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Home My WebLink About12201 N. C ST_09-1317_09-0692__________COMMERCIAL W&S WORK ORDER# DATE NEW ADDMON �Qae�s l�dZ1 v ADDRESS D LEGAL OWNER �e/- _ PH# CONTRACTOR +t p Q W PH# 7 (� - �QQ a s 7 7 DATE ADDRESS REQUEST LI k /z-l9-u � WATER FRONT FT FEES SEWER FRONT FT FEES WATER TAP SEWER TAP FLOOD ZONE PERMIT (required if AE or VE zone) BUILDING PERMIT PLAN REVIEW FEE DRIVEWAY TTE IN FEE PARK LAND FEE - ZONE ELECTRICAL.PERMTT TEMPORARY POWER POLE PLUMBING PERA& MECHANICAL PERMIT. SACPShamUnspecdonsUUMMMMAL INSP SEME'Ihur 06AOc ZONING CLASSIFICATION FLOOD ZONE BLDG PLANS SUBMITTED BLDG PLANS REVIEWED FEES PAID ^ �PERMTT # v o 9 b N/A 1E 00MMIumm• .. gl. 4M pip 0�. . ............... ...... FAXED: T POLE CONST ELEV CERT recv'd if In AEIVE zone) FORM SURVEY If applicable) GROUND PLUMBING PIERS SLAB/FOUNDATION WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) ax cmwk 10-15-017 Na AA4L COVER-UP . WCAWL. /0-A-09 btd"� C-I* 1j_q —0 ct _QAJ LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL. RAJNA_WING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL _11—W [yrn FAXED: ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) FINAL e -5 Ina, 414 IV 01:1 RJ 0"'m F:7m 0 v S:ICPSHARE\INSPECTIONSDIVISION/INSPECTIONS\RES-COML INSP SHEETM05.)IS MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: Address: CUP Project No. Date Project Reproducible Received: �r;r2-yea I y. Date Reproducible is Forwarded to Director for Signature: Date Reproducible is Filed in Drafting Div.: Date Release Form Provided to Inspection Services Div.: 3 - 3o—cci 3- 3)-o9 The site plan for the proposed project has been approved and released by the Planning Department. The project is now eligible for the issuance of construction permit once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORM IN CONSTRUCTION JOB FILE L<_�9 --- cj b cunc!fled n cbK f p tAt Lop/ o F niw � .Pa , h f`a( eP L City of La Porte > 604 W Fairmont Pkwy La Porte, Tx 77571 J (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001317 Date 10/14/09 Property Address . . . . . . 12201 N C ST HCAD Number . . . . . . . . . 024-072-058-0001 Alternate Search Method . . . Application type description ADDN, SCHOOLS/OTHER EDUCATIONAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL RES SINGLE FAMILY Property Zoning . . . . . . . IND - LIGHT Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE HULL & HULL INC PO BOX 1115 2223 KELLEY STREET LA PORTE TX 775721115 HOUSTON TX 77026 (713) 699-2577 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc WIRE FOR NEW ADDITION Sub Contractor WEAVER ELECTRIC Permit Fee . . . . .00 Issue Date . . . . 10/14/09 Valuation . . . . 0 Expiration Date . . 4/12/10 Qty Unit Charge Per Extension 1.00 .0000 EA EL - OUTLETS,SWITCHES (1ST 5) .00 20.00 .0000 EA EL - OUTLETS, SWITCHES (OTHER) .00 1.00 .0000 EA EL - A/C, PLUG-IN UNITS .00 1.00 .0000 EA EL - RE -CONNECTION FEE .00 1.00 .0000 EA EL - 1/2 HP AND UP TO 10 HP .00 ---------------------------------------------------------------------------- Special Notes and Comments T/S: 08/06/2009 01:35 PM PE_VICKIE - 1. CALL FOR INSPECTIONS. FMO DID NOT HAVE ANY COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3.,FURNISH 2 COPIES OF PRE-ENGINEERED P.E. STAMPED METAL BUILDING DRAWINGS PRIOR TO ERECTION. F ---------------------------------------------------------------------------- Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 Approved by ---- ---------------------------------------- n actor or Authori ed Agent Date p lding Official or Autl rized Agent Date PERMIT APPLICATION City of La Porte Established 1892 281-470-5073 Buildine Mechanical 'Electrical ✓ "Plumbing '(See back of form) Project Address: U C Lot Subdivision: Block Owner's City Zip Street City Zip Contractor Email address: Fax Contact Person: Engineer. TRCC registration # on all new Single Family Dwellings or remodels over $10,000-TRCC # Building Use: Valuation: Yl D 000 - Sq. Footage: # Stories Describe Work64fW� t,,� Occupancy Type Flood Zone ' �C1ass' Work Sq. Ft Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance CE: Special Taxes HCAD Residential driveway tie-in fee: Q % Parkland(New Res. Only): Zone # Fee:- Permit No. � � 7 Permit Fce Plan Check Fee: S:K:PShmcVmpecd=\Bid&P=kAppDO /O4i08.doc A COMPLEM THIS SECTION FOR CAL PERMUS:: 1p=Iosat" CHARGE ON � IS $20.DO Dnc6pti= Charses Fees ------------ pERWr ISSUE FEE 5750 OadcLs, Fatmtr, ligbtr & Switches(14 5 Fid fee)S 3.DO AbDVC bM= (All Others) .60 each 7- v Clothes Wasted Drys S 2.DO each — RmW Rwepmdc S 3.D0 each — op cr Oven s 1-50 each Cook Tc— Fx=pUdr S 3.D0 cach 7 AIC.'Wmdaw Umir S 3.75 each — water Heaw Dislzwa 8e Dis�- s 150 each — Meter LDOP & SWV= TS15.00 each wrwy cla-4 Pok) S15.00 ca& S15.C)D each EET S35.00 techRckspocfim Fec MOTORS: Lip to be not incbrfing V, by S 150 each % by andk= d= 10 by S 250 each 10 by &Up tD.50 by S 350 each 50 bp and up S 4.50.eachTow Fee (;DMnXMTEUS SECTION FORPLZMBINGPEKNnS NOT& MUm" CHARGE ON PERMIT(g) IS S20.D0 Few Dcscbp&n charps Quality S15.00 S15-00. S 3.75 each scww (New, Pqxztr, or PJ71a--�) S 750 each Tmwsoq)ap Ph(DTLizL Field S15.00 each Waolsr Eleatcr S 3.75 each Gas piping System (2-4 om*Mjjafcc) S 730 Ch as pVmg SysWm (over 4 maleu-each) S 1-50 carp — bntdjafiom. Aheirmlion or Repair Of Water Piping anwor water S 7.50 each — Trestiog RepaiiYAbecutim - Drain Or Vcml; S 750 each Ea& Vac®m Brelbmsackfbw Plouctim Each Dnb (7-5) S 3.75 each Each one (over 5) s 2z each Reirtspactim Fee S35.00 each TOW PUE* APPI mdc2 112=5ADC m City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001317 Date 9/29/09 Property Address . . . . . . 12201 N C ST HCAD Number . . . . . . . . . 024-072-058-0001 Alternate Search Method . . . Application type description ADDN, SCHOOLS/OTHER EDUCATIONAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL RES SINGLE FAMILY Property Zoning . . . . . . . IND - LIGHT Owner ------------------------ CITY OF LA PORTE PO BOX 1115 LA PORTE TX 775721115 Contractor HULL & HULL INC 2223 KELLEY STREET HOUSTON TX 77026 (713) 699-2577 Other struct info . . . . . FLOOD ZONE X Permit . . . . . . MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor DAVIS AC & HEATING, INC. Permit Fee . . . . .00 Issue Date . . . . 9/29/09 Valuation . . . Expiration Date . . 3/28/10 -------------------------------------------------------------- Special Notes and Comments T/S: 08/06/2009 01:35 PM PE_VICKIE - 1. CALL FOR INSPECTIONS. FMO DID NOT HAVE ANY COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3. FURNISH 2 COPIES OF PRE-ENGINEERED P.E. STAMPED METAL BUILDING DRAWINGS PRIOR TO ERECTION. rNr ---------------------------------------------- Fee summary Charged Paid ----------------- ---------- ---------- Permit Fee Total .00 .00 Grand Total .00 .00 200000 ------------------------ Credited Due -------------------- .00 .00 .00 .00 Siffi}6ture of contractor or authorized agent Approved by Building Official or authorized agent Date Date PERMIT APPLICATION. City Of La Porte Established 1892 281-470-5073 Building Mechanical *Electrical *Plumbing '(See back of form) Project Address: I a 2-0) N- C. S Lot: j p /��//, Contractor Email address: rt • �� /�r s @Jwi s Ar Carr" ax: / ZT 7' Contact Person: Engineer: Building Use: Jc !n p;Z I C I r 56 �n For City Use �y/ Kd # Stories r Sq. Footage: ,, //pp Describe Work: /yC✓ Ux Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: CE: Special Residential driveway tie-in fee: 3 1-1Permit Res. Only): Zone # Fee: Permit No. 9 " Permit Fee 7,1 - D 0 Plan Check Fee: COMPI.F.TF THIS SECTION FOR ELECTRICAI, PERMITS:: NOT 41NIMUM CHARGE ON PERMrr(S) 20.00 Description Charges Quantity Fees rw PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1' 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including %2 hp $ 1.50 each %2 hp and less than 10 hp $ 2.50 each ` 10 hp & up to 50 hp $3.50 each 50 hp and up _< $ 4.50 each ` Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERM[rr(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE Fixtures/Drains/Traps Sewer (New, Repair, or Replacement) Septic Tank/Seepage Pit/Drain Field Water Heater Gas Piping System (1-4 outlets, flat fee) Gas Piping System (over 4 outlets -each) Installation, Alteration or Repair of Water Piping and/or Water $15.00 $15.00 $ 3.75 each $ 7.50 each $15.00 each $ 3.75 each $ 7.50 $ 1.50 each Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total SACity Planning Shere\441NSPECn0NS DIVISIONVnspxdons\Bldg Pemut AppLdoc City of La Porte 604 W Fairmont Pkwy, 1 „-. La Porte, Tx 77571 .1 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00001317 Date 8/10/09 Property Address . . . . . . 12201 N C ST HCAD Number . . . . . . . . . 024-072-058-0001 Application type description ADDN, SCHOOLS/OTHER EDUCATIONAL I Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . REAL RES SINGLE FAMILY Property,Zoning . . . . . . . IND - LIGHT Application valuation . . . . 200000 Owner Contractor ------------------------ CITY OF LA PORTE ------------------------ HULL & HULL INC PO BOX 1115 2223 KELLEY STREET LA PORTE TX 775721115 HOUSTON TX 77026 (713) 699-2577 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . BUSINESS -- Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL ADD ON Additional desc . . NEW ADDITION OF CLASSROOM Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 8/10/09 Valuation . . . . 200000 Expiration Date . . 2/06/10 ---------------------------------------------------------------------------- ,,; Special Notes and Comments T/S: 08/06/2009 01:35 PM PE_VICKIE - 1. CALL FOR INSPECTIONS. FMO DID NOT HAVE ANY COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES -ATTACHED-.i_ - 3. FURNISH 2 COPIES OF PRE-ENGINEERED';=1 P.E. STAMPED METAL BUILDING DRAWINGS - ~.PRIOR TO ERECTION. / F -- ---------------- --------------------------------------------------------- Fee summary Charged Paid Credited Due --- ----------------- Permit Fee Total ---------------------------------------- .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 - Grand Total .00 .00 .00 .00 )0 )0 T` -- (SIGNATURE OF CONTRACTOR OR AUTHORI DA}pGpENTT)) DATE (APPROVED BY BUILDING OFFICIAL OR A HOI2I:ZED AGENT) DATE 0� - '0 nay ?/6W'? �'- . 0 p pERNIIT APPLICATION EGEUVFAty of La Porte DEC 1 5 2003 281-470-5073 Established 1892 Building 4i<< Mechanical 'Electrical 'Plumbin¢ *(See bark of form) Project Address: I Z 2 0 t N ,' sG r S+ , Lot: / 7- 3 Subdivision:_-T-;;-, n. o f La f e r% Block: Owner's Name: C L" art- La,Lw ae- Phone: �-$-/ - 4 7 / - S'O Address: �004 (A), '77 Street L city Zip _ Contractor: I / U L L ,i 4 U LL - Phone: '113 (09 99 - 0-4Address: a d kei U, R y 4Us*nr l -Fk. / / 0Z � Street J City U1c.1nVfr - e comGAs+, Ne-t:- Contractor Email address: .2/ Fax: Engineer; zip Contact Person: 15 IL.C- fl V L. L,.,, �r113 — T4.5— So60 J► TRCC registration # on WI new Single Family Dwellings or remodels over $10,000 TRCC # Building User Sq, Footage: / k a # Stories Valuation: 02dpo K, Describe Work: �J6aJ 4a6-V 0;2n � •• ,. - For City Use 1 Occupancy Type_ Flood Zone_ ri oN �r se Zone TypeJK- ae Last use Commercial Buildings Plans my -Fire Marshal Checked/Approved for Issuance r ALL Class WoritcJiO&*— Sq. F1•-aILU # Stories_ -/_Parking Re Plan Check Fee: s:tcPsnWrev ur • PPoo1,O60 AW O1(oZ i � 1• � 1 __ i � .• 1 J t •.. .. f1i,� - . City of La Porte 604 West Fairmont Parkway, La Porte, Texas 77571 Items to be bid and or specifications For Project: Fire Training Facility Classroom Expansion 12201 North C Street La Porte, Texas MODI IED %OPY TOTHECITytj1RLAL TO THECHAI d E EVVE -' DEC 19 2�8 B1 General Work Scope Proiect: Fire Training Facility Classroom Expansion 12201 North "C" Street La Porte, Texas Provide labor and materials for construction of ar36'--0_z 60'-0 p ion to the " 7. existing building at 12201 North C Street. Notice to Bidders Sealed bids, in duplicate, signed by an officer of the company, addressed to Susan Kelly, Purchasing Manager at 2913 North 23rd Street, La Porte, Texas 77571 bids will be received until 1:00 p.m., October 24, 2008 for the construction of: Fire Training Facility Classroom Expansion 12201 North "C" Street La Porte, Texas The owners reserve the right to reject any and all bids. iECF2V8= IDEC 19 2W8 BY, Items To Be Bid and or Specs The work includes but is not necessarily limited to the following and items to be done in conjunction with items described below. All phase of construction to be done in accordance with industry standards and 2006 IBC Building Code. Also, refer to prints dated: 12/12/08. 2160 Sq. Ft. Buildine 1.0 Fill Material 1.1 2' select fill compacted to a minimum 95% of the maximum dry density as determined by the standard proctor density test (ASTM D 698-91). 2.0 Foundation 2.1 2160 Sq. Ft. foundation. 2.2. 5" Slab. 2.3 4000 psi Concrete. 2.4 #4 grade 60 rebar, 12" o.c both ways. 2.5 15 mil poly vapor barrier, Stego wrap vapor barrier or equal. 2.6 Construct slab with a 1-3/4" sheeting ledge. 2.7 Construct an 8'-0" x 5'-6" (edge of existing driveway) concrete pad from exterior double doors to existing drive. 2.8 New foundation to be dowelled to existing foundation with #5 dowell, 12" o.c. 3.0 Buildine 3.1 2160 Sq. Ft. pre-engineered metal building. Bidder to design pre- engineered metal building to the minimum codes as required by the city of La Porte and specs list. 3.2 Type and Size Tapered beam frame. One on Twelve roof slope. Width 36 ft. Length 60 ft. Eave height 15'-3", contractor to field verify eave height. Three bays each 20 ft. bay spacing. Girts to be flush, bypass not allowed, on sidewall or endwall. Endwalls to be bearing frames. 3.3 Design Loads Live Load 20 Ibs, not reducible. 'ECEIVE DEC 19 308 BY:--�_ 4.0 Wind Load 120 mph. Building code 2006 IBC Building Code. Mechanical load 5 lbs. per Sq.'Ft. Air handler load at peak at 400 lb. (100 lb. each tie point) Storm exposure " C". Deflection Roof L/ standard "D". Perlin L/240 for air handler. Wall panels L/240. Girts L/240. Endwall column L/240. Frame lateral 11/120. Frame vertical L/240. 