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HomeMy WebLinkAbout213 W MAIN ST_99-1585___________213 W. MAIN ST City of La Porte 604 W Fairmont Pko: La Porte, Tx 775711 (281)470-5u,/:3 INSPECTION LINE: (281)470-5130 ****ZONING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 07-00001344 Date 3/03/08 Property Address . . . . . . 213 W MAIN ST HCAD Number . . . . . . . . . 023-175-000-0002 Application type description ZONING PERMIT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Property owner . . . . . . . SUAREZ ELENO Owner address . . . . . . . . 1608 3RD ST GALENA PARK TX 775473219 Other struct info . . . . . SIC CODE (ZONING PERMITS) X ---------------------------------------------------------------------------- Permit . . . . . . ZONING PERMIT Additional desc . . SIC8721 EL RANCHO Permit Fee . . . . 50.00 Issue Date . . . . 9/05/07 Valuation . . . . 0 Expiration Date . . 3/03/08 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Special Notes and Comments 1. SIC 8721 EL RANCHERO (ACCOUNTING SERV ICES ONLY) 2. NEW TENANT REQUIRES NEW ZO NING PERMIT TO BE ISSUED. 3. NEED INSPEC TION. 9-6-07 AS PER JAMES LENOIR, ZONING PERMIT PASSED. RELEASED 9-6-07 AT 2:35. CLOSED 9-11-07. VL. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------------------------------------- Permit Fee Total 50.00 50.00 .00 ---------- .00 Grand Total 50.00 50.00 .00 .00 ---------------------------------------------------------------------------- THIS PERMIT BECOMES INVALID WITH ANY CHANGE OF USE, OCCUPANCY, TENANCY OR OWNERSHIP OF THIS BUILDING OR LEASE SPACE. OWNER OR AGENT _DATE ZONING ADMINISTRATOR DATE City of La j;•te P.O. Box T. + ' La Porte, Tx 77572-1115 (281)471-5020 ext 259,286 INSPECTION LINE ****ELECTRICAL PERMIT**** -------------------------------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number . . . . . Alternate Search Method . . Application description . . Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . 99-00001670 213 W MAIN ST 023-175-000-0002 ELECTRICAL ONLY LA PORTE REAL COMMERCIAL COMM - GENERAL 471-9662 Date 11/18/99 Owner Contractor ------------------------ ------------------------ SUAREZ ELENO MOSER ELECTRIC 1608 3RD ST 402 SO. VIRGINIA GALENA PARK TX 775473219 LA PORTE TX 77571 (281) 471-5767 ------------------------------------------------------------------------ Permit . . . . . ELECTRICAL PERMIT Additional desc SERVICE UPGRADE Permit Fee 15.00 Issue Date 11/18/99 Valuation Expiration Date 5/17/00 Qty Unit Charge Per BASE FEE 1.00 10.0000 EA EL - ALL SER/TEMP.POLE/TEMPCUT Fee summary Charged Paid Credited ----------------- ---------- -------- Permit Fee Total 15.00 15.00 .00 Grand Total 15.00 15.00 .00 [I] Extension 5.00 10.00 Due .00 .00 �v a' ag --------- ------------------------------------------------ Signa a of Contractor or Authorized r D to II )g 91 Approved by Building Official or Authorized Agent Date a ..t City of La Porte Established 1892 Building Mechanical *Electrical *Plumbing (• See back of form) Project Address: �l�_r// /erg /N Lot: Subdivision: Owner's Name: Address:- r3 Q R 11/ /y, & s,J Street City Contractor: /%?Stir/2 Address: ImL r / A,11 / .. Street