes, including end -jointed or edge -glued lumber, shall be identified by the grade mark of an approved lumber grading or inspection agency. Grading practices and identification shall be in accordance with rules published by an approved agency. In lieu of a grade mark on the material, a certificate of inspection as to species 400 Standard Building Code/01991 and grade issued by an approved lumber grading or inspection agency may be accepted for precut, remanufactured, or rough -sawn lumber, and for sizes larger than 3 inches nominal thickness. 1701.4.2 Structural glued laminated timber shall be manufactured and identi- fied as required in ANSI/AITC A190.1. 1701.4.3 All plywood when used structurally (including among others that used for siding, roof and wall sheathing, subilooring, diaphragms and built- up members) shall conform to the performance standards for its type in U.S. Product Standard PS 1. Each panel or member shall be identified for grade and glue type by the trademarks of an approved testing and grading agency. Plywood components shall be designed and fabricated in accordance with the applicable standards listed in 1701.2.5 and identified by the trademarks of an approved testing and inspection agency indicating conformance with the applicable standard. In addition, all plywood when permanently exposed in outdoor applications shall be of exterior type, except that plywood roof sheathing exposed to the outdoors on the underside may be interior type bonded with exterior glue. 1701.4.4 Fiberboard for its various uses shall conform to ANSI/ AHA 7 A194.1. Fiberboard sheathing when used structurally shall be so identified by an approved agency as conforming to ANSI/ AHA A194.1. See 811 for wood products used as veneers. 1701.4.5 Particleboard shall conform to ANSI A208.I. Particleboard shall be identified by the grade mark or certificate of inspection issued by an approved agency. 17tH A R 1 Dnrt rlakn. rA floor ,,nAarl...n.an, a Inn nn..! r... Plywood Design Specification Supplement 4 - Design & Fabrication of Plywood Sandwich Panels Plywood Design Specification Supplement 5 - Design & Fabrication of AII-Plywood Beams Truss Plate Institute, Inc. Design Specifications For Metal Plate Connected Wood Trusses American Wood Preservers Institute: Pole Building Design National Particleboard Association: Particleboard: The Ideal Floor Underlayment 1701.3 Determination of Required Sizes 1701.3.1 All wood structural members shall be of sufficient size to carry the dead and required live Toads without exceeding the allowable working stresses as contained in the standards listed in 1701.2.5. 1701.3.2 Where applicable as determined by end use, allowable working stresses may be determined by machine stress rating as approved by the American Lumber Standards Committee. 1701.3.3 Where minimum sizes of lumber members are shown herein, they shall be construed as meaning nominal sizes. Minimum dressed sizes cor- responding to nominal sizes shall conform with the provisions of the American Lumber Standards. 1701.3.4 For convenience, nominal sizes may be shown on the plans. If rough sizes or finished sizes greater or smaller than American Lumber Standard dressed sizes are to be used, computations shall be predicated on such actual sizes, provided they are specified on the plans or in a statement appended thereto. 1701.4 Quality of Materials 1701.4.1 AII lumber used for Toad -supporting purposes, including end -Jointed or edge -glued lumber, shall be identified by the grade mark of an approved lumber grading or inspection agency. Grading practices and identification shall be in accordance with rules published by an approved agency. In lieu of a grade mark on the material, a certificate of inspection as to species 400 Standard Building Code/01991 and grade issued by an approved lumber grading or inspection agency may be accepted for precut, remanufactured, or rough -sawn lumber, and for sizes larger than 3 inches nominal thickness. 1701.4.2 Structural glued laminated timber shall be manufactured and identi- fied as required in ANSI/AITC A190.1. 1701.4.3 All plywood when used structurally (including among others that used for siding, roof and wall sheathing, subflooring, diaphragms and built- up members) shall conform to the performance standards for its type in U.S. Product Standard PS 1. Each panel or member shall be identified for grade and glue type by the trademarks of an approved testing and grading agency. Plywood components shall be designed and fabricated in accordance with the applicable standards listed in 1701.2.5 and identified by the trademarks of an approved testing and inspection agency indicating conformance with the applicable standard. In addition, all plywood when permanently exposed in outdoor applications shall be of exterior type, except that plywood roof sheathing exposed to the outdoors on the underside may be interior type bonded with exterior glue. 7 1701.4.4 Fiberboard for its various uses shall conform to ANSI/AHA A194.I. Fiberboard sheathing when used structurally shall be so identified by an approved agency as conforming to ANSI/AHA A194.1. See 811 for wood products used as veneers. 1701.4.5 Particleboard shall conform to ANSI A208.1. Particleboard shall be identified by the grade mark or certificate of inspection issued by an approved agency.