3.4 General Specifications. Base Angle (galvanized). Structural paint, red oxide primer. First girt to be 3' 9" from finish floor. X-brace south most bay on east sidewall. X-bracing not allowed on West wall. 3.5 Roof panels shall be continuous from ridge to eave. Wall panels shall be continuous from 1-1/4" below the finish floor to the roofline. A die -formed closure strip shall be installed at rake trim. Rake trim and eave trim to lap minimum 3", all other trim to lap a minimum 1". 3.6 Roof and walls profile 26 gauge `R' panel (PBR), factory painted Galvalume with a minimum 20 year limited finish warranty. Galvalume panels are in conformance with ASTM A792, grade 80 30 year, coating class AZ55. 3.7 Flashing; metal closures, trim and other miscellaneous uses shall be 26 gauge steel factory painted. 3.8 Sealant for roof side laps, end laps, and flashing shall be gray, pressure sensitive, 100 percent solids, butyl based continuous tape. Width of the tape sealant shall be a minimum 1" while the thickness shall be a minimum 3/32". 3.9 A closed cell, chemically cross linked, polyethylene, die formed closure strip shall be provided for installation at the eave and the rake of the building. All closure strips shall be formed to accommodate the appropriate panels inside or outside face, as required. 3.10 All hot rolled structural shapes used in building fabrications shall conform to ASTH A36. 3.11 Insulation; 4" WMPV50 insulation on roof and walls. 3.12 Screws; Long life fasteners. Electrical 4.1 Electrical service is 3-phase 480v. 'ECEIVE P_�� DEC 19 2W8 BY:_ M11 6.0 7.0 4.2 Provide for new electrical panel. 4.3 Ceiling fans, retractable projection screen, overhead projector by others including installation. Contractor to provide electrical piping, wiring and junction boxes as needed. 4.4 Provide conduit for data lines per drawing E-1. 4.5 Provide ceiling hung lighting for 2' x 4' fixture with 4-T8 lamps (2GT8432AI2VOLT1/4-GEB10I or equal) 4.6 Lighting fixtures to be at 10'-0" for future lay in ceiling. 4.7 Provide outlets as per drawing E-1. 4.8 Existing electrical conduit on east wall to be removed. 4.9 Existing entry light and flood light on East wall to be removed. 4.10 Exterior lights to be 175 watt metal halide to be Lumark #MH-WL- 175W-MT or equal. 4.11 Flood light to be 250 watt metal halide to be Lumark #MH-WR-65-S- 250W-MT-LL or equal. 4.12 A/C unit to be 7.5 ton 480/230V 3 phase unit. HVAC 5.1 7.5 ton ac unit see drawing M-1. 5.2 Unit hung with 3/8 rod from roof perlins. 5.3 See drawing A-3 detail for attaching to purlin. 5.4 Ducts to have 1" interior insulation. 5.5 Duct hangers 22 gauge solid strap spaced maximum of 8' apart. Doors 6.1 Install one (1) new 6070 18 ga. galvanized exterior door with polystyrene core (Premmer or equal), one leaf inactive. Inactive leaf to have recessed slide bolts. Door frame to be 16 ga. Door hinges to be stainless steel with ball bearings with non removable pin. Finish to be U32D. Operating leaf to have a Yale 7100 panic device with lever AU626 in a U32D finish. 6.2 (1) Remove existing window and install 18ga interior door with poly- styrene core (Premier or equal). Door frame to be 16ga. Door hinges to be stainless steel with ball bearings with non -removable pin. Finish is to be U32D. Door is to have Yale 7100 panic device with lever AU626 in a U32D finish. 6.3 Replace existing 3070 exterior door on East wall with 3070 polystyrene core interior 18ga door. Door frame to be 16 ga. Door hinges to be stainless steel with ball bearings with non -removable pin. Finish to be U32D. Door to have Yale 7100 panic device with lever AU626 in a U32D finish. Windows DEC 19 2008 BY:____— 7.1 3040 vertical slide, double glass. 7.2 New windows to have mini blinds. 7.3 Mini -blinds to be Hunter Douglas or Levolor 8.0 Miscellaneous 8.1 Paint all four interior plaster and gypsum walls with two coats PPG pitt-glazed epoxy w/ a part A and part B Semigloss converter and one coat PPG seal -grip primer. 8.2 Walls with 20 ga. metal studs at 16" o.c to 10'-0" with 5/8" type'X' Drywall. Use 2 framing screws at each end of stud. Drywall screws to be 12" o.c. 8.3 Exterior wall of existing building to remain. 8.4 Future lay in option at 10'-0". 8.5 1" x 4" clear poplar chair rail with routed edge to attach to 2" x 4" x 24" yellow pine boards attached to metal Full length of east and south wall. The chair rail to be attached with 2 screws at each stud. (See detail A34) 8.6 4" Roppe rubber base to be installed on all walls. 8.7 Wall across entire north wall to 8'-0" with wall board to be U.S. Marketboard #UMWB4896-14 or equal, applied with wallboard adhesive with full skim with notched trowel. 8.8 Apply two coats oil based enamel with one coat primer on chair rail and two finish coats on doors. Bid Alternate: 1.0 3" K-13 insulation in lieu of 4" WMPV50 insulation. 2.0 10' Drop ceiling with Donn grid 15/16" white with Celotex HHF-197 2X4 high humidity white tile or equal with un-faced R-19 2X4 fiberglass insulation. Note: If drop ceiling is accepted include 2' x 2' HV lay -ins using start collar with damper, 8" flex, R-6 insulation installed per S.M.A.C.N.A. in lieu of 12" x 10" grills. 3.0 Replace 4 overhead door openers with Lift -Master 850 H50'/z HP. ECiF_0V E 6 DEC 19 20�a BY:------ J COMMERCIAL c a f �..T Frr`e Trs1�v� AN REVIEW COVER SH K9 FAcI/r (IN RN4I IISEc- �A Glasscoor� EKPgNS�eN iy ;/DDRESS: /a .20/ /. G s �-• jDWNER'S NAME: G eYr of G A ioazntt, DRO ICT TYPE: ' NEW: ADDN: ✓ y HCAD#: 02 - o - = o 0o HTE LOC#: FLOOD ZONE: /N SUB/DATE RETURNED A use& 3 . i 1 • a1 o� rn=��pphcable o Demo, Addn, or Remodel) R�� /I etD (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) v (If yes, permit cannot be issued.) yes, figurefees. 5.i i ' "�a=�uli1Y��•LYY_NI 4 1. CURRENT INSURANCE CERT. (if applicable) OK / — 9 - o q -- io : a z Gaaw- ptj� cr� ;z-r 0e, m , 19 . o R SACPShwe\➢'SP LY1519AAInsp•cuunc ML PLAN REVIEW COVER SHEETAOC Rev."08 3 -a q R` `i " 3 °'te .a o�ago+.p .r ^tom^«. - n a F•n0 INSPF;lTION SERVICES a r` BUTT -AG PERMIT CHECKLIST (COMMERCIAL) Job Address: /off d o 1 C ST HCAD#: D a2 7 %a� �%�d f Owner Name: v 0' - L • t� Flood Zone / Type of Work: New Remodel Addition ✓ Date Received in Inspections: f/o? — _� 0 Legal Description: % 3 Z B�� lOsB �rNm C 0 Zoning: Allowable Use? Y OR N Street/Alley Closing Action? Ord. #s: Complet d accurate construction drawings (all phases) are e of the most important steps in completing yo roject. They will be used to cost out the ' , get estimates from any subcontractors, sh details in legal documents, and to tain necessary permits. V1 ents Survey of Property (SBC 104.2.5) Yes or No Certified Site Plan to Scale dicating: (Dev Ordinance 1444)Yes or No (If required by PI ng Departm t) (Appendix E) • North Arrow (Dev Ordinance 1444)Yes or No (Appendix E) • All existing & oposed construction 1444) Yes or No dix E) • All require building setback lines nance 1444) Yes or No dix E) • Utility asements/Alleys, Streets (show f applicable) \(Ddnance inance 1444)) Yes or No dix E) • Dis ce for proposedstructure to property' ance 1444) Yes or No E) `Inspections Division Building Permit Checklist Page 2 Yes or No 11116.•— IT. mwgl�� pax - _ (State Law) Aes or No (State Law) or No :• �trtlettlra} Fraiuin' >^1 — (State Law) Yes or No (State Law) Yes or No ., (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) (State Law) Yes Yes or or No No SACPShwe\INSPECTION DI VISIONunspectionsOl ft P Checklist ComlMat08doc 4 CRI ERCIAL PLAN REVIEW OTES 1. Minimum six-inch (6") stud walls shall be required where drain, waste WV - horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs o etal) shall be required for new construction and additions (additions of square t for both residential and non-residential construction where DWV plumbing is in ed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease space/building. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings. 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-10:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. SACPSh=\INSPECTION DIVISION\InspWions\COMMERCIAL PLAN REVIEW NOTES 8/08doc O�0 70, :f 11 IV. APPLICABLE CODES Adopted November 17 2007• Effective January 01, 2008: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL PLUMBING CODE (IPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2006 INTERNATIONAL FUEL GAS CODE (IFGC) 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) 2006 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) Adopted March 24 2608• Effective April 8, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S:\CPSb=\INSPECTION DIVISIONVnspectiOa \P sidcntial COnstmction Pwkct\APPLICABLE CODES.dx R". 3-08 Page 1 of 1 Huber, Mark 1 From: McPhail, Reagan .%Sent: Monday, January 26, 2009 3:24 PM To: Huber, Mark Cc: Ladd, Donald; Mark Follis(mfollis@follisconstruction.com) Subject: City of La Porte Fire Training Facility - Classroom Addition Attachment's: Inspection plan reviewjan09-1.pdf; Inspection Plan reviewjan09-2.pdf Mark, After review of your comments it appears there are only a few items that could impact the bid process. ✓ 3 & 4) planstspecifications have been sent for review QQ� 09) uilding is not to be sprinkled rt, ✓ 11) mop sink is not in this scope of work, the Fire Department may choose to add at a later date. 12) ' our initial pre -design meeting you stated the structural required an engineers seal whereas the electrical mechanical does not. S,000 13) An asbestos survey is not necessary — the wall is cfru painted block ,/ 15) will have Follis review comment Note. You said, "a more extensive plan review will be needed & performed when adequate drawings are received" Are the remaining submitted plans and specifications ok for bid purposes? j p Reagan 1 /27/2009 0 X2.11%c _ ,_ ! _ _v / __ II J r j 1 r____ ________ � _ r - 1'7 I rWQ )- WLQ2--L - 7 r - L i : ' __7T -I , ' H 1 1 I. /'may Lti±_± TUIITJITII _ __ IX. AB Project Reprint Confirmation Page Page 1 of 1 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Tuesday, January 27,2009 EABPRJA9807418 PERSON FILING FORM Name: Bill Winning Phone: 281-922-0700 Person Address: 11555 BeamerSuite 500, Houston, Tx 77089 Ras Number: 00000022 Project Name: La Porte Fire Training Facility Addition Project Address: Fire Training Facility 12201 N "C" Street LaPorte, TX 77571 County: Harris TENANT Contact Name: Phone: Contact Address: BUILDING/FACILITY Name: Fire Training Facility FACILITY Owner: City of La Porte Phone: 281-470-5065 Owner Address: 604 W Fairmont Parkway, La Porte, TX 77571 Contact Name: Reagan Mc Phail Phone: Contact Address: DESIGN FIRM Name: Follis Construction Phone: 281.471-6881 Firm Address: 111 N Broadway, La Porte, TX 77571 Designer Name: Mark Follis Type of License: Other License Number: PROJECT DESCRIPTION Start Date: 0312009 Completion date: 09/2009 Estimated Cost: $150.000.00 Type of Work: Additions to Existing Building Type of Funds: This project involves public funds, public land, or is a state lease. State Lease No. : Scope of Work: 2100 sf classroom addition to the existing building, pre-engineered metal building Does this building(s) have more than one level? No Are there any elevators, escalators, or platform lifts In this building? No Are there any boiler In this building? No This AB Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accordance with the Texas Administrative Code Chapter 68, Rule 66.51. If TDLR will be performing the review or Inspection services, see Rule 68.80. If a RAS will be performing the review or inspection services, please contact the RAS as they set and collect their own fees, see RU 11825• In accordance with Rule 68,52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspection shall be made by completing the Request for Inspection form and submitting it no later than 30 calendar days after the completion of construction. ;, ..- *_ --' _.— .. . ; _,Registe--r Another PiojecC�� `;;;__' : !PrinfTtiis_Page "�:: Top of Pagel TDLR Home PaeeJAB Home Page JAB Project Registration Pagel Feedback Click BACK to go to Previous Page http://www.l icense. state.tx.uslABProj ectRegistrationOnl inelABProj ectPrintConfirmationG... 6/ 19/2009 n INNING 0 d C 1WAY SERVICES MAR 1 1 Z�09 PLAN REVIEWS - INSPECTIONS BUILDING CODE - ACCESSIBILITY - ENERGY - FIRE City of La Porte 604 W Fairmont Pakrway LaPorte, TX 77571 Attn: Reagan Mc Phail Re: La Porte Fire Training Facility Addition Fire Training Facility 12201 N "C" Street La Porte, TX 77571 PLAN REVIEW - COMPLETED Dear Reagan Mc Phail: P.O. Box 750953 Houston, TX 77275 , Office: (281) 922-0700 Pager: (281) 278-1833 Toll Free: (866) 922-7260 E-Mail: bill@winningway.net PLAN REVIEW - COMPLETED Transmittal Letter 2/16/2009 EABPRJ A9807418 09-01220026 Enclosed are the results of the plan review completed on the referenced facility. Identified on the report are areas of nonconformance with accessibility standards adopted by the Texas Department of Licensing and Regulation for purposes of ensuring compliance with Texas Government Code, Chapter 469. Although deficiencies may have been noted, the referenced project may be eligible for inspection approval if constructed in accordance with the Texas Accessibility Standards. Items which are the responsibility of the owner should be referred to the appropriate person for action. The building or facility owner must request an inspection from the Department, or Winning Way Services, Inc. no later than thirty (30) days after the completion of construction. If the completion date provided on the Project Registration Form is no longer correct, notify this office (in writing) of the revised completion date as soon as possible. This determination does not address applicability of the Americans with Disabilities Act (ADA), (P.L. 101-336), or any other local, state, or federal requirement For information on the ADA, call the ADA Hotline, (800) 949-4232 or the United States Department of Justice at (202) 514-0301. Please reference the TDLR assigned project number in all future correspondence pertaining to this project. Respectfully, William T. Winning I Registered Accessibi st 922 TDLR - Architectural Barriers 4 rVA 4eea �� _Ll��o -tee- �r, ! 