Engineer: Designer: Building Use: City Sq. Footage: Block Phone : H 9 /— 2#61 Zip Phone: # Stories: Valuation: Describe Work: tTri//jai _�� hi^n /lC For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Commercial Buildings Plans Only -Fire Marshal Approval Checked/Approved for Issuance By: Special Conditions Permit No. n_L - 1" 1 Permit Fee Parking requested Date: Date: (attach to actual permit) a..i..a a]/�/ft m• p....Pp COMPLETE THIS PORTION 1. NOTE: MINIMUM CHARGE ON Description ELECTRICAL PERMITS: PERMIT(S) IS $10.00 . Charges No. Fees- PERMIT ISSUE FEE 5.00 1 $ 5.00 Outlets, Fixtures, LightsG Switches (1st 4 - Flat Fee) 2.00 $ Above Items (All Others) . 40 ea. $ Washing Machine 1.00 ea. $ Dryer / Range 2.00 ea. $ Cook Top / Oven / Fan 1.00 ea. $ Oven (Commercial) 5.00 ea. $ A/C, Plug -In Units 2.00 ea. $ Water Heater 2.50 ea. $ Dishwasher / Garbage Disposal 1.00 ea. $ All Services / Temp- Pole / Temp.,Cut-In 10.00 ea. All Meter Units 5.00 ea. $ Reinspection Fee 10.00 ea. $ Re -Connection Fee 5.00 ea. $ 8-Ray Machine 10.00 ea. $ Motion Picture Machine 3.00 ea. $ Incandescent Signs, -Per Circuit 4.00 ea. $ Gas or Vacuum Tube Signs (Per Transformer) 4.00 ea. $ Electric Welder 2.00 ea. $ MOTORS: Up to but not incl. 1/2 HP 1.00 ea., .$ 1/2 HP and less than 2 HP 3.00 ea. $ 2 HP and less than 10 HP 4.00 ea. $ 10 HP and less than 25 HP 5.00 ea. $ 25 HP and less than 100 HP 10.00 ea. - $ 100 HP and less than 150 HP 12.00 ea. $ 150 HP and over, per HP - . 10 ea. $ Permanently connected electric appliances and equipment of any nature not otherwise specified shall be charged as follows: Up to KW, Inclusive .50 ea. $ All over 1'EW to 10 KW 40 RW $ All over 10 EW to 50 ICW 30 RW $ All over 50 KW to 100 EW 20 KW $ All over 100 EW $10.00 PLUS 04 KW $ Total fee $777-6 COMPLETE THIS SECTION FOR PLUMBING PERMITS Description Charges No. Fees PERMIT ISSUING FEE Plbg. Fixtures / Drains / Traps Sewer (New, Repair or Replacement) cesspool Septic Tank / Seepage Pit or Drainfield Water Heater and/or Vent Gas Piping System (1-4 Outlets) Gas Outlets, over 4 (Ea. Outlet) Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment Repair/Alteration - Drainage or Vent Ea. Vacuum Breaker/Backflow Protection Device Installed Subsequent to the Installation of the Piping or Equipment Served Each One (1-5) Each One (Over 5) $10.00 1 $ 10.00 2.50 ea. $ 5.00 ea. g 5.00 ea. $ 10.00 ea. $ 2.50 ea. $ 5.00 $ 1.00 ea. $ 5.00 ea. $ 5.00 ea. $ 2.50 ea. $ 1.50 ea. $ Total fee: $ w Citv of 'La Porte Le �[y OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job'will be accepted` i O %ii 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 to approve the installation. After additions or corrections have been made, call 281-471-9662. For additional information call 281-471-5020, Ext. 259 PRESS HARD - USE BALL POINT PEN City of La Porte --r P.O. Box 1115 •�- La Porte, Tx 77571 (281)471-5020 ext 259,286 INSPECTION LINE: 471-9662 ****BUILDING PERMIT**** ----------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number . Application description . Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . Application valuation . . . . Owner ----------------- SUAREZ ELENO 1608 3RD ST GALENA PARK ------------------- Permit . . . . . . Additional desc . Permit Fee Issue Date Expiration Date . 99-00001585 213 W MAIN ST 023-175-000-0002 MISCELLANEOUS LA PORTE REAL COMMERCIAL COMM - GENERAL 1500 TX 775473219 Contractor -------------- OWNER -------------- BUILDING PERMIT - ROOFING ROOF 20.00 Plan Check Fee 10/28/99 Valuation 4/26/00 Qty Unit Charge Per BASE FEE 1.00 5.0000 THOU BLDG - 1,001 - 50,000 ------------------------------------------------- Special Notes and Comments 1.AS PER ENGINEER DESIGN 2.ANY CHANGES IN THE APPROVED PLANS WILL REQUIRE RESUBNITTAL OF THE CHANGED PLANS PRIOR TO WORK BEING DONE. Fee summary Charged ----------------- ---------- - Permit Fee Total 20.00 Plan Check Total .00 Grand Total 20.00 ((b c2. G -------------------- (SIG URE O (AP ROVED BY Paid Credited 00 00 00 00 00 00 WO 1 �;� r, , CIAL OR AUTHORIZED Date 10/28/99 .00 1500 Extension 15.00 5.00 Due Roo F 1ON0 I DATE .00 .00 .00 ty of La P F ablished 1991 XVR0TR[ OCT 25 1999 Building Mechanical 'Electrical *Plumbing (�nSee back of fora) -?roject Aadress:,o vt i- /V\Cony Lot: I 3 Subdivision: A4 i tor- Block: Owner's Name: (— ( a1 2 SUS (Q Z Phone:�� Address: f— `, Street ^ City Contractor • Address: 'Street Engineer: Designer: Building Use: Valuation:. CJZ� City "7 Phone: /�2 — Zip Sq. Footage: Stories:,/_ Describe Work::i�_ \ For City Use only �p0 p s/-�P� �¢ �80Ft. occupancy type, `Flood Zone Class Work so Ft. —& Construction Type IIse Zon6Z_�4 Stories Parking requested 0/ Commercial Buildings Plans Cray -Fir rsha l pro Dat Checked/Approved Issance By: I uDate: Y2�7 Special Conditionf a n Of _ D Permit No. Permit Fes S (attach to actual permit; (`j 1, jh,8 i11' • i..i'. .... Irx.i<ii :_111i • tif:i)-i1--c:: COMPLETE THIS PORTI__. FOR NOTE: MINIMUM CHARGE ON Description _PERMIT -ISSUE SEE --� _� iV jl-oueleta„' Futures Lights t . 4 ''"Swtiches (lot 4�- Flat Fee) - II i Above Items (All Others) ,1„I .;Washing Machine ., Dryer / Range Cook Top !/ oven / ran amen- (Co®ercial) - _ --K/C, Plug -In Gaits Water Heater Dishwasher / Garbage Disposal All Services / Temp. Pole / Temp. Cut -In All Meter Omits Reinspedtion ree x-Ray Machine Motion Picture Machine Incandesoeat signs, per Circuit Gas or Vacuum Tube Signs (Per Transformer) Electric Welder MOTORS: Dp to but not incl. 1/2 HP 1/2 HP and less than 2 HP 2 HP and less than 10 Hp 10 HP and less than 25 HP 25 HP and less than 100 By 100 HP and less than 150 HP 150 HP and over, per Hp ..TRICAL PERMIT: RMIT(S) IS'$10, f � „( •Charges 5.00� . 40 ea. 1.00 ea. 2.00 ea. 1.00 ea. 5.00 ea. 2.00 ea. 2.50 ea. 1.00 ea. 10.00 ea. 5.00 ea. 10.00 ea. 10.00 ea. 4 Ob ea. 4.00 ea. $ 2.00 ea. $ 1.00 ea. 3.00 4.00 5.00 ea. $ 10.00 ea. $, 12,00 ea. $ . 10 ea. $ permanently connected electric appliances and equipment of any nature not otherwise specified shall be charged as follows: UP to RW, Inclusive 50 ea. $ All over 1 RW to 10 RW 40 RW $ A11 over 10 KW to 50 M 30 ICLJ $ All over 50 RW to 100 KW 20 KW $ All over 100 KW $10.00 PLUS O4'RW $ Total fee $ - - COMPLETE THIS SECTION FOR PLUMBING PERMITS ' :'Description Cha res N V :. �_� ) a. Fees PERMIT ISSUING<E $10.00 ,�� lbg. rixtures / Drains / Traps 2.50 ,1�,>-`\ ea.' \ $ 10.00 Sewer (New, Repair or -,Replacement) .. .._s.,. ,• 5.00 $ Cesspool `-' ''. ea. Septic Tank /',,Seepage Pit or .