4arr s Tr1u�T CC: Follis Construction 111 N Broadway LaPorte, TX 77571 Attn: Mark Follis WINNING 'WAY .,SERVICES PLAN REVIEWS -INSPECTIONS BUILDING CODE - ACCESSIBILITY - ENERGY - FIRE PLAN REVIEW REPORT P.O. Box 750953 Houston, TX 77089 Office: (281) 922-0700 Pager: (281) 278-1833 Toll Free: (866)922-7260 E-Mail: bill@winningway.net (The following report identifies defeciencies with the Texas Accessibility Standards (TAS)]. (All items noted as "Unacceptable" must be corrected to comply with the Architectural Barriers Act, Texas Government Code, Chapter 469) Facility: Fire Training Facility AB No.: A9807418 Scoping: 4.1.5 Accessible Buildings: Additions. Date: February 04, 2009 Project: La Porte Fire Training Facility Addition Reviewer: William T. Winning III - CBO Address: 12201 N "C" Street Designer: Follis Construction City, St., Zip: La Porte, TX 77571 Owner: City of La Porte PLAN REVIEW: La Porte Fire Training Facility Addition 2100 sf classroom addition to the exising building, pre-engineered metal building. O UNACCEPTABLE Ruling: Unacceptable Observation: drawings provided do not indicate the accessible parking, associated access aisle and accessible route to the builing. The interior elements requiring compliance shll be the drinking fountains and the restsrooms, which also shall be compliant and details were not provided. TAS Reference: 4. Accessible Elements and Spaces: Scope and Technical Reference 4.1 Minimum Requirements. ]TM-4, 5, 16] 4.1.5 Accessible Buildings: Additions. Each addition to an existing building or facility shall be regarded as an alteration. Each space or element added to the existing building or facility shall comply with the applicable provisions of 4.1.1 to 4.1.3, Minimum Requirements (for New Construction) and the applicable technical specifications of 4.2 through 4.35 and sections 5 through 10. Each addition that affects or could affect the usability of an area containing a,primary function shall comply with 4.1.6(2). A9807418 Winning Way Services Page 1 of 2 End of Report A9807418 Winning Way Services Page 2 of 2 COMcheck Software Version 3.4.2 Envelope Compliance Certificate 2006 IECC Report Date: 02/17/09 Data filename: u:\\LaPorte Fire Training Classroom Addition - 01-28-2009.cck Section 1: Project Information Project Tide: Fire Training Facility Classroom Expansion Construction Site: 12201 North C Street La Porte, TX 77571 Owner/Agent: Susan Kell City of Le Porte 2913 North 23rd La Porte, TX 77571 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Heating Degree Days (base 65 degrees F): 1550 Cooling Degree Days (base 50 degrees F): 7026 Project Type: . New Construction Vertical Glazing I Well Area Pct.: 1% Police/Fire Station _ 2160 Section 3: Requirements Checklist Designer/Contractor: Follis Construction 111 N Broadway La Porte, TX T7571 281.471-6881 Envelope PASSES: Design 4 % better than code. Climate -Specific Requirements: Component Name/Description Gross Area Cavity Cont Proposed Budget or Perimeter R-Value, R-Value U-Factor U-Factor Roof 1: Metal Building, Screw Down 2160 0.0 19.0 0.051 0.065 Exterior Wall 1: Metal Building Wall 1968 13.0 0.0 0.113 0.113 Window 1: Metal Frame:Double Pane, Clear, SHGC 0.80 24 — — 1.200 0.750 Door 1: Insulated Metal, Swinging Floor 1: Slab-On-Grade:Unheated 42 — — 0.600 0.700 132 — — — — (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material Installed In accordance with the manufacturer's installation Instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values& U-factors labeled as certified. r-1 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and In a manner that achieves the rated R-value without compressing the insulation. ❑ 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 6. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. Fire Training Facility Classroom Expansion Page 1 of 9 8. Recessed lighting fixtures are: Q) Type IC rated and sealed or gasketed; or III) Installed inside an appropriate air -fight assembly with a 0.5 Inch clearance from combustible materials and with 3Inches clearance from insulation material. Note: Vapor retarder not required in this location. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, spedfications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the ma` at�oryrequirements In the Requirements Cheddist. Name - Title Signature Date Fire Training Facility Classroom Expansion Page 2 of 9 i �(CONIcheck Software Version 3.4.2 l Lighting Compliance Certificate 2006 IECC Report Date: 02117/09 Data filename: u:\\LaPorte Fire Training Classroom Addition - 01-28-2009.cck Section 1: Project Information Project Title: Fire Training Facility Classroom Expansion Construction Site: 12201 North C Street La Porte, TX 77571 Owner/Agent: Susan Kelly City of La Porte 2913 North 23rd La Porte, TX 77571 Section 2: General Information Building Use Description by Activity Type Project Type: New Construction AdMW Tvoelsl Floor Area Police/Fire Station 2160 Section 3: Requirements Checklist Interior Lighting: 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 2160 2124 YES Designer/Contractor: Follls Construction 111 N Broadway La Porte, TX 77571 281-071-6881 Exterior Lighting: ❑ 2. Efficacy greater than 45 lumensM. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. 3. Comply with Sections 505.2.4 and 505.6 of IECC 2006 and attach documentation. Controls, Switching, and Wiring: 4. Independent controls for each space (switchloccupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously Illuminated. Lighting In stairways or corridors that are elements of the means of egress. o 5. Master switch at entry to hoteVmotel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminalre In space; An occupant -sensing device controls the area; The area Is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. O 8. Automatic lighting shutoff control In bulldings larger than 5,000 sq.ft. Fire Training Facility Classroom Expansion Page 3 of 9 Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting Intended for 24 hour use. ❑ 10.Tandem wired one -lamp and three -lamp ballasted luminaires (No singieaamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement The proposed Iighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements CheGAist. William T Winning III Name - Me Signature Date Fire Training Facility Classroom Expansion Page 4 of 9 1 6 COMcheck Software Version 3.4.2 �(l Lighting Application Worksheet 2006 IECC Report Date: - Data filename: u:\\LaPorte Fire Training Classroom Addition - 01-28-2009.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) Police/Fire Station 2160 1 2160 Total Allowed Watts = 2160 Section 2: Actual Lighting Power Calculation A Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast B C D E Lampsl 0 of Fixture (C X D) Fixture Fixtures Watt. '!�ollcdFtreiStffilon (2160 sq:ft:) ...:..........�.:.,..;�.Y..,:.....,,.,..,. Linear Fluorescent 1. a. 2x4 lay -in 4 t8 bulbs / 48" T8 32W (Super T8) / Electronic 4 18 118 2124 Total Actual Watts = 2124 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts Is greater than or equal to zero, the building complies. Total Allowed Watts = 2160 Total Actual Watts = 2124 Project Compliance = 36 Lighting e• Fire Training Facility Classroom Expansion Page 5 of 9 _) COMcheck Software Version 3.4.2 Mechanical Compliance Certificate 2006 IECC Report Date: 02/17/09 Data filename: 0\LaPorte Fire Training Classroom Addition - 01-28-2009.cck Section 1: Project Information Project Title: Fire Training Facility Classroom Expansion Construction Site: Owner/Agent: Designer/Contractor: 12201 North C Street Susan Kelly Follis Construction La Porte, TX 77571 City of La Porte 111 N Broadway 2913 North 23rd La Porte, TX 77571 La Porte, TX 77571 281-471-Ml Section 2: General Information Building Location (for weather data): -La Porte, Texas Climate Zone: 2a Heating Degree Days (base 65 degrees F): 1550 Cooling Degree Days (base 50 degrees F): 7026 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type a Description 1 HVAC System 1: Cooling: Split System, Capacity >=90 - <135 kBbA, Air -Cooled Condenser / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Equipment minimum efficiency: Split System: 10.3 EER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to most loads Exception: Standby equipment automatically oft when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control deuce per system ❑ 4. Minimum one humidity control device per Installed humidification/dehumidification system 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day dock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum 7. R-5 supply and return air duct Insulation In unconditioned spaces R-8 supply and return air duct Insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with Interior and exterior temperature difference not exceeding 15 degrees F. - Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at static pressures less than 2 Inches w.g. pressure classification Fire Training Facility Classroom Expansion Page 6 of 9 o 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 9. Duds sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics 10. Hot water pipe Insulation: 1 In. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe Insulation: 1 In. for pipes 4=1.5In. and 1.51n. for pipes >1.5 In. Steam pipe Insulation: 1.5 in. for pipes <=1.51n. and 3In. for pipes >1.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 degrees F - Exception: Fluid not heated or cooled - Exception: Runouts <4 it In length ❑ 11.0peration and maintenance manual provided to building owner 12. Balancing devices provided in accordance with IMC 603.15 13. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings - Exception: Gravity dampers acceptable In buildings <3 stories - Exception: Gravity dampers acceptable In systems with outside or exhaust air flow rates less than 300 rim where dampers are Interlocked with fan 14. Stair and elevator shaft vents are equipped with motorized dampers ' Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2006 IECC requirements In COMcheck Version 3.4.2 and to comply with the mandatory requirements in the Requirements Checklist. William T Winning III Name - Title Signature Date Fire Training Facility Classroom Expansion rage r or a COMcheck Software Version 3.4.2 Mechanical Requirements Description 2006 IECC Report Date: Data filename: u:\\LaPorte Fire Training Classroom Addition - 01-28-2009.cck The following list provides more detailed descriptions of the requirements In Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment Is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 10.3 EER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling bads for the building must be determined using procedures In the ASHRAE Handbook of Fundamentals oc or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated bads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system Is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed If they are provided with controls to sequence operation of the units as the load Increases or decreases. 3. Each heating or cooling system serving a single zone must have Its own temperature control device. 4. Each humidification system must have Its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteds:a) capable of setting back temperature to 55 degrees F during healing and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant ovenided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h)'or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor4r flow to the minimum required levels. 7. Air ducts must be Insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces Include attics, crawl spaces, unheated basements, and unheated gareges.b) Supply and return air ducts and plenums must be Insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 Insulation is required only between the dud and the building exterior. - Exception: Dud Insulation is not required on duds located within equipment Exception: Dud insulation Is not required when the design temperature difference between the interior and exterior of the dud or plenum does not exceed 15 degrees F. - Exception: Continuously welded and locking -type longitudinal joints and seams on duds operating at static pressures less than 2 Inches w.g. pressure dassifiwbOn. 8. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting duds to fans and other air distribution equipment, Including multiple -zone terminal units. 9. All joints, longitudinal and transverse seams, and connections In ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled In accordance with UL 181A and shall be marked '181 A-Pfor pressure sensitive tape;181 A-M' for mastic or'181 A-H' for heat -sensitive tape. Tapes and mastics used to seat flexible air dudsand flexible air connectors shall comply with UL 181 B and shalt be marked '181 B-FX for pressure -sensitive tape or181 B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal duds. 10. All pipes serving space -conditioning systems must be Insulated as follows: Hot water piping for heating systems: 1 In. for pipes <=1 1f24n. nominal diameter 21n. for pipes >1 1/2-In. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 In. Fire Training Facility Classroom Expansion Page 8 of 9 Insulation for pipes <=1 124n. nominal diameter 1 12 In. insulation for pipes >1 12-In. nominal diameter. Steam piping: 1 12 in. Insulation for pipes <=1 124n. nominal diameter 3 In. insulation for pipes >1 124n. nominal diameter. - Exception: Pipe insulation is not required for factory -Installed piping within HVAC equipment. Exception: Pipe Insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe Insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that Includes at least the following Information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field -determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commented) complete narrative of how each system is Intended to operate. 12. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices Include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 13. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building wamwp, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 chmlft2 at 1.0 In w.g. when tested in accordance with AMCA Standard 500. Exception: Gravity (non -motorized) dampers are acceptable in buildings less than three stories In height - Exception: Systems with a design outside air Intake or exhaust capacity of 300 cfm (140 Us) or less that are equipped with motor operateddampers that open and dose when the unit is energized and de -energized, respectively. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and Interlocked to open as required by fire and snake detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: - Gravity (ran -motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. Fire Training Facility Classroom Expansion Page 9 of 9 W-9. Request for Taxpayer Give form to the' Form Ow. N° bsr 20M Identification Number and Certification requester' °o not Deg m aerT,,,,n. send to the IRS. r j Name (Y shown on your I m. t- return) $ WINNING WAY SERVICES, INC fl B,nhws rams, a tlCWr44om abut fi peak opOroPdate boc 0 ® corporation ❑ P inershp ❑ Othw 0. .................. ❑ tecsv p proprietor Address (mrnbor, street, and apt or suss rc.) Raqusdees erns -d address ppewup 666 PO BOX 750953 City, stft end LP code HOUSTON, TEXAS 77275-0953 List w=rd magwid ten (optional) Enter your TIN In the appropriate box. The TIN provided must match the rams Shen on line 1 to mold Est aaoatb m°'mer backup wltinhcidng. For bndviduala, We Is your social security number ISM. Howmar, for a resident der n, ads proprfvior, or disregarded entity, see the Part I Instructions on page 3. For other entitba, fi b - - yom employer Identification number (EIN). It you do not have a number, see How to get a 7IN on page 3. or Note. if the account b In more than one name, see the chart on page 4 for ilddeanes on whose Employer tdentiaoation number number to enter. halals l 3lal`t Cale Under penalties of perjury, I udly that 1. 'The number shown on this form Is my correct taxpayer Identification number (or I an wal tg for a number to be Issued to me), and 2. 1 am not subject to beckup wMlalmrp because: (a) I am exempt from backup withholding, or (b) I have not been notified by the lotemsi Revenue Service ORS) that I an subleet to backup whhhdd ing as a'result of a faaure to report at Interest or dividend., or (a) the IRS has notified me that I am no longer subject to backup withholding, and 3. 1 am a U.S. person Qnciud ing a U.S. reskent alleq. Certification instructions. You must cross oul Item 2 above It you have been notified by the IRS that you are currently "ad to backup withhddhg because you have failed to report ati Interest and dlNidands on your tax return. For real estate transactions, Item 2 does not apply. For mortgage Interest paid, acquisition a abandonment of secured property, cancellation of debt contributions to an Individual retirement arrangement ORA). and generally. payments other than Interest and dlvldands, you we not required to sign the CertNbatbn,.but you must provide your correct TIN. (See the Instructions on page 4.) SIgnahus Here I U.S. pereao ► - ' Dee 10 OJt Purpose of Form A person who Is required to file an Information wl the IRS, must obtain your correct taxpayer IdentiOcallo (TIN to report, for example, Income paid to you. real estate transactions, mortgage Interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. US. person Use Form W-9 only if you are a U.S. person (Including a resident alien). to provide your correct TIN to the person requesting 9 (the requester) and, when applicable, to: 1. Certify that the TIN you are giving Is correct (or you we waiting for a number to be lasued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding If you are a U.S. exempt payee. In 3 above, If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership Income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively contacted Income. Note. if a requester gives you a form other than Form W-9 to request your TIN, you must use the requester's form If it Is substantially strntier to this Form W-9. For federal tax purposes, you are considered a person if you e An individual who Is a citizen or resident of the United States, e A partnership, corporation, company, or association created or organized In the United States or under the laws of the United States, or e Any estate (other than a foreign estate) or bust. See Regulations sections 301.7701.5(e) and 7(a) for additional Information. Special rules for partnerships. Partnerships that conduct a trade or business In the United States are generally required to pay a withholding tax on any foreign partners' share of tnwme from such business. Further, In certain cases where a Form W-9 has not been received, a partnership Is required to presume that a partner 13 a foreign pawn, and pay the withholding tax. Therefore, If you are a U.S. person that Is a partner In a partnership conducting a trade or business In the United Steles, provide Form W-9 to the partnership to establish your U.S: status and avoid withholding on your share of partnership Income. The person who gives Form W-9 to the partnership for purposes of establishing Its U.S. status and avoiding withholding on Its allocable share of net Income from the partrershlp conducting a trade or business In the United States Is In the following cases: e The U.S. owner of a disregarded entity and not the entity, are: Oct No. IW31X Farm - (Rev. ti-20054 Page 1 of 1 Huber, Mark From: Huber, Mark Sent: Tuesday, January 27, 2009 11:41 AM To: McPhail, Reagan Cc: Huber, Mark Subject: RE: City of La Porte Fire Training Facility - Classroom Addition I have reviewed your comments and respond as follows: % . 9. If the building is not to be sprinklered, then indicate so on the drawings and correct on cover page of drawings. 12. Since I have never been provided with the square footage of the existing building , it is difficult to cover all issues until you actually receive construction documents to review. In this case the proposed classroom is shown to be 2,160 square feet. If the total square footage of the building will be 5,000 square feet or over after adding in the additional 2,160 square feet, the Engineer Sealed drawings are required on the MEP as well as structural. If under 5,000 square feet MEP seals would not be required. I am unable to answer your last question. We in the Inspection Division look at construction drawings for compliance with ordinances, codes,state laws and not bidding purposes. Mark From: McPhail, Reagan Sent: Monday, January 26, 2009 3:24 PM To: Huber, Mark Cc: Ladd, Donald; Mark Follis (mfollis@follisconstrucUon.mm) Subject: City of La Porte Fire Training Facility - Classroom Addition Mark, After review of your comments it appears there are only a few items that could impact the bid process. 3 & 4) plans/specifications have been sent for review 12) in our initial pre -design meeting you stated the structural required an engineers seal whereas the electrical and mechanical does not. 13)•An•asbestos'survey,is-notnecessary= tRe wall,is•cmu-painted block? 15) will have Follis review comment Note. You said, 'a more extensive plan review will be needed & performed when adequate drawings are received' Are the remaining submitted plans and specifications ok for bid purposes? Reagan 1/27/2009 CITY OF LAPORTE PLANNING DEPARTMENT 604 WEST FAIRMONT PKWY. LA PORTE, TX 77571 PHONE: 281-471-5020 FAX: 281-470-5005 LETTER OF TRANSMITTAL To: Masood Malik Date: 12/19/08 Debbie Wilmore Donald Ladd Project Number: Attn: RE: La Porte Fire Training Facility Classroom Routing: Addition We Are Sending You: ❑ Shop Drawings ❑ Original Drawings ❑x Prints 0 Specifications ❑ Reports ❑ Contracts Number Remarks These are Transmitted: ❑ As Requested ❑ For Your Use ❑ For Your Signature Q For Review & Comment 0 For Your Approval would like your comments by 1/5/09. Donald please review with the Fire Marshall. Distribution: are not as Reagan McPhail us at once. ECEOVE DEC 19 2MB EY: I � O 5' p � . �} _ - _ . , �II - __ � �i - � � _. _� -- � �-1 �� _ _ . _ �� r Huber, Mark From: Wilmore, Debbie Sent: Tuesday, July 22, 2008 8:29 AM To: Huber, Mark Subject: FW: Building Quote Attachments: Document.pdf IJ Document.pdf (3 MB) Please review & reply back to Reagan. Thanks, Debbie -----Original Message ----- From: McPhail, Reagan Sent: Tuesday, July 22, 2008 8:28 AM To: Wilmore, Debbie Subject: FW: Building Quote Deb, this building is the proposed classroom addition to the old EMS at the Fire Training Facility...... please review the attached proposal for City Code compliance. Thanks Reagan -----Original Message ----- From: CARRIE.SCHAFER (mailto:Carrie.Schafer@whirlwindsteel.com] Sent: Tuesday, July 22, 2008 7:56 AM To: McPhail, Reagan Subject: Building Quote Please open the attached document. This document was digitally sent to you using an HP Digital Sending device. To view this document you need to use the Adobe Acrobat Reader. For more information on the HP MFP Digital Sending Software or a free copy of the Acrobat reader please visit: http://www.hp.com/go/HP_Digital_Sender_Module.com Huber, Mark From: Huber, Mark Sent: Tuesday, July 22, 2008 1:22 PM To: McPhail, Reagan Cc: Huber, Mark; Menager, Dwayne; Wilmore, Debbie Subject: FW: Building Quote Attachments: Document.pdf Document. pdf (3 MB) Reagan, 1. Page 2 indicates the building is only designed to 110 mph wind load. This building is required by code to be designed to 120 mph wind load for buildings in La Porte. 2. Pay close attention to exclusions on page 2. Foundation design services (engineered) are not included but are required to obtain a permit. 3. Can't comment on insulation, suggest checking with 3rd party energy code provider to see if adequate to comply with required energy code requirements. 4. Additional construction drawings will be required for build out and to determine full code compliance, since Whirlwind only provides a " shell only " building ( FYI ) 5. FYI , all drawings from Whirlwind must be sealed by a State of Texas P E. 6. We will need two sets of construction drawings when submitted for permit review ,along with a floor plan of all existing and proposed construction. This list is not intended as a complete list of permit requirements. If I can be of further assistance , please let me know. -----Original Message ----- From: Wilmore, Debbie - Sent: Tuesday, July 22, 2008 8:29 AM To: Huber,. Mark Subject: FW: Building Quote Please review & reply back to Reagan. Thanks, Debbie -----Original Message ----- From: McPhail, Reagan Sent: Tuesday, July 22, 2008 8:28 AM To: Wilmore, Debbie Subject: FW: Building Quote Deb, this building is the proposed classroom addition to the old EMS at the Fire Training Facility...... please review the attached proposal for City Code compliance. Thanks Reagan -----Original Message ----- From: CARRIE.SCHAFER [mailto:Carrie.Schafer@whirlwindsteel.com) Sent: Tuesday, July 22, 2008 7:56 AM To: McPhail, Reagan Subject: Building Quote 1 Please open the attached --- ment. This document was digitoY�y sent to you using an HP Digital Sending device. .Y To view this document you need to use the Adobe Acrobat Reader. For more information on the HP MFP Digital Sending Software or a free copy of the Acrobat reader please visit: http://www.hp.com/go/HP_Digital_Sender_Module.com 2 a WHIRLWIND STEEL BUILDINGS, INC. W H I R LW I N D PO Box75M, Hoeston, TX 7rM-528018734 Hannon Rd /77075) � M R (Phone)713.946.7140II(Fax) W SJ USWATS800.324.9992 �, ... WWWWH/RLW/NDSTEILCOM PAGE 1 OF 16 JOB NO. Lu _ Name RF.AGA.V McPHA11. w 0 0 Quotation No. Sine! Address Estimate No. I i Date Roe. P.O. Box Salesman SC077'HOHARD Date Req. City, State,Zip Type of Quote ❑ Plans and Specs ❑ Plans and W W Stds. ® Sketch and W W Stds. ❑ Verbal ❑ Budget Attention REAGAN Phone No. (281) 470-5065 Ext. Buyer Reference No. Fax Sales Tax Info. ❑ Taxable ® Exempt (Provide Certificate) Mobile Phone No. Reference: Pager No. MBMA Code: e-mail MCPHAILR(a'Cf. LA-PORTE.IXUS U) 2 W C CY W ®Approval ❑Waived ❑Hot Shot ❑ Quickshot ® UL580, Class 90 ❑Calculations ❑Factory Mutual ❑ Letter of Certification © 2 Sets of Sealed Drawings for the State of TX ® 2 Sets of Approval Drawings © 3 Sets of Construction Drawings ® 2 Sets of Erection Drawings, Additional Non -Sealed Sets @ $25 per set. Additional Sealed Sets @ $75 per set consent to receiving faxes. 0 u. Y W- m _ Inside City Limit? ®Yes ❑No JOSSITE NAME FTF CI.ASSROMM FACILITY JobsiteAddress Cry, State, Z p LA PORTF, TV - 1 °' ' County IIARRIS Buyer Requested Shipping Date FINAL OWNER ContactI Ma9irg Address If contract is cancelled, buyer shall pay any drafdnglenglneering services completed before cancellation. City, State, Zip 0 ? W. v LENDER County Contact Phone Ext. Mailing Address Fax City, State, Zip General Contractor Contact Phone Ext. Mailing Address Fax City, State, Zip SURETY County Contact Phone Ext. Mailing Address Fax City, State, Zip Erector Phone Ext. Contact Fax Malfing Address Payment Bond # _ (Copy of bond must be attached) City, State, Zip County Term requested: ❑ Open ® COD ❑ Other Are you supplying materials only on this job? ❑ Yes [—]No Phone Ext. Has or will a notice of commence be filed? ❑Yes ❑ No (if yes, please provide information by fax transmission.) Fax FOR OFFICE USE ONLY wvr.mi wnizooi gr '-Vl _e �/! 