� 5.00 ea. a $ Drainfield "• " \ \ Natar Heater)and'/or Vent-'� '�i 10.00 ea. $ , Gas Pipinq'tSystda (1-4 outlets)'' " ; s' 2.50 5.00 ea. $ i _Gas•Outlets, over 4 '(Ea. outlet). .. Install 1t:00 ea. $ • ation4,'Alttaiation orb Reeaiz``�� Water Of Piping and/or Water �\ `ea. Treating Equipment Repair/alteration - Drainage or Vent 5.00 5.00 $ Ea. Vacaum Breaker/Baa)iflow Protection ea. $ ' Device Installed Subsequent '-to"the Installation of the Piping or Equipment Seried - '• ' v Each "One , (1-5) 2.50 ea. $ Each One (Over 5) • (1.50 eat 5 'i ANY CHANGES IN THE APPROVED PLANS WILL REQUIRE RESUBMITTAL OF THE CHANGED PLANS PRIOR TO WORK BEING DONE. M/ Registered Professional Engineers Texas #9753 Structural Louisiana #5686 Civil Louisiana #1646 Land Surveyor RLG, INC. CONSULTING ENGINEERS 8415 GLEN VALLEY DRIVE HOUSTON, TEXAS 77061-2336 713-645-7934 24 October 1999 City of LaPorte Public Works Attention: Mr. Harry Smith 2963 N. 23rd Street LaPorte, Texas 77571 Dear Sir, 281-471-5020 ext. 262 On 15 October 1999 I (Robert L. Goodman, PEN9753) inspected an existing 16' x 30' building located at 213 W. Main in LaPorte, Texas. This building is being remodlled by the addition of a sloping wood roof structure for composition shingles. This existing building is concrete fill on metal deck on steel bar joists supported on load bearing masonry walls. No_ structural deficiencies were noted except three concrete blocks on the right rear corner have been displaced and must be reset. The new construction As not adequately anchored to the existing roof. The following additions are required: 1.) Remove or repair the canopy over the rear door. 2.) Anchor the plate of the short stud wall on the east side to the existing concrete roof with ;�" bolts spaced 4 feet maximum on centers. 3.) Connect the plate to the studs and to the top plate with Simpson H4 hurricane ties 24"o.c. 4.) Connect the roof rafters to the top plate with Simpson.H3 hurricane ties 24"o.c. 5.) Anchor the west end of the roof rafters to the plate with Simpson H3 hurricane ties 24"o.c. 6.) Fasten the roof sheathing to the roof rafters. If there are any questions, please 713/645-7934. *oertL. o n, PEk9753 RLG, INC. call me at Construction Management Vessels and Storage Tanks Inspections Expert Witness SIMPS0N SLron�Tie' m.:ouuc µi H6 H7 (H10R similar) f" el e tvt 4 314 ?i#4 H4 U.S. Patent 4,714.372 A^^., U.S. Patents 4,480,941; Canada Patent 1,193,410 62 H5 U.S. Patent 4,714,372 H15 (H15.2 similar) HSEISMIC AND HURRICANE TIES The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to double 2x4 top plates. Double shear nailing allows for higher lateral resistance. The H connector series provides wind and seismic ties for trusses and ratters. H10 and H10R provide uplift and lateral load resistance parallel and perpendicular to the top plates. Optional positive angle nailing connects shear blocking to ratter —use 8d common nails. Slot allows field -bending; bend one time only. The HI attaches over