'a"'� D•W tith! Nr'I\ PAGE c? OF /8 JOB NO. CITY. TYPE ROOF WIDTH LENGTH SAVE NO. BAY SPACING END FRAMES ADDITIONAL INFORMATION in CITY. HEIGHT BAYS BF MF 2 I .SSRI- 1 74:12 36 60 1 17-91// 1,2 18/21 1 ? LIGHT I-RANIES 0 _J m Lean -To Common -Wall: ❑Open❑Sheeted Building Code IRC Edition _ 20-06 Use Classification Category IjrBuilding End Use CLASSROOM Collateral Load 3 PSF for (Glsr-jjTS/C'E/L/ME�,'F�Sprinkler Load �PSF Roof Live Load 20 PSF ® Reducible ❑ Non -Reducible Ground Snow Load 0 PSF Importance Factor I. %: Exposure Thermal Factor I c Roof Snow Load 0 PSF Are there any structures within 20-foot proximity of the building? ®Yes FjNo If "Yes', please provide a general plot plan showing orientation and the following information: Width 50 Length 00 Eave Ht. 16 Separation 0 Roof Slope I Ridge Orientation .IZAME Wind Load 110 MPH Importance Factor 1.15 Exposure 8 Wind Condition: ®Enclosed []Open []Partially Enclosed Within 100 Miles of Hurricane Ocean Line ©Yes QNo pSeismic Zone (li0i, Seismic Importance Factor Z Seismic Hazard Exposure Group 11-. Effective Peak Velocity Related Acceleration (Av)<_,. Effective Peak Acceleration (Aa) r`I `L- U" .._.. tl? Seismic Use Group / Site Class �_ (Default: D; by local authority or specification: E or F; with seated letter: A. B or C) W Q Spectral Response Acceleration @ 0.2 sec. (Ss) I D,_-_ Spectral Response Acceleration @ 1.0 sec. (S1)_ Deflection Requirements [ 1 Whidwind SId.Apecial Deflection Criteria (SEE SERVICEABILITY HANDOUT FOR MORE INFORMATION) Roof Panel U Pudins U ;Aqt, Wall Panel U Girls L/ �/ Endwall Columns U Frames Lateral Hi Frames Vertical U .%� 4�' Are spandrel beams used for lateral support of other types of wall construction? ❑ Yes ©No ❑ N/A Does the and use of ;he building require any special design considerations? ❑Yes (If -Yes', please explain below) ®No Additional Loads: ❑ Crane Loads ❑ Mezzanine Loads (If checked, attach appropriate data shoat and locate on sketch) = N Standard Red Oxide ❑X Frame ® Pudins / Girts ❑x EfW Framing ❑X Jambs I Headers ❑ Runway Pregalvanized ❑ Pudins / Girls ❑ E1W Framing ❑ Jambs I Headers _ N' Hot -Dip Galvanized ❑ Frame ❑ Pudins I Girls ❑ ENV Framing ❑ Jambs 1 Headers ❑ Runway .J Nore (Black) ❑ Frame ❑ Pudins / Girls ❑ E/W Framing ❑ Jambs / Headers ❑ Runway r j Special (Describe) ❑ frame ❑ Pudins / Gins ❑ E/W Framing ❑ Jambs I Headers ❑ Runway Sill Condition ©Angle ❑Gin ❑Channel (❑Red Oxide x❑Pregal anized) ❑Base Panel Suppon Trim (❑ While ❑Bronze)1@26 Ca. Base Trim O Well Column Base Elevation: ® At Finish Floor ❑ ' Abovei8elow Finish Floor (Sketch Required) Shim plates are not included ZInterior Column Base Elevation: ®At Finish Floor❑ ' AboveBelow Finish Floor (Sketch Required) Shim plates are not included Sidewall B: ❑ By -Pass [7� Flush ❑ Tapered Cal. 0Straight Cols. Z Z Sktewall D: ❑ By -Pass ® Flush ❑ Tapered Col. ® Straight Cols. d Endwall A: © Flush ❑ By -Pass ❑ Rafter Only ❑ Main Frame Only 2a Endwall C: ® Flush ❑ By -Pass ❑ Rafter Only ❑ Main Frame Orly ' Maximum endwail column spacing to be 20'.O' unless noted otherwise. EXCLUSIONS: ANI 11 )R BOLTS, FOUNDATION DESIGN SERVICES, ERECTION LABOR, FINFI) GLASS a o w WINDOWS I0 oz c a mi-XI e+snom INITIAL Li L b�HIRL PAGE OF JOB NO. GAUGE PROFILE FINISH TRIM FASTEN ERS(OPTiONS INSULATION �r C :23 ❑Super Span ❑SSX ❑ GAL VALUME0 Q 26 ga ❑ 24 ga Long Life ❑ Stnls ❑ None n iK 24 ❑SS -II ❑SS -Plus OWL-16 ❑ White Specify Eave Trim 8 Colors ❑ Self -Tap 14-10 x 1 BY Cost [@By WIN f" ❑ ._ ❑ wl Spacer ❑ w/o Spacer M Color © Gutters ®Self -Drill 12-14 x 1.1/4 Thickness --- J"_, IZ M Low Clips ❑ High Clips ❑ 25 Yr. M 30 Yr. ❑ Shadow Eave ❑ Type_ VR}� q ❑ Fixed Iiii Floating ❑ KYNAR 500® Rake ❑ Wire Mesh Z A {�c 28 ❑ Super Span 91 SSX ❑GALVALUMEe F) 28 ga ❑24 ga E) Long Life ❑Stnis ❑None Fr W L ll 24 ElLow Rib ❑ White Specify Colors []Self -Tap 14-10 x 1 ❑ By Cost ©By W QL i�❑Monarch INColor Corner ®Bali -Drill 12-14x 1-114 Thickness 310 U ❑ ❑ 25 Yr. J@30 Yr. Accessory ___ Cl_ Type rR y ❑ KYNAR 5008 Downspouts ❑ Wire Mesh {{ F� 1. Oil -canning of standing seam root panels is to be expected and is not a cause for rejection. i fir+- 2. This project may include buyout items or special order materials. Although Whirlwind will do everything possible to ensure that shipment of tE �x these items conespo ids with delivery of Whirlwind material, Whirlwind will not accept back charges for untimely delivery of these products. CITY. DESCRIPTION QTY. DESCRIPTION 3070 ❑ M❑G ❑LV Walk Door wfstd. Hdwe. ❑ White []Bronze 2 3 W x 4 H Framed Opening For: GLS R/0 W x H Framed Opening For: 4070 ❑M❑G ❑LV Walk Dos w/std. Hdwe. ❑ White ❑Gray W x H Framed Opening For: 6070 ®M❑G❑LV Walk Door w/std. Hdwe. Z White ❑Bronze } ❑Key Alike ❑x Closer ®Panic Device []Dead Boll ElWeatherstrip 8 oz. Translucent Panels ❑ Roof ❑1-11-580, Class 90 ❑ Walls (Locate) Vents 020" Circular ❑9"x10'-0" Ridge ❑Low Profile❑Prevent 24R W ❑Adjustable Damper ❑Fixed Open ❑GALVALUMEO ❑White W x H Louver ❑Fixed [IAdj. Color: X Slimline Windows ❑ 1070 ❑ 2060 ❑2070 W x H Top Hung Slide Door ❑S91 ❑ Dbl 0 0 Horizontal Slide Windows 03030 1713040 04030 05030 ❑6030 ❑ Vertical Slide ❑3040 ❑ `uu Window Options: Glass El Clear []Obscure ❑Insulated []Gray Tinted Finish ails ❑Bronze ❑wl Framed Opening L) Eave Canopy Projection x___Long ❑wio Soffit❑wl Soffit —Profile ❑Rat Dnspt❑Pig Spout Eave Canopy projection x long []w/o Soffit❑w/ Soffit —Profile ❑Ret Dnspt ❑ Pig Spout Below Eave Canopy_ Pro). x Long ❑w/o Soffit❑wl Soffit — Profile Clearance: Below Eave Canopy Proj.x Lang❑wio Soffit❑wl Soffit — Profile Clearance: I Gable Overhang Projection x Long ❑w/o Soffit ❑w! Soffit — Profile F-- Cable Overhang Projection x Long ❑ w!o Soffit ❑ wl Soffit — Profile s Linear Feet Wall Liner x_ High Profits _ ❑wio Trim Owl Thin —Color Linear Feet Transverse Wall Partition x High Sheeted One Side With: Linear Feet Longitudinal Wall Partition x�..--._ High Sheeted One Side With:_-____--_ OPEN WALLS BRACING Sidewali (B) _Long x __High Open Pon _ _ Z "X" []Special []Whirlwind Option Sidewali (D)Sb +/_ Long x. OF High Open For. ! FLASH TQF.XISTItYG ®"X"❑Special ❑ Whirlwind Option Endwise (A) _Long x High ©Ew Cols❑Stub Cols Open For: ❑ "X" ❑Whirlwind Option Endwall (C) _„__Long z High ©Ew CoICSlub Cots Open For: ❑ "X" ❑ Whirlwind Option ItUICI)ING WILL FLASH INTO FYLVThVG BRICK HVILDING. WW TO POR ME COUNTF, R FLASHI.VG AT HIGH tt� SIDFWALL.WRIGLETLSBY01'ifER,S. S t' ` i2 i CG ww-zat etel2007 INITIAL • • PAGE q OF 10 \� JOB NO. GENERAL CONDITIONS OF CONTRACT I. DEFINITIONS:TN'llUm ltl.011 na NallapOYWlMVCmvaAd "BeLLER" Means WMRwInt Steel Nual mJs Inc.. Yarshend Bmkmg Sys:ems. Whp MM Sol Compmems PO Box 75280, Hoch m, T%. ]T234528' •BELLEN GROVP-- Means SELLER and 4a pareal, SUMOSM, and aff"hd Wnpangs. SELLER a maymmaaor] and all other pans who gwhom SELLER E. A mnI..! unip l'Mtn lee acep:gn olBVYEN)entl La and ell of@av olficer4 dvainra, empbyee]. open.], upnar.MAAedAIPMA Invrlme. NnRCMe. sutXNlrNlpf.aM lee 9Va"on, of pat pan "BUYER" � Moans Dmm entry, the an reprt w'ata esenby the auW1.dJf,Wrs en Ida—pnMr, of hoe Carlmq. "BUYER GROUP' - Means BUYER, Bny perry dymlrg an exnenMD'•^e•asl 1 Me Bwdmp and As And em, raim. parent, sundiodas and.10med .,A.. arm ila rm 'Y MY, all of M., He "d "'Many. dweClara, ampbye , apM{y, eesgm, "I'Ma"Winmes MAYI.FAH, Up.1aadpn aid IN suG pu W sad Meha s. fewas B"-Memetee cream devpndd Mat, Mail .m A, and Semm under In Contract. "Carl-'Bensthe confect lea.. BUYER ar4 SFL LFR n Yal SELLER epreee on, to del 11M.lo arm do. Pere 5'v a Bm<irq W BUYER No Ne agreed Bet PnCO. "DN Mrge'- Moans eL aPa.. pal arl hmah ch Mar mywrq., all Andwr Fell Pena, Mal Wcuttgns arm AbOw epee?iWB".'n Move Iry SELLER MN relermce to in. Bu'errq. 'Scheduling Notice Means Me written ralratbn of almaremat laoncaBOn and Shipment sales omvgnd by SELLER to BUYER NIae har!ca"on.1". Bu'Mirq. "MBMA" Metal Bush AS Menulxlums Aeadvand m. IMO Soma Ave. Oeveand Ohio 441152851. "Prey is Manman - Means tna docu'. coc5mrfq SELLER Sande. Womb end SphMEAMA,A "Add'onel Feaa" - Mooreasks toes, da va'mam Al VAT a Bny offer Wes, ,nar"Anda, Ireaamnaaon cMryea, Stared" cnafgas, 0ulldinq derma Marts, perbmN. de", ad ool paynml donee or Y,.,F "riven 2. PRICE: T. Ends adyaMe 0y BUYER OEM W as eM bin m the on.,, Me attepama deal W Nis Conlntl Unless o'mvnse wed on me General tN Plate Oaas : mdWB Bny AddaaMl Fear, In Me ey.WAMO1 SELLER ..A liable for any Mc laveal FNf I maminp ME Comex, :net BUYER a6rpas to NNa (I Monday bey AAx AdMrowl Fees. AS (r) hair. SELLER for IM1e mat d A.. Addewnel Fees. Rbas Am vela fN Maven (15) mbMer pays eIftm the data Ne Contract u suameted b Beer Im A.,.,-, 1 TAXES: Thar Cusldmer h rn0.bnmak f"r prying enY arm atl pWs sewn Y. W0.M.nd30mOlOrv6pr:Matt prod Are may de'mDOxd m Ns dantraG ivy my and ah arang a'vlMhaa, V/M. iwdcbg me C 1. WMrIwiM.,'I um all avai:eSa manna' m an ecempno oral Me opladgale as,n aBM on shaman date, as Phil by the our ..We onw . Heanal theme ahee.AnI Noss Fix hillx .ACurter MAamount n dud on INS denntl.be Co..., agrees r lee anderaoa M", aleany as ee':.ccYenwlrvlrrrr4: apmB] .o rase any eacesa a. !nal was erro.roda7 Mattered A . PAYMERTICREBITTERMS: AAawU.due SELLER F,d,trn CMWaAr Alall Fe dW..nd papda m Unit. SW. MARWASt SELLER-s Mrttf in Pa... He al Count' True U.S A wil 0-1 An vnMroNvq OF any marl Payment in Asa br mnt2ct vau0 of ml arm eddRvlel lees µ0 M due And MO. upon Mach aapmgnt, Fit µrpnml is delayed el rwuest of BUYER, uAm OXw to make shema l he Ina avert Me: COMU Terms Salary to Me Fee l of in0 PW—fro have C-Ad'L a' Chiral terms µal N determined A, SELLER'( Civil 08punmmL Payment Iamb.11 yp aMlea on Are lace of le. inw,ce. If BUYER WYs •a make InTeral st rtmmanm mU hirers o1 We Col IN urlpaN Islands, ., N so*. to A Anam;o Mager of My maximum legal non-usunws rote MOW to e#r unpeia Meal Farmer, SELLER reserves the adwaW NEA 0 d"smideme Imno'shpmenl of hoe Buid'ng IF BUYER under per C-MA1 or any "Per Comm. steam BUYER and SELLER until p.,—N as erase or ah:il SELLER r..,.Aad. lee MMOSnma of pMarmnw from BUYER .,.el. 1a SELLER. MIna�rent SELLER punuee19 Fatal ramedrea to mlactamounative eMoarq Aa 01a Cphaval, SELLER snail re.rhoses. rewrtr eM eM ell male aormaxa lea wln Mcn'egel renedM] pAxm BUYER, iMludinp but not Ivelad b, ib.mareya fees. SELLER reserves Me rl W tlntle hoe aelrvaaebs under this Comma rnb eeeaMre sidpmenU min to irwgm for auµ µderma in BUYER sapnary, m rill. qse eaµ ehrpmanl µel be IMan:M a sapareW Cgn•JM aaelacl to me farms and cone lion ee11Mh hems and anneert merino! mall We bus a armrdmee with arm, AM mNi., d MB Cenlracl. Then sNY N no atammas, av mider, An doauc!ims by BUYER. S PRICE ESCALATION: 0laarufrolr d the Bublrp n dell for my maser andar , dN not IeNed le, And repmn of Me BUYER or M Fop Metal br a mlan'nOs prod of 11rM (TWO pMMu days w mnm,!N Buidbrg emu Me audl W reptN6 by SELLER A mhc wy Increases m heal shear male.& min sang wet Mamma.. and normal fri margins on hiµ ncmews. all of.bath BUYER agraea to pay. 6. FABRICATION AND SHIPMENT. UrNis olNlwire soled eaehhhem Nrein, IN Bull shell p dalvarea W BUYER A..10fram SELLERa ad.,rlaled.manuaMnrp CAdq BUYER µa61q rospmaoN for mats fawn on vAirl'a QWAo GOF,. 1pnmandelrpensa ofInna,malbn. Risk d bed An dannal shall pass W BUYER Wpm uvnaxamn OI baring onto BUYER'S InnepMeden vµkN and BUYER µall pone. defend, inOemmfy and add SELLER harmless from arm apaiml any loss or "serape IS :M Burdl RECLal FEE OF VtNETHER SUCH LOSS OH DAMAGE IS CAU BED OR CONTRIBUTED TO By THE NEGLIGENCE (INCLUDING ACTD E. Pal SOLE, JOINT. CONCURRENT OR GROSS NEGLIGENCE) OF ANY MEMBER OF SELLER GROUP ON ANY OTHER FAULT ATTRIBUTABLE TO ANY MEMBER OF SELLER GROUP, INCLUDING STRICT LIABILITY BUYER Or. ands dnNary of Me Budas10 when lervaed by SELLER and MI pmunage. suMdy, dlbaarrq of mhos wars mmle2 wM Fry oBlay a M,U, mp Md,W ry of lne Buudvq shall N Name by BUYER SELLER Lull use nes OWO epees to xcwnrmdale SUER -a rpuwWd snipprng dANY, LAW! .11 u.1 N W and FV From, oleos m.nex, Fadmalon and WhIpps, Amex, specified In SELLER'A SMedum, I'Ll we approx'nlele m nardee SELLER Met not p resporyrMe M eelayBO oirett µlpmanl of meteredIs by N N Peet' supp'gn. II sn p.'nanf OqN Bladem, n moved at BUYER'S Hit eal Irian BUYER Shot Lere arm —ale tar 'aft swo aderso .who the storage ofIM BUMF, so for an, wpSSary revrom"Marren tam Bularg Am to wear arm tear am".m stage and BUYER.. Eo-F,aad At Ne art,:ralry xnmwaA snipping dale 1, BUILDING WARRANTIES: SELLER warns to BUYER Moat the Busanp.11Nmnaabn!And, SELLER, cunml 0esipc aw spauGealrme, unbar oNorx'se nays. And mniwm, w Man 1MtomM1Imel tolcerms, to MBMA St.'. e, as mMNea Oypro, a!aMas and ap]ufraaws embear d in the SEL.ER'A Prmutl Manual. arm., I p ens ramna heo d seleC] in wwkrmnµrp Iw a peed of om Itl year Irom Ire tla:a of Bureuq µlpmanf. W::n m.w W murpmenr, masers o"" p,du µCo. .met third DNba. SELLER'S warranty WWo. ne era yNp,Sy Irma't. Pe mans nl W BUYER OF Al'. wearies arm ouaram.— rarrriven h— I- in —Al :nv. net d31. "xWrbr dold rmf petals Or Val All par.'s "I Iml wepNal FgnNe6.themes m Specified ne fdaya l --I W aeva Pon rtyuchi by BUYER, Pe beram Mandrel and kmrauNer.N uq feed be a. H wIN IaSmC. WombNO ADDITIONAL OR OTHER WARRANTIES SHALL BECOME EFFECTIVE OR BAND BUILDING "NOR ANY WARRANTY FEES) PAYABLE WITH RESPECT THERETO SHALL HAVE BEEN SELLER WITH RESPECT TO THE BUILDING COVERED BY THIS CONTRACT, AND BUYER SHALL BE SELLER AMmSA IN rater ono mayvrJaool noll Arendt AS mWiry lne page area mnevuniron of tier Bui,dn0 yeryou: laaaky or ab,axor:o mnen w,AoWl A. anal .^OAR trove on Me Bubmp so' W BUYER under NU Coal Camgm mmrslcsA—sw by aMrds ecuress.-prawnLOIWIIAm rail mwaw or moboum or shares, lark of proper membrane, w her wart and Max are MI Covered under Nis vemnty. Th...... has melee mein art, tnmkr Yin., assgnado OADwoYa" •n the agmal end user of the omld np and am Ent Merriment, Or aagnadM dreaaaer S. DESIGN WARRANTIES: SELLER warrant. 10 BUYER Met Me ..,A of the Sold., Orr,l oomy., W gexmYfy sAaDled steel awl]m6 Aes'gn and Smell derwry eve, Me nWmnmams and aWmares of MY Cede spedlW b Me'BaMmD NOW, DOWS' Sadden of ON ConVC. SELLER maps no Mar henry ad happy aaclams any reµanffiWry wee nsom. he Ne Magn, enginuy9y da'xmdWL4x of (r( any pm— 0Jr. pro,oel to be prorated try Mrd pamay arm'0 Of Is louwa m lnoudmg tee ANSI Al mel LOS embmnm: M the d1ch m)vIn YFim:N 21uitlmpn.1.0 my BUYER or ibad mo e r. 121.1 INITIAL ��=.J�jH' JOB NO. PAGE S OF N. CHANCRE: Rp0•Eta breUdgbns, deatim$ oraNer revcgnab the mebnela wrerotl Oy Nu Ggh2tt must to D/aNmW b SELER by wMlen GM1arpe OrOer. SELLER Bell review a9... Climate GNar mouaNS au0mrt(ed b it and dearer t0 BUYER a wMle t Garage 0.1 rePOCling Me tla—.. situations ether revisions rpueaNE by Me BUYER mA Elaedtying Mealso adjustment if a rry, to be made by SELLER in connection MenNiN. No Change Ostler re, art EubnMed N BELLER shall bemmea part o1 Mu Contred or oblif a SELLER in any f ns an unless and Ond1. Creep Cater is issued by SELLER rom respect man, aspubd by Ma BUYER, and sus am rebm•d to SELLER. BELLER wall notd• ma W br any Baby h arbitration on shipment caused by Chi Orders made at a pvidint'me wh•redy Me wmpation of the Clardy OR., sm. auw. delay in the camDN4m dNMr tion M the Buibi, 11. SHORTAGES f DAMAGES: SELLER "I not be liade or any shortage d Euikitp mandi unless wm.d by BUYER. wnling Milian Baum (7) roans., MR. after dehrery off Mto Me plem, SELLER mall rota maporide for bus Or damage•bma " after detrrery to tM posin. 11 WAIVER OF BE LIABLE TO CONCURRENT OR GROSS NO MEMBER OF SELLER speaal, RLINDEMNITY: BUYER mall W di in my rasa of dire,, ina, or death. •uRyred Oy BUYER GROUP'. empso" •M In bes or derri b BUYER GROUPL Poetry. ndtift be Buidng and ad marine, incrrporeb l or to be inow drated Hewn, mang ow a, watad b Or an WINNU n and Me ereNw'r. cab. or mainaname M be Build" aral BUYER shall mibb, dared, Most, ndmnniy and as human SELLER GRWP arm and sgai any ku, odes dam, obl'patim b indemnify moNm, auk, "Yon, symm Or damper broo dirp reasonable eXOmn'm 1•e.) . e .roam 01 bpr Based, NO, or Mai may Or tlemmpa, wM reaDa d No ion, damps, litem. may or drah b enal "Us and Mai PrOpsp ram ro-.aRB by Me ...,We apeplfiraky zaa beat n mla Coma. 17. LEGAL CONSTRUCTION: I.) Tie arms and, COndsima of Na Co sad toad more ranCURMINand CumubVre win Me time, and crndi of SELLER'a Crarmt ArricWm. Come. any lni.. Masol or a, of NO rbk,.W,.. beraFt. cr inbrMr other FOR (0) Tks Confront It Me fraud eadammt Maeu n Me Pmader OndermaMingaexcept tome already eat 1. moral. No ONm.1.M vrvv.11, avwm INITIAL armor npren Or not be cmtstruad PAGE Lo OF 10 ad morn env to —r: .'M' 'nmd gem note P.M nor Nall.....ode any 11. bautli uN W., M mue oN pmva-11) No bad al, ur ngn: aary I m tumor Parry uNp Men Central mall be waveo urea the..", a mad. to wnta,, and agnnJ by both Panics. Tne in. W st. Party to a.. any cal as dome Inner Me Cmuact Net To way muutute tlt of he Barbee rgnY,Man, reaface Wumaccuse Yn done Pany Aar I,) Aaoa.am u rmrs ConNIPP—TopfgnlrX xnaP pebndvguPon And num 10 Me OenelP OI Up PaNsa noRto, mete MBDactrvO auc<B660n eon pXm'GM aMIQM.Iii EBCn aM awry CMPiNnt In agrNment-niam0d �n ma CM'1Nt ra. Nq their by bodul N'y be s naWnte aM ithapeMent-velar, aitC opreement HaM roan or Me.W Me C.'aut, or 1. epplimWm lend to eery Pal or arcumebran. dedin at My Peter, as daDvela NQlur unenfohyable by any stun of mmpetanllused[Ibn or M,NUM NAN" me nme:nMr altub CdYNG' Y NB it"'. .1 soon sam N pTNeirl at Pa., or crCYmAMnWa other loan thee& 0e b amen a he annelid of uMMgWWP, Nall oat be aBtcled thereby. Q)Tw ups ands used In Me CdIVY1 we for Ccnvehe. May a. finals in nt my beflne Imul. or beat so some or Want of Me CMwd or any pad Channel 1111. UNI TATION OF YASILT': NotvnNaleMNp NryMmp b Me mainly mnhannd elaemwre In the Contract and armuld MdrMWq any Peed P ly nelmt SELLERS mrageb eahany b BUYER. nnmler st1U IN I.1, a— th ar mid Con'sand.. have, in IMF, Me lte.. b one hurbW porom I'M) o1Te Rimy. aMewronamaaM BUYER win ester U..apmbe oMmm nkeae SELLER aMREGAROLESSOF 1'MEn1ERCAUSED OR BROWMABOI BYSELLERGROUP's NEGLIGENCE (INCLUDZACT111E PASSIVE ,SOLE, JOINT OR CONCURRENT NEGLIGENCE) MANY OTHERTHEORY OF IFGAL LIABILITY. INCLUDING STRICTLIABILITY AND INCLUDING PRE-EXISTING CONDITIONS. 14 REPRESENTATIONS AND WARRANTIES: SELLER she BUYER agree ,net this Corned Casdtuwa a wads, vale and M-ng odgalon In each Perry, enf ttceebN pamMn !h Pen,m MdNM ce wnh ialerma, sm dr alwary to eppPce04 Wnkrvptoy, INoNaM,, rvyivenniD aM MI vmllot lMarelating to ter affecting the enlomument 0 Med e i upon geMreP, end to ynr ar.1 Mndples of puny fare 9VYERaM SELLER went aM m,p amnt ton lolbwi, b bate wean that a0ca Ti Ia duly N. and :M,Mh .1 and vMp,, erthh, uMn the laws o(dle Wwdntinn of ib brmalM, (n) we as naeMeary WwMm or as edur cal and Aboady N eaecNe and MIMr Me GdmW And b-naumms,e IN oNeadeora calemPnleC Must: and Net oat CMw0. M.... Prod the ludiemant erq re'vi nw ash IN wi ms eon CmdiSON rests, W re% a'bnfln won mry.rPiSm or or mu An mr,brad-W a defaun under, any IU ageneamnad dONments of peen Party. I.)win ajWCB1 rw d, or amner de,dm, o' (IM agniaMma b enic SELLER cr BUYER are anrd. A. CHANGES IN LAN. Tin Cori u babes on No win read 1,MANre brin, n me data ef eXocuPah BUYER y.a b reaMurse SELLER M an rend—M:M mau as -tiered wer any omegas in the a OMN, law, raguwMns or the admmuhaurn of all vhNM douse She the Maw M ettculen of the Cmead AM Wlich has a malend, and eamoneuedr ed-he urpso on SELLER. 21, SUPERSEDING DGCUMENT: M My of the 1. end cwMIMN of BUYER'a purN M ado or. Bnnaen MrcumNl ..No won the aaluiiYm d Me Butent, e Bddnwnal to vary or Be Nwmnl feom eery d Me I. ew.6. W this Contract, tan To harms eon w Wns 0 Nk Cmwca Nall wnMl tend SINER.h.tAy MM uMOMAnatW Mhex any MIMIMMI eon different,Pleb eon KMNMa oat Indered m That COnwC. FREIGHT: The height charges whovm in Nod contract reflect amounts applicable as of the Conbad dale, including any bet surMerges ammlly bai g Imposed by the yaliaus height lines. The cufrcld Instable conditions in Bin energy (fuel) seder of the economy make b Impocelble To prolaq the amount of future fuel slanderous. The Customer therefore egress to w maddre Mibe for paying any increase In hall smolarge Obove that Included in the boight Amount as shown In mi. COYMA L T s sops is Wee archiwsurWwstomer pine. VJhiAwind will use arcnileIXvallcuslomu plans for m emance only and net as a design guide. M WNrhnnd take, exception Io atl detub and aPoGglyeau unleM expressly styled on the WHidwind contras. Whldwbad price indudes only F hose dams hated on Me Merarkld contras. S,Gfi®gy, Me props will be fabricated M accvNarwe with WhiMal slandeN pmoe lees Brad O spah.h.hons. 2 Whllalpd6 6COpa Of NOrk L011181n$ Car10Ir BYGUPYJna, IItLiUdleg but not Iim11Bd to 1) Anchor Rods 2) Motor Roth embedment dasign 3) Fouldaboa design a) M other Items Its apeGddally listed in Mae opsracl Paymen; Preference: COD w I without flown Payment Open Terms ❑ Cash in Advance TERMS: Payment Other Than Cash in Advance Must Be Approved By Setter's Credit Department DESCRIPTION MATERIAL FREIGHT APPRonMATE T"% TOTAL EST WEIGHT ALTERNATE DNDTAL AND DATE as" Price 3 O Il 447 a5 5 IFACCEPTED) Z Alt. No. 1 U � AR. No. 2 a AR. NO. 3 AN. No. a OVOTA70N AND CONiTTACTARE SUBJECTTO THE GENERAL RESPECTFULLYSUBMITTED, CONDITIONS OF CONTRACEAS OUTLINED ABOVE. WHIRLWIND STEEL BUILDINGS, INC. BY DATE THIS PROJECT IS BEING QUOTED USING WHIRLWIND STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE. SALES REPRESENTATIVE gI ACCEPTED BY BUYER AND CONTRACT ENTERED INTOAT APPROVEDAND CONTRACT ENTERED INTOAT HOUSTON. U HOUStON TEXAS TEXAS WHIRLWIND STEEL BUILDINGS, INC. Z FQ- DATE .20 DATE ,20_ D. W V BY: BY U at TITLE: TITLE: maslwxurerune .11 innate INITIAL_ I 'Now, ear PLAN a i om 8, AR .l �e r"- 16 in, v RIGID-�FRAAIE `ELEVATION w I O QY 'ZI -11� City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 09-00000692 Date 4/20/09 Property Address . . . . . . 12201 N-C ST HCAD Number . . . . . . . . . 024-072-058-0001 Application type description ROOF Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . REAL RES SINGLE FAMILY Property Zoning . . . . . . . IND - LIGHT Application valuation . . . . 20997 Owner Contractor ------------------------ ------------------------ CITY OF LA PORTE L & M CONTRACTORS, INC. PO BOX 1115 PO BOX 1517 LA PORTE TX 775721115 LA PORTE TX 77572 (281) 604-0534 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . WOOD FRAME (TYPE V) Occupancy Type . . . . . . UTILITY & MISCELLANEOUS - Other struct info . . . . . FLOOD ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -ROOF Additional desc . . REROOF AND PAINT (CITY JOB) Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 4/20/09 Valuation . . . . 20997 Expiration Date . . 10/17/09 ---------------------------------------------------------------------------- Special Notes and Comments 1. APPROVED AS PER THE CITY OF LA PORTE SPECS/NOTES AND SCOPE OF WORK. 2. CALL FOR INSPECTIONS. 3. MUST COMPLY WITH SHINGLE MANUFACTURE NAILING REQUIREMENTSFOR HIGH WIND AREAS. CITY OF LA PORTE IS IN THE 120 MPH WIND LOAD. 4. CONTRACTOR TO INSTALL SHINGLES RATED FOR 120 MPH WIND LOAD. 5. SEE ATTACHED HANDOUTS FOR ADDITIONAL WINDSTORM REQUIEMENTS. 6. FOR INFORMATION ON TEXAS DEPARTMENT OF INSURANCE -WINDSTORM REQUIREMENTS, YOU MAY CONTACT THEM AT 281-474-5025. 7. NO STRUCTURAL WORK ON THIS PERMIT. 8. CONTRACTOR TO KEEP SITE CLEAN AND REMOVE ALL DEBRIS. 9. SEPARATE PERMITS AND INSPECTIONS REQUIRED FOR ANY NEW ELECTRICAL, PLUMBING OR MECHANICAL WORK. ;0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due .j J City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2- Application Number . . . . . 09-00000692 Date 4/20/09 --------------------------- Permit Fee Total -------------------- .00 ` .00 .00 ---------- .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 -' ------------------------- -- q-� GNAT OF CONTRACTOR OR AUTHORIZED AGENT) DATE PD D BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE ECEIVE N-eq P APR 1 ® 2009 pEPAIIT APPLICATION By. City of LaPorte Established 1892 281-470-5073 Building Mechanical `Electrical 'PlumbinP *(See back of form) Project Address: Z pZ 0 U C iot: %P-S / 7A - 31 A Subdivision: r Block: tas$ City 11 �1 V;W G6 Atf" rlf N� City BuildingUse:hl—/ iZ 12 do zip a /6a f o S8 t -7-7s7 zip Sq. Footage:_ _# Stories 1 Describe Work:1,Q roe it d Qa Yor L,% Use vnly &V Occupancy Type --LA-- Flood Zone ork• Sq. Ft --^.LP Construction Type 2 r Use Zone_ # Stories Parting Req Last use of Building PS S 1 oL R�C l Date use ceased: - Commercial Buildings Plans QWy-Fire Marshal Approval /J /N Date ' • ' /3 A a Checked/Approved for Issuance By: Date C> CE: WO Special Conditions: Taxes --AL- HCAD dot D 7 ;-- 40 5 9 • 0 0 O Residential driveway tie-in fee: P (New Res. Onlv): Zone # Fce:; [ 1! Permit No.�9 - �+ 4 �' Permit Fce Plan Cbeck Fee: f J A . 8:Ncrsb=Unvpali=\BtarycmdAppo42406.dw J 4J ' ^r -e COMPLETE IT THIS SECTION FOR EL CTRICAL PERMS:: NOTE: MINIMUM CHARGE ON PE(S) IS $20.00 Description Charges Quantity Fees PERMrr ISSUE FEE Outlets, Fbaures, Lights & Switches (1° 5 - Flat fee) Above Items (All Others) Clothes Washer/ Dryer Range Receptacle Cook Top or Oven A/C, Window Unit Receptacle Water Heater Dishwasher/Cmrbage Disposal Meter Loop & Service (includes Temporary cut -in) Temporary Saw,P,ole.(T Pole) Reconnection of Service Reinspection Fee MOTORS: Up to but not including %, hp • '/z by and less than 10 by 10hp&up to50hp 50 hp and up $7.50 $7.50 $ 3.00 .60 each $ 2.00 each S 3.00 each $ 1.50 each - S 3.00 each $ 3.75 each S 1.50 each $15.00 each • Sl5i00 each $15.00 each $35.00.each $;150 each', S 2.50 each c ; $ 3.50 each $ 4.50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMrr(S) IS $20.00 Description Charges QuanMy PERMIT ISSUE FEE $15.00 Fivntes/Drams/rraps S 3.75 each Sewer (New, Repair, or Replacement) S 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each . Water Heater S 3.75 each Gas Piping System'(1-4 outlets, 7.50 ,flatfee)S Gas Piping System (over 4 outlets -each) S 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent S 7.50 each Each Vacuum Breaker/Backflow Protocuon Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection-Fee $35.00 each , Total SACPSbamVNSPECTION DIVISIONWspocb slBldg Pamir APPI Ude2 112805.60C Fees $15.00 t Avr.16. 2009 2:38PM 281-471-0601 No.2814 P. 2 DECEIVE City of Laporte APR 16 2009 Pistol Range gy Scope of Work I The City is requesting quotes for the removal and replacement of the asphaltic fiberglass shingles. The roof area is approximately 22 squares. The new roof shall include 15# tar paper underlayment. Shingles shall be 3 tab asphaltic fiberglass meeting ASTM D-3462 Standards. Shingles shall be fastened to the roof manually. Fasteners installed by electric or pneumatic guns are unacceptable. The successful contractor shall provide a two year all inclusive warranty for materials and labor to begin upon the City's acceptance of the roof. The removed roof materials shall become the property of the contractor and disposed of in a legal manner. The contractor shall be required to acquire a City of La Porte roofing permit. The fee for such permit shall be waived. It shall be the contractor's responsibility to schedule all necessary roof inspections for acceptance by the Cityand the manufacturer. The manufacturer shall submit their warranty prior to final acceptance by the City. The contractor shall also be required to remove and replace approximately 1601f of fascia and soffit with herdi-board. Prepare per manufactures recommendation and paint with Coronado exterior paint series 410, color shall be dark brown Prepare and re -paint interior and exterior CMU walls; prepare as to the manufacture's recommendation; paint with Coronado Series 410 latex exterior paint; color to be chosen later, prime and paint (Series 410) T1-11 siding in the firing line area Doors and frames, prepare and paint with Coronado 80-1 latex interior/exterior enamel; dark brown, same as fascia; repaint air duct located above the firing line, remove loose paint and prepare per manufacturer's recommendation to accept Coronado 80-1 enamel Remove and replace drop 2' x 4' ceiling panels Remove and replace Firing Line lighting fixtures approximately a total of 12, contractor to submit an energy efficient lamp, existing are fluorescent, 4', and two bulb fixtures, permit shall be required however the fee shall be waived. Contractor is to remove the existing electrical weather head and conduit located on the southernmost eave. w IF THE APPROVED PLANS CITY ARE MODIFIED, A NEW SUBMITTAL ,/+ TO THE '`+ 0 TO THE CI ANGE IS OCCURRING City of La Porte Pistol Range Permit Notes for Re -Roof and submitted scope of work 1. Approved as per the city of La Porte specs / notes and scope of work 2. Call for Inspections. 