the heel of the fatter or truss directly to the stud below, at pitches from 0:12 to 7:12. The Hl IZ attaches a 3x rafter or ceiling Joist to top plates. MATERIAL: See table FINISH: Galvanized; H10-2, H11Z—Z-MAX. Other models available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6. INSTALLATION: • Use all specified fasteners. See General Notes. • HS24 requires slant nailing only when bottom chord of truss or ratter has no slope. • H1 can be installed with flanges facing outwards (reverse of drawing number 1). When installed Inside a wall, a birdsmouth cut is required. • H2.5, H3, H4, HS and H6 ties are shipped in equal quantities of separate rights and lefts. • Bend the H7 over the top of the truss. Install a minimum of four 8d nails into the truss, including two into the truss side. • Hurricane Ties do not replace solid blocking. CODES: BOCA, ICBO, SBCCI NER-422, NER-393, NER-432; NER-499; Oade Co, FL 97-0107.05; City of L.A. RR 24818 (except HI 1). MNoe1 Be Fasteners Uplift Avg Allowable Loads" Uplift Load with Kill Rai it (133 8 160) To Rafters To Plates Tel Studs Uplift Lateral (133/160) (133) (150) Fr Fa HS24 18 2 -BdxlX 8.8d — 1925 605' 605' 645' 02 — H1 18 6-8dx0f 4.8d — 1958 490 585 485 165 455 H2 18 5-8d — 5-8d 1040 335 335 — 335 H2.5 18 5.8d 5-8d 1300 415 415 150 150 415 H3 18 4-8d 4-8d — 1433 455 455 125 1601 415 H4 20 4.8d 4-8d — 1144 360 360 165 160 360 H5 18 4.8d 4-80 1485 455 465 115 200 455 H6 18 S-8d 8.8d 3983 915 950 650 — H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — I H10 18 8-8dx9f 8.80%K 2967 905 915 585 525 H10R 18 8-8cI 8-Sdx% 2967 905 915 1585 525 — H10.2 18 6.10d 6-10d 2447 760 760 455 395 — H11Z 18 6-16dx2K 6.160 5097 830 830 1525 760 — H15 16 4-10dxt14 4•tOdx 12-10dxlX 6070 1300 1300 480 — H15-2 16 4.10dxlA 4-10dx1K 12-IOdx 6070 1300 1300 480 — — I. Loads have been Increased 33% and 60% for earthquake or wind Watling with no further Increase allowed. 2.Allomble loads am for one anchor. A minimum rafter thickness of 2W must be used when framing anchors are Installed on each side of the joist and on the same side of the plate. 3.Allowdble uplift load for the H4 stud to bonom plate Installation is 360 lbs: 4001bs for H2.5. 4.When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement to resist all such forces should be considered. 5.HS24 allowable loads without slant nailing are 6251bs (uplift), 590 lbs (Fl), 640 lot (F2). 6. Hurricane Ties are shown Installed on the outside of the wall for clarity. Installation on the inside of the wall is acceptable. Far Continuous Load Pam, connections must be on m0 same side of the wall, 1✓e e ^e all o. ;, HS24 U.B. Patents 4,480.941 C ! and 5,503,580 Canada Patent ,o,. 1,193,416 H SNeU RlGNE aSM1C AND TIES F w s c S 0 H2.5 Installation H3 In is a H4' O O Installation 1 H2 Installation (1-12.5 similar) H1 Installation O (see footnote 3) (can eliminate H6 Stud toJ costly rafter notching) Band Joist Installation ; •; F7 F ,,-•a ',.. .• O • H6 Stud . • to Top — •e• Plate 074 © Installation �. • �w • Iz H4 Installation HS Installation 10 1-110 Installation Use a minimum IRISss ofa do mill seeofOI muss0 �Q Qotal low 80 _ i W i5 iet0 14 truss) ? � , ; o • o HS24 Installation z F' 13 F1 H10-2 Hurricane Tie Installations to z. Installation achieve Twice the Load (Top View) Two Ed nails Nof, (H11Z similar) into Pules WALL Eight Ed WALL TOP PLATE ••o uiuinm TOP PLATE studs H7 12 H15 11 Installation Installation 8 Q H GA7 OGUSSET ANGLE NURR/CANE m (D �y Install diagonally Nailing Into both sides of across from each other —a single ply 2x truss may is NEW The HGA10 attaches t0 able trusses ' �t (�1' i 1` for minimum Ph" truss. reuse the wood to split. and provides good lateral wind resistance. MATERIAL: 14 gauge FINISH: Galvanized a=`�r•. per•. e INSTALLATION: • Use all specified fasteners. 30 e See General Notes.h, °:`• ae • The HGA10 can be installed Into wood or concrete block. Install screws into HGA10 F1 the outer holes for concrete block, and �. g the center holes for wood top plates. >" • Screws are provided. a Fasteners Allowable Loads' ° F2 Uplift Miti To Te Avg Uplift Letenl No. Rafters Plates Ult (133/t5of ,•r (188) (100) fy m. HGA10 4•SDSyx1y, 4•SDSyx3 1005 410 410 1000 915 HGA10 4•SDSyxlya 4.3(ettly Titan . — 410 410110001 500 1. Loads have been Increased 33% and 60% for earthquake or wind loading HGA10 with no further Increase allowed. Installation 2. The HGA10 was tested Into masonry using Simpson's Titan screws. to Double Top Plates HGA10 Installed into Concrete Block Registered professional Engineers Texas #9753 Structural Louisiana #5686 Civil Louisiana #1646 Land Surveyor RLG, INC. CONSULTING ENGINEERS 8415 GLEN VALLEY DRIVE HOUSTON, TEXAS 77061-2336 713-645-7934 24 October 1999 City of LaPorte Public Works Attention: Mr. Harry Smith 2963 N. 23rd Street LaPorte, Texas 77571 Dear Sir, 281-471-5020 ext. 262 On 15 October 1999 I (Robert L. Goodman, PEK9753) inspected an existing 16' x 30' building located at 213 W. Main in LaPorte, Texas. This building is being remodlled by the addition of a sloping wood roof structure for composition shingles. This existing building is concrete fill on metal deck on steel bar joists supported on load bearing masonry walls. No structural deficiencies were noted except three concrete blocks on the right rear corner have been displaced and must be reset. The new construction is not adequately anchored to the existing roof. The following additions are required: 1.) Remove or repair the canopy over the rear door. 2.) Anchor the plate of the short stud wall on the east side to the existing concrete roof with ;�" bolts spaced 4 feet maximum on centers. 3.) Connect the plate to the studs and to the top plate with Simpson H4 hurricane ties 24"o.c. 4.) Connect the roof rafters to the top plate with Simpson H3 hurricane ties 24"o.c. 5.) Anchor the west end of the roof rafters to the plate with Simpson H3 hurricane ties 24"o.c. 6.) Fasten the roof sheathing to the roof rafters. If there are any questions, please 713/64 -7 34. Robert L. Goodman, PEA9753 RLG, INC. call me at Construction Management Vessels and Storage Tanks Inspections Expert Witness eN� ROBERT. L. GOODMAh,_:+.E. RLG, INC. CO..0 lr... [NOI..... ADA ACC...A.ILITY COUNSELORS 6415 GLEN VALLEY DR. (713) 645.7934 HOUSTON, TX 77061 FAX (713) 649-3204