3. Must comply with shingle manufacture nailing requirements for high wind areas. City of La Porte is in the 120 MPH wind load. 4. Contractor to install shingles rated for 120 MPH wind load. 5. See attached handouts for additional windstorm requirements. 6. For information on Texas Department of insurance- windstorm requirements, you may contact them at (281) 474-5025. 7. No structural work on this permit. 8. Contractor to keep site clean and remove all debris. 9. Separate permits and inspections required for any new electrical, plumbing or mechanical work. IF 111E APPROVED LA%S TAL ARE MODIFIED, A NEW To TO JME C ANGE SREQUIRED OCCURRING Huber, Mark From: Huber, Mark Sent: Monday, December 14, 2009 10:55 AM To: McPhail, Reagan Cc: Huber, Mark; Ramos, Mario; Menager, Dwayne Subject: FW: 12201 N. C st Reagan, As of today we have closed this project file as we have completed the final inspection. No Certificate of Occupancy is necessary. The only two items that were holding this project from closing was the Fire Marshal final inspection and receipt of the final energy code certificate. Both were received today. Regards, Mark From: Wise, Sandra Sent: Monday, December 14, 2009 10:46 AM To: Jennings, Sherry; Yanez, Ramona Y; Lawrence, Vickie; Huber, Mark; Wilmore, Debbie Subject: 12201 N. C st FM Insp passed for Final on rr/rq/oq rzzor N. C st Thank you, Sandra Wise City of La Porte Fire Marshal's Office 28t-867-46o3 fax 28t-867- City of La Porte OF i �i JOB ADDRESS /2 -2 Y ; INSPECTION TYPE: f� DATE/ /; THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made ? 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 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN : 4' Final Inspection Check%eet Commercial Date: 1 (7 I Project Address: I o? 20I �� ` C, I S�: Contractor Name..0 �— �—V//��d+ =� G ' Project Name: File Review Ws 1-9 I 064 • n • •• • • ■-5144a-ek■ D. _ • 1 _ r .I • • it,.. ._--...-.... •.iC.i M,. Field Ws 10-17 770. s eet • • �I�I■I.IMIN.- / M-7.. • • 1. L 8. Inspection ticket to identify if full or temp 30-day CO is author' ed 4L/, /a /V1,:5r r3o G0 rYJ In ector Signature Da r 2 -/ V-o9 SACPSh='JNSPEMON DIVISIONUnspectionsTinal Inspection Check SheetComlDecOS.doc Huber, Mark From: Wise, Sandra Sent: Monday, December 14, 2009 10:46 AM To: Jennings, erry; anez, RamonaLawrence, Vickie; Huber, Mark; Wilmore, Debbie Subject: 12201 N. C st FM Insp passed for Final on zz/zglo9 12201 N. C st Thank you, Sandra Wise City of La Porte Fire Marshal's Office 28r-867.4603 faz 28r-867- 4629.,,�---". _..� WINNING WAY SERVICES PLAN REVIEWS — INSPECTIONS BUILDING CODE — ACCESSIBILITY — ENERGY — FIRE DECEMBER 10, 2009 CITY OF LA PORTE 604 WEST FAIRMONT PARKWAY LA PORTE, TEXAS 77571 ATTN: BUILDING DEPARTMENT CITY OF LA PORTE PROJECT: CITY OF LA PORTE FIRE TRAINING FACILITY ADDITION 12201 NORTH AVE C LA PORTE, TEXAS REFERENCE: INTERNATIONAL ENERGY CODE COMPLIANCE INSPECTION P.O. BOX 750953 HOUSTON, TEXAS 77275 OFFICE 281-922-0700 PAGER 281-278-1833 TOLL FREE 1-866-922-7260 E-MAIL billOwinningwaV.net 1 2'1141 109 THIS IS TO CONFIRM THAT AN INSPECTION OF THE ABOVE REFERENCED FACILITY OCCURRED WITH THE FINAL INSPECTION HAVING BEEN CONDUCTED ON TUESDAY NOVEMBER 24, 2009. THE INSPECTIONS FOUND THAT THE CONSTRUCTION OF THE FIRE TRAINING ADDITION DOES APPEAR TO CONFORM TO THE STANDARDS AND SPECIFICATIONS PREVIOUSLY SUBMITTED AT THE PLAN REVIEW TO THE CITY OF LA PORTE. THEREFORE, THIS BUILDING IS IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2006 INTERNATIONAL ENERGY CONSERVATION CODE. IF THERE ARE ANY QUESTIONS, PLEASE FEEL FREE TO CALL BILL WINNING AT WINNING WAY SERVICES, 281-922- 0700. RESPECTFULLY SUBMITTED, v WILLIAM TWINNING III — CBO ICC — COMMERCIAL ENERGY PLANS EXAMINER — 5063749-78 ICC — COMMERCIAL ENERGY INSPECTOR — 5063749-77 Huber, Mark %. 1 From: Bill Winning [bill@winningway.net] Sent: Thursday, December 10, 2009 7:33 AM To: McPhail, Reagan Cc: Huber, Mark Subject: RE: Classroom addition Attachments: IECC - CITY OF LA PORTE - FIRE TRAINING ADDITION 11-24-2009 INSPECTION.pdf Reagan, Mark, Here is the IECC Letter....... Reagan can you call me? Bill Winning Way Services, Inc 281-922-0700 From: McPhail, Reagan [mailto:McPhailR@laportetx.gov] Sent: Wednesday, December 09, 2009 11:56 AM To: Bill Winning Subject: RE: Classroom addition He'll need the letter From: Bill Winning [mailto:bill@winningway.net] Sent: Wednesday, December 09, 2009 11:46 AM To: McPhail, Reagan Subject: RE: Classroom addition Reagan, Energy? Bill Winning Way Services, Inc 281-922-0700 From: McPhail, Reagan [mailto:McPhailR@laportetx.gov] Sent: Wednesday, December 09, 2009 11:22 AM To: Bill Winning Subject: RE: Classroom addition I suppose so , not sure what is an IECC letter. Do we have a clean site? From: Bill Winning [mailto:bill@winningway.net] Sent: Wednesday, December 09, 2009 10:25 AM To: McPhail, Reagan Subject: RE: Classroom addition Reagan, Do I need to write an IECC letter to Mark? Bill Winning Way Services, Inc 281-922-0700 From: McPhail, Reagan [mailto:McPhailR@laportetx.gov] Sent: Wednesday, December 09, 2009 9:49 AM To: bill@winningway.net Subject: Classroom addition Hey Bill, what is the verdict, I sure would like to start using the new space. If it's okay let Mark Huber know so he can issue a CO. Reagan FIRE MARSHALL INSPECTION TO: DEPARTMENT: PHONE NO.: FAX: FROM: DEPARTMENT: PHONE NO.: FAX: BUSINESS NAME: ADDRESS: CONTACT: PHONE NO.: CITY INSPECTION DATE: TYPE OF INSPECTION: THANK YOU SANDI WISE FIRE gather together 281-470-5173 281-867-4629 RAMONA Y. CHAVEZ INSPECTIONS 281-470-5074 281-470-5005 FIRE TRAINING FACILITY 12201 N C ST TREN WITH HULL & HULL 713-545-5088 I I/1*009 A.M. FINAL P. 01 r TRANSACTION REPORT NOV-17-2009 TUE 07:33 AM >� X DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE M# DP K NOV-17 07:33 AM 92818674629 23"(1) 1 SEND OK 776 TOTAL 23S PAGES:. 1 YXXXYYYXXY�X�X#YXYY�XX#XYY�XY�X��Y�XYXYkY�X�X�:IK#x��Y�CY�Xxx�Y�XYYYx��K�YXx��YYYYxx:KXXXX��XXXY�KXXXXYIK�K FIRE MARSHALL INSPECTION TO: DEPARTMENT: PHONE NO.: FAX: FROM: DEPARTMENT: PHONE NO.: FAX: BUSINESS NAME: ADDRESS: CONTACT: SANDI WISE FIRE gather together 281-470-5173 281-867-4629 RAMONA Y. CHAVEZ INSPECTIONS 281-470-5074 281-470-5005 FIRE TRAINING FACILITY 12201 N C ST TREN WITH Hl JT,I. & 141TT.T. 0 CITY OF LAPORTE 604 WEST FAIRMONT PKWY. PLANNING DEPARTMENT LETTER OF TRANSMITTAL LA PORTE, TX 77571 PHONE: 281- 471-5020 FAX: 281-470-5005 To: Mark Huber & Mark Follis Date:8/24/09 Number: Re: FTF Classroom Addition QOnginal Drawings E�rints Dpecifications EIteports Contracts Nnmher 6Le—e-111� []As Requested For Your Use QFor Your Signature For Review and Comment ]For Your Approval Degcrintinn /0cf IN 1 8/24/09 Reagan Mc Phail If enclosures are notWis noted kindly notify us at once. 5 /9 4 �7# '02�' Uo/fw� g- 2 (/-o7 //, . 06,9 16., �UPORTE FlgE � LA PORTE . i FIRE MARSHAL'S A E _ OFFICE "PLAN REVIEW" Date 08/5/2009 Business Name LPFD Fire Training Facility Address 12201 North C Type of Review Construction Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shall be responsible to ensure the design specifications and plans are complete and in compliance with the requirements set forth in the 2003 International Fire Code (IFC) as well as the applicable referenced Standards listed in Chapter 45 of the 2003 IFC. This plan review is not Intended to be fully Inclusive as other requirements may be Imposed as warranted by the Fire Marshal or as deemed necessary during on -site Inspections by the Fire Marshal's Office. The following items are identified by the Fire Marshal's Office during the plan review:• 1) No Comments. 120 South 2nd Street, La Porte, TX 71571 Office: 281-867-4603 Fax:281-867-4629 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF THE MANUFACTURER'S DRAWINGS AND CALCULATIONS INDICATE THAT THE BUILDING MANUFACTURER CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN THE BUILDING MANUFACTURER'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPUANCE WITH THE BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO THE MANUFACTURER IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. THE MANUFACTURER WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY THE MANUFACTURER TO BUILDER OR HIS CUSTOMER. THE MANUFACTURER WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO THE MANUFACTURER, THEN UPON WRITTEN AUTHORIZATION OF THE MANUFACTURER THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND THE MANUFACTURER WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY THE MANUFACTURER FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WAND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS THE BUILDING MANUFACTURER IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. THE BUILDING MANUFACTURER'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICSO REPORT NO. FA-337 2. SBCCI COMPUANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 721 ) SCHULTE BUILDING SYSTEMS LP. 17600 BADTKE ROAD HOCKLEY, TX 77447 APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. In WHERE INTEGRITY AND EXCELLENCE MEET GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS, ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. THE BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH THE BUILDING MANUFACTURER'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF CCLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: 'LOW RISE BUILDING SYSTEMS MANUAL" S. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL "BOCA NATIONAL BUILDING CODE" MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM-A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM-.A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED UGHT GAGE STEEL MEMBERS CONFORM TO ASTM-A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. CABLE BRACING IS TO BE INSTALLED TO A TAUT CONDITION WITH ALL SLACK REMOVED. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TOP-636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. THE METAL BUILDING MANUFACTURER WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33.000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203. SUB -SECTION 2203.2 AND 2203.3.) SAFETY COMMITMENT THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE QUAUTY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JCB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR APPROVAL THESE DRAWINGS. BEING FOR APPROVAL ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT., THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFLATION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT DENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE FOR CON:TRUCTKMI: FINAL DRAWINGS. BUILDING DESCRIPTION: I ENDWALL FRAME TYPE BASIC SQE: WIDTH LENGIH HEIGHT ROOF PnC H LEFT RX;flf BLDG. 1 36'-O" 60'-0" 15'-3" 1:12 WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT NTH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. BASE CONDITION: SHEETING: BLWKET TYPE NSUATKIN: 2WG PBR PM1EL C*r. GALVALUME PLUS ROOF NOW = BY INTEGRENCE ® BY ORERS 0 ROOF ® WALL ® UL-25 ED 26Ga. R PANEL Color. L09 SIOHE WALL SCREWS • ZNC CAPPQ TAPE SEAL TRW: (Ix POP RIVETS AT SPLICES) MEMBER ROOF( /12 X 1 1/4 ) STITCH ROOF( /14 X 7/8 ) ANCHOR BOLT. 3/8'® 26GL SgAPTURED Cda: KOKO BROWN RAKE MEMBER WALL( /12 X 1 1/4 ) STITCH WALL( /14 X 7/8 ) I. = 26Ga. Cola: KOKO awn SAVE RAKE TO ROOF: #14 X 7/8 RAKE TO WAIL WARRANTIES 26Ga. SDAPTURED Color: KOKO BROWN (LITTER GLITU TO ROOF: F14 X 7/8 GUTTER STRAPS: 014 X 7/8 MANUFACTUREDING FNI-90 2613a. Color. KOKO BROWN DOWNS. I CORNER TRH: 114 X 7/8 RAKE ANGLE $17 X 1 1/4 20 YR ROOF I I 26Ga. Cola: Ka(0 BROWN CORNER AOOITIONAI. FEATURES BASE ANGLE IS GALVANIZED OF 4h 41 �.......................».... .: . EDUARDO M. 1%AR!As �...`..... »................... f f9 88236 :' DRAV 1`r��L�S7/c�ab PAGE III S/O ti A L 0��w^"`y 0 01 OF I COVER S E P 0 4 2009 DESIGN LOADS DESIGN LOADS APPLIED TO THE STRUCTURE ARE AS FOLLOWS ROOF LIVE LOAD.. ...................................... 20 PSF FRAME LIVE LOAD ...................................... 20 PSF TRIBUTARY REDUCTION ....................... YES WIND LOAD ............................................... 120mph WIND EXP. C I = 1.0 WIND CODE ................................................. IBC 06 SEISMIC LOADS ......................................... Fa'SS = 0.142 COLLATERAL LOAD ..................................... 5 PSF DEAD LOAD ................................................ 2.0 PSF FLOOR LIVE LOAD ...................................... NONE FLOOR DEAD LOAD .................................... -- PSF DESIGN REFERENCES COLD FORMED STEEL DESIGN MANUAL. AISI, 1986 I I I Al aF 2 ANC}Iat BOLT PLAN 1 A2 ff 2 REACTIOIS 0 1 E1 OF 5 ROOF FRAMING PUN 0 E2 OF 5 ROOF SHEETING PLAN 0 E3 OF 5 ENDWALL FRAMNG k SHEETING ELEVATIONS 0 E4 OF 5 SIDEWALL FRAIfM, 3 SHEETING ELEVATIONS 0 E5 OF 5 R IGU FRAME CROSS SECTION STEEL CONSTRUCTION MANUAL. NINTH EDITION, AISC WIND STORM DESIGN CODE If 1HE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCazw- w AEMWZM DALE DESCRPTKIN 08.18.D9 FOR APPROVAL 09.04.09 1 FOR CONSTRUCTION lolerineace DETAIL PAGE DETAIL PAGE as101ER HULL & HULL INC. LWAM 12201 NORTH "C" ST., LA PORTE, TX 77571 er No. ALG NITS 109-033 9310 R.id Lob DIN. HOUSTON, TX 77064 TEL 713-466-9868 FAX 713-486-OW6 CI I : t ys D Cam' tluiti//i✓�V�' V'F�.� SIM LIE =1 BASE ANGLE ra FIDa wJ SECTION '•A" WALL 31U. w/ PANEL RECESS SIM LIE 21 BASE ANGLE RIL FiDOR SECTION "B" WALL `SN . W/ PANEL RECESS t�il[�Y 11 Rm MAE RN RL SECTION "C" WALL 3NL W/O PANEL NECEu 2 1/2' n n 2 3 i mm7xFx,, 48'-0' OUT -TO -OUT OF FINISHED WALL EXISTING _ 1 ' B — — — — D.. — — — — D'=': DJ-1 B 1212 EC-1 RF1-1 RF1-IA E EC-4 0 A Z. � A EC-2 c c EC-5 Tn n � 0 v AT E lO TO gl rc 3 EC-91. E L ERF1 E cI E RFi-3A z E �I E EC-4 ;C DJ-29 -�-- DJ-3A �` OJ-3. ..D DJ -2. i` .DJ-2 X-Bracing tJt tJi 15'-6 3 4' 3'-1 1 4' 1' 12'-4 t 2' B'-4 1 2' 12'-1' 3'-1 1 4' 4'-9 3/4' •-0• 0'-0. ._0' ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL MANUFACTURER BASED ON AM METHOD 18TH COMBINED SHEAR AND 7E490N. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BCLTS IN THE CONCRETE ARE DESIGN RESPONSIBRITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL BR THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. ANCHOR BOLT PROJECTION mill, 1/2- Pfi1 1 1 ow. s1iPPNc IETJGiN NUT & WASHER c - SX 2' 20 3/4- 2 t 20 2M' 3 1/2' t iTo ANCHOR BOLTS BY INTEGRENCE b b 60'-4' OUT -TO -OUT OF CONCRETE ANCHOR BOLT PLAN NOTE AN Base Plates O 100'-0' (FINISH FLOOR U.N.) DRAWING STATUS AIE1ecr+e ❑FaR nvieovw NO DATE DESOWn rm*.EA DRAWINGS. BEING FOR APPROVAL., ARE BY DEnNITION NOT 0 08.13.09 FOR CONSTRUCTION FINAL, AND ARE FOR CONCEPTUAL PSW&SENTATION ONLY. 7R 1 09.03.09 FOR CONSTRICTION IS TO CONFIRM PROPER NTERPRETAIION OF THE PROJECT DOQJIENTS'. ONLY DRAWINGS ISSTIED -FOR CONSTRUCT"r CAN BE CONSDOIED AS COMPLETE. FOR PERMIT THESE DRAWINGS• BEING FOR PERMIT. ARE BY DEFINITION NOT FINAL N THAT. AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIM ONLY DRAWINGS ISSUED - FOR CONSTRUCTION - CAN BE CON9DQtm AS COMPLETE FOR mJS1RIirR1JN• FINAL DRAWINGS r A z o 0 e 5 0 I O 1 5 a i THE /G fi{..+ P A I n !f • (it A/A LDFI Dr / Cjj/ eEi1 1 I 1'y 11 j,^j fVo I C1 IL u�iiiil 1S 1'��,(fiR ECG . 1 31�i1yV Dia= 3/4' 6. r� EIN ♦�e m 4' SEE PLAN 1 3/4 1 3/4- See Plan DETAIL A Dia= 5/8' SW 3 /2 I I EW •O r♦ 4• 2 II 1 3/: SEE PLAN 3/4 1 1+ 2 DETAIL B Dia- 3/4- r 8 EW 1 4' ♦I♦ � 2' 1 3/ 4• I1 3/4. T 1/2 4' i DETAIL C Dios 3/4' 4' O 1 3/4' 1 3/4' See Plan DETAIL D Dia= 5/8' z SW/ 1 1/2- 1W� 1 3/4' See Plan DETAIL E •• ij �d•y ••• M ........... *' r EDUAFD011. f .A .... ............. 06 rjFth°�F •<t��N 52..•4 III /0NAL E`r� SEP 0 4 200t�n1111� �. �i •„`aa� •ia�t .� +rr..A ••••rl.r.r Mrr rrw r�ul -BY 3: 9m Mid LW. I*- GMBALG inoeosR c6 GNB LTS FAX 713-466-OSSS D6CRPtON ANCHOR BOLT PLAN k DETAILS SIZE SEE ABOVE 12mme HILL k HULL INC. FIRE TRAINING FACU LaGBION 12201 NORTH 'C' ST, LA PORTE, TX 77571 oD w' E O ALG NITS 109-033 Al Q Q COLUMN LINE r RIGID FRAME: MAXIMuM REACnoNs, ANCHOR BOLTS, do BASE PLATES ----------------Column Reactions (k )---- -------------------------- Frrn Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in l Grout Line Una -------- kb H ----------------------------------------- Vmax Id H Vmin No D(in) Wid Len k (in) 2 • C 1 2.7 7.3 2 -4.7 -4.5 4 0.750 6.000 10.50 0.375 0.0 4 -0.7 -11.1 2 • A 3 4.6 -4.5 1 -2.7 7.3 4 0.750 6.000 10.50 0.375 0.0 1 -2.7 7.3 5 0.7 -11.0 2 • Frame lines: 2 3 NOTES FOR REACTIONS Building reactions are based on the following budding data: Width (ft) 36.0 Length ()_ 60.0 Eave Height (ft) 15.3/ 15.3 Roof Slope rise/12) Dead Load of ) = 1.0 1 0 _ Collateral Load sf .0 5.0 Roof Live Load sf 20.0 Frame Live Load psf 12.0 Wind Speed (mph) = 120.0 Wind Code = IBC 06 Exposure = C Closed/Open = C Importance Wind 1.00 Importance Seismic = 1.00 Seismic Desiggn Ca = A Seismic Coeff (Fa• D. Id Description 1 DL+CL+LL 2 0.60DL+WL2 3 O.60DL+WR2 4 0.50DL+LnWnd1+LWINDI-L2E 5 0.60DL+LnWndl+LWINDI-R2E 6 0.60DL+WLI+WS 7 0.60DL+WP+LnWndl 8 0.60DL+WRI+WS BRACING REACTIONS, PANEL SHEAR t Reactions (k ) Panel --Wall- Col --Wind---Seismic- Shear Loc Una Una Harz Vert Harz Vert (Ib/ft) L-EW 1 51 F-SW A 1 ,2 3.2 2.1 0.2 0.1 51 B�S'W C Wind Bent In Wall RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column --Dead---- -Collateral- ----Live--- -Wind_L1 --- --Wind_R1--- --Wind_L2--- Line Line Horiz - Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 • C 0.4 1.2 0.7 1.8 1.7 4.3 -4.9 -8.7 0.5 -5.0 -4.9 -5.2 2 • A -0.4 1.2 -0.7 1.8 -1.7 4.3 -0.5 -5.0 4.8 -8.7 -0.5 -1.5 Frame Column--Wind_22--- --Wind_Ln1-- --Wind-L.n2-- --Saismic_L- --Seismic-R- ---SeisLn--- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 • C 0.5 -1.5 -0.8 -10.5 0.4 -7.4 -0.1 -0.1 0.1 0.1 0.0 -0.2 2 • A 4.9 -5.2 0.8 -10.4 -0.4 -7.4 -0.1 0.1 0.1 -0.1 0.0 -0.3 Frame Column-LWIND7_L2E- -LWINDIJR2E- -LWIND2-L3E- -LWIND2_R3E- Line Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2 • C -0.1 -1.3 -0.2 -0.2 0.0 -0.5 -0.1 -0.1 2 • A 0.2 -0.2 0.1 -1.3 0.1 -0.1 0.0 -0.5 2 • Frame lines: 2 3 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Rafter Rafter Brace Brace Frm Col Dead Collot Live Wind_L Wind_R Wind_L Wind_R Wind_P Wind_S Wind-LnI Wind-.n2Seis_L Line Une Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 1 C 0.3 0.4 1.5 -2.2 -1.1 -2.2 -1.1 -1.5 1.7 -1.7 -1.1 0.0 1 B 0.8 1.1 4.4 -5.1 -5.1 -5.1 -5.1 -3.1 3.4 -5.1 -3.2 0.0 1 A 0.4 0.4 1.5 -1.1 -2.2 -1.1 -2.2 -1.5 1.7 -1.7 -1.1 0.0 Frrn Col Seis_R -LWINDI_L- -LWINDI_R- -LWIND2-L- -LWIND2_R- Lme Line Vert Harz Vert Harz Vert Harz Vert Harz Vert 1 C 0.0 0.0 -0.6 0.0 0.0 0.0 -0.2 0.0 0.0 1 B 0.0 0.0 -0.2 0.0 -0.2 0.0 -0.1 0.0 -0.1 1 A 0.0 0.0 0.0 0.0 -0.6 0.0 0.0 0.0 -0.2 Rafter Rafter Brace Brace Frm Col Dead Collat Uve Wind-L Windt Wind_L Wind_R Winnd_P Wind_S Wind_Ln1 Wind_L.n2Seis_L Una Line Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 4 A 0.3 0.4 1.5 -2.2 -1.1 -2.2 -1.1 -1.5 1.7 -1.7 -1.1 0.0 4 B 0.8 1.1 4.4 -5.1 -5.1 -5.1 -5.1 -3.1 3.4 -5.1 -3.2 0.0 4 C 0.3 0.4 1.5 -1.1 -2.2 -1.1 -2.2 -1.5 1.7 -1.7 -1.1 0.0 Frm Col Seis_R -LWINDI-L--LWIND1_R--LWIND2_L- -LWIND2_R- Una Line Vert Harz Vert Harz Vert Harz Vert Harz Vert 4 A 0.0 0.0 -0.6 0.0 0.0 0.0 -0.2 0.0 0.0 4 B 0.0 0.0 -0.2 0.0 -0.2 0.0 -0.1 0.0 -0.1 4 C 0.0 0.0 0.0 0.0 -0.6 0.0 0.0 0.0 -0.2 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES --Column Reactions (k )-- - ----- Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Una Una Id H Vmox Id H Vmin No D(in) Wid Len `Fhk- (in)-- 1 C 6 1.7 -2.1 7 -1.5 -1.5 2 0.625 3.500 8.000 0.375 0.0 1 0.0 2.1 6 1.7 -2.1 1 B 6 3.4 -4.6 7 -3.1 -4.6 4 0.750 6.000 8.000 0.375 0.0 1 0.0 6.3 1 A 8 1.7 -2.0 7 -1.5 -1.5 4 0.750 6.000 8.000 0.375 0.0 1 0.0 2.2 8 1.7 -2.0 4 A 6 1.7 -2.1 7 -1.5 -1.5 2 0.625 3.500 8.000 0.375 0.0 1 0.0 2.1 6 1.7 -2.1 4 B 6 3.4 -4.6 7 -3.1 -4.6 4 0.750 6.000 8.000 0.375 0.0 1 0.0 6.3 4 C 8 1.7 -2.1 7 -1.5 -1.5 2 0.625 3.500 8.000 0.375 0.0 1 0.0 2.1 8 1.7 -2.1 WIND BENT REACTIONS t Reactions --Wall-- Col Wind(k ) Seismic(k ) L.oc Line Una Harz Vert Harz Vert B-SW C 3 1.6 2.2 - 0.2 0.2 B-SW C 2 1.6 2.2 0.2 0.2 H H +V }V t' ii i f �' • � r , rILL �: °`111rr 1[� LLB ll TO Tyt Cl I I A AiEly S„ „ TO TNT C�u`l� tD Pr!C CN,ArCt IS a�'CVRFtIAn >r U O � ` C/7-Y OPY r• EDUA DO l.....»................... M. VARIAS ,.....X i 9 88236 •: a ,: /ONAL E-ft SFP 0 4 2 ❑FOR APartav� THESE AND A S BEING FOR APPROVAL ARE BY ONLY. ON NOT FNAL AND ARE FOR CONFIRM PROPER TERPSENTATHN ONLY. THEIR PURPOSE 6 TO CglPROPER ED -FOR OOKSN OF THE PROJECT 6511ED -FOR CONSIRUCTNNi CAN BE CONSIEMS ONLY COMPLETE. taNsoERm � DRAWINGS�p�� FOR SIT' THESE DRAWNGS,-SE]NG FOR PERMIT. ARE BY DEFINITION NOT FINAL N THAT, AS A MNWUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY ORAWNOS ISSUED " FOR CONSTRUCTION - CAN BE CONSIDERED AS CCIPLEM ®FOR CONSTRUC710W FINAL DRAWNGS. N. DATE OES�11d1 BY am �n FSRFncE 0 08.1309 FOR CONSTRUCTION GMB ALG 1 0903.09 FOR � GMB LTS EE9aRI10N ANCHOR BOLT PLAN d: DETAILS SIZE SEE ABOVE amour HULL k HALL INC. IOCNOI 12201 NORTH •C• $i., LA PORIE, 1X 77571 ALG NITS 109-033 s310 Rw Ida 011011 NOUSIM TX 77054 TEL 713-1Qe-9elle FAX 713-4110-M HK TRAINING FACILITY GO EF GMB A2 WALL P—I(TYP) I `\ I P-2(TYP) I �' I P-1(TYP) I 1 I I I I I I I I I I I I I I I I I I I I 1 I 1 I P-1 YP I \\ , P-2tlyp) , ,� I P-1 I 1 I N. FJRUN LAP 1'-1 1 — 3/4• R Wall Panel laaure STU CGLUMN SC-1) 5)him Angle Shee1) Roof Panel V..% Mamber2$ 0. a (411 1•8x25C16 Bo Trim (FS-1) R Wa/ Panel SECTION "A" I - .x. ZFL-569 X. E-4 A• MEMBER SCREW O 12- G.C. 5C1STUB V-1 3LX.�--1 3 4' COLUMN (SC-1) CR-1--//Ili SHEETING ANGLE CR-1 ROOF FRAMING PLAN SA-1 4• VINYL BACK NISUTATKNI(WMPV50 WH M SECTION "X—X"X—X' A,jFr pl!�� Appp pr , Tp L, 'E k- n t 1 fjr. �L p; to Ty is pi, EpHnNo'- CC�YLnr vjl OF C/;r EDUARD0 M. VARIAS r ..r.... ......... «......... i....., 9 i 88236 SEP 0 4 2009 0 FL-1114a n •—O• 0'-0' mr—ObUT—TO—OUT OF FINISH WALL XFL-311 X (TV.) EXISIWG BU0..d ® 8AR 4 Y 33 12'-2 —1 — — 1 '— c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �j mO: G F -51 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m ----- ---- ----- Ir ROOF SHEETING PLAN PANELS 28 Gm PER — GaWksm Plus EYEBROW CANOPY PANELS: 26 Ga. PBR — Gawkww Plus FL—IBAL tYf I U MEMBER SCREWS PBR ROOF PANEL O 12' O.C. SCULPTURED GUTTER �., (FL-18D) ' 15'-3' ELEV. IRANSMON TRIM EAVE STRUT o (TO BE SITE VER.f/� 0 SPACER TRIP (YEST-33) l x N � 14'-Y ELEV. f1MNG BL j (EXIS R100 FRAME (NEW BLDG.) I 1 1 /4' TNK 1 4' CLF.I�RANCE F BRICK l .Y. OFL-1aAR SECTION 0 T �/t D P 1 nr 0 TNT , A % Ty 0t; TO (,� J J +'s �c LLrr4 trt Q0l�' 4</S0cFh.� '+ EDUARDO h1..VARiAS r...i............ .......i... rr = 88236ZCeQ F�SiaN�a� A SEP 0 4 2009 CITY f"C ENDWALL FRAMING: FRAME LINE 1 NOTE 4' THK VINYL BACK INSULATION(WMPV50) - WHITE Q1' 70L-16 9•-8 !] 2 XFL-16 9' -8 12 12 1/2' 2/z' - (,)RST-0, r-07 (1)RST-01 ("-0') -16 R'i66AAL —BWR FL— ,BARB ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R - LIGHT STONE S2000 ENDWALL FRAMING: FRAME LINE 4 NOTE. 4' THK VINYL BACK NSLAATION(W MPV5O) - WHITE 4 FL-168 (2)XFL 16 (9 -ei BOLT TABLE LINE I & 4 LOCATION OIJAN TYPE DIA LENGTH ER-1/ER-2 8 A325 5/8 1 3/4 ER-1/ER-3 8 A325 5/8' 1 3/4' EC-1/ER-1 2 A325 5/8' 1 1/4' EC-2/ER-2 2 A325 5/8' 1 1/2- EC-3/ER-2 2 A325 5/8' 1 1/2- EC-4/ER-1 2 A325 5/8' 1 1/4- EC-5/ER-3 2 A325 5/8' 1 1/2' EC-2 WBx,O EC-3 WBx,O EC-4 8x35C14 EC-5 WBx10 ER-1 WBx,O ER-2 W8x,0 ER-3 W8x,0 G-1 8x25Z18 G-2 8x25Z16 CR-1 8x35C12 �u �l L 12 CB-75F n o N 93 0 'm h 01 e0 UK 1 I 1 i 1 I I I 1 1 1 1 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. R - LIGHT STONE 5=0 DRAWING STATUS ND PPROVAL DALE OFSDM'1101 BY ❑ � DRAVANGS. BEING FOR APPROVAL. ARE BY DEFINITION NOT A 09.18.09 FOR APPROVAL FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. 11ER O 09.04.09 FOR CONSTRUCTION GLE PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PRO�ECr DOCUMENTS, ONLY DRAVANGS 6SLIED -FOR CONSTRUCTION' CAN BE CONSIOERRED AS COMPLETE FOR PFRMR: THESE BRANINGS, OEM FOR PERMIT. ARE BY DEFINITION NOT FINAL IN THAT. AS A MNMUM, PIECE MARKINGS ARE NOT WMTFm. ONLY DRANNGS ISSUED ' FOR CONSTRUCTION ' CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION, FINAL ORAYANGS. �...... ...................... r.EDUARDO M. VARIAS 4......... ...................... � rl 88236 : e It 01VAL SEP 0 4 2009 c/Tv Copy OMO Rr Lds Drm 0719 cnFncE FAX 713-406-M oEaLwmm ENDWALL FRAMING & SHEETING ELEVATIONS 9ff SEE ABOVE Omaat HULL & HULL INC. FIRE TRAINING FACILBY Lamm 12201 NORTH 'C' ST., LA PORTS. TX 77571 CA DY GM8 or Stu ALG NTS 1 109-033 1 1 E3 0 7` FL-599 RFt-3 RFt-3A c 1 I n 14•� 17-41/2'..._ 6'-4 1/2-L•�� SIDEWALL FRAMING: FRAME LINE A NOTE- 4- THK VINYL BACK INSULATION(WMPV50) - WHITE • FIELD SLOT GIRTS/JAMBS IN WAY OF BRACING I I i FL- 1BAL 3 FL-18D 20'-2 13 6 FL-272 10'-27 I n co if h •; 1 1 1 r , in if h of of of � if `rI •nf -rf rifr7p 1 � P �^ FS-1 n nV1 SIDEWALL SHEETING do TRIM: FRAME LINE A PANELS: 26 Ga. R - LIGHT STONE 52000 NOTE: FIELD ELD CUT PANEL IF REQUIRED- — — — — — — — — I STEEL LINE L-, L _ 1: 'R' SECTION "A" SECTION "B" G-5 G-5A 8x35Z16 8x35Z16 So — — G-58 8x35Z16 .1 G-5C 8x35Z16 1 — G-6 8x35Z16 mi G-6A 8x35Z16 G-7 8x25Z16 •, G-8 8x35Z16 1 - i 'j C8-1 C80313 n I CB-2 C80313 x IG 1 I 1 n ---- BA 1 ----C� - -- --3 ------------------ --------------------- EC-4 EC14 CFL-569 3 RF74 RFt-1 EC-1 4 12'-2 1 /2' � T-9 i /2' SIDEWALL FRAMING: FRAME LINE C NOTE 4- THK VINYL BACK INSULATION(WMPV50) - WHITE it � rA , FL-18AR FL -I (2)FL-272 (10'-2-) (3)FL-180 (20-27 ,l� Gf7A 5 V ` ` _: L ti:-•. FL,BAR 13 ❑ L r - ------------ - - - - - - � ---------------------- (4)MEST-33 (12 -27 (i)CT-01 (0'-10-) L I I ' I ! A• I .8. I I ^ n o TE-N TO EXISTING BLDG. I I I �.\'`1b�. till FA'•=U�1 k _•,�' Ew of PAN I — — — — — — — — — — — — — — — — — — — — — — — — — — J , 2- SIDEWALL SHEETING &TRIM: FRAME LINE C f r «•••• r•EDUARDO M:•V....ARIAS START aF PALL PANELS. 26 Gm R - LIGHT STONE S2000 -O ,• 88236 17- POP '(� 10' f�'� 10' RIVETS I I I I 1 9Q %., �tj. �Fst1L+..... E,�,.• ----- • -- 1�11��`~1. ETING MEW' I I -pop TVPETS 7/8 •, N SEP 0 4 2009 E�LE N • REMOVE T I � f� -- OUL TSgIUDE �BEYOND� I •- i _ ♦-----� ----4 �l 3 / 7 MEMBER SCREW-]- IfrVu! SECTION 'X'X' up FS-1 DETAIL ....��.r ..., =�✓r•rta•�aw.orr r r r .rr rrr.r.r. rr 26 m PLUS 1Y-e' FL-51 BUILDING CROSS SECTION FOR FRAME LINE 2 3 3 1'1--., 12 T.� L LJ F / Z rt YV f`n LV r'j3r %yJ /1.^e`1, mil,.•,') t.'(I Cur�1;. Y� C/7..ySEP 0 4 2009 co�y pOTCE 'o . 11• i BOLTS 6 SECTION AT ENDWALL COLUMN ENDWALL 2'-4 RAFTER iLAP LAP(� PLAN) o e "IlE OCZ N ar o o �) BRACE SPLICE AT SURFACE CHANGE I O PURLIN TO RAFTER DETAIL ENOWALL RAFTER ENOWALL LOLR/N (4);'a14•A325 BOLTS CORNER COLUMN TO ENDWALL RAFTER LWN FRAME INTERIOR COLUMN HA NNE BRACE SXEEIING (F REDO) AWGIE� DOOR a--sl � 1 YIN43--i 4• _ _ _ SIfEWNL SCREWS MFTBOIt fP/dNE BAY DIMENSION BAY OBEtt1510N FLUSH ORT (Xfl1. AT "TER IM" Au as AE NYBL X r m •Mx lea 4•, . r EAE $MIt BUTTON HEAD DOOR BOL35 ----------- HATE WELDED TO 1 • I DOOR D" HEADER SECIIDM ELEVATION i/rm x I• DOLTS SECTION}. x ,l' noLTs ELEWTON DOOR HEADER TO RIGID FRAME L3 JAMB TO EAVE STRUT CONN. DOOR HEADER TO DOOR JAMB ENOWALL DIRT ^xF' ENDWALL CC.WN LO_ _OJ "W ENDWALL CDLUMN ALL CEB I r Orx L�a"wo / AGAIN Fl AME SIDEGIR / GIRT ALL I� °1 1 °I r i 4• . ATi'.`FlBEIdA: WASHER S ER NUT EVE BOLT�� sDrTED THOLE (��l DIAGONAL CABLE. EYEBOLT END GIRT 6--a i� R mLB.N SHEETING ar (Rc5) �o �J1/4 __ SDEWALL GIRT D4 COLD FORM CORNER COLUMN AIL BLLTS ARE VrO x r NA UlM MM y;Y : 1;' A325 B ft WIND SENT WIND COLUMN C1lDDR COLIII.1 of V" BENT OR VNND COLUMN J TO BUILDING COLUMN STRAPPING (GIP.) (r X 24GL)—\ KSE . . - • .1 `PANCAIM SLEW (2) EACH LOCATION TEX 3 WALL STRAP DETAIL SIDEWALL ENOWALL CtiLWNN GIRT 1 R I x I N I ROTATED x 1 E'l_X COLUMN p p N I N I o e N O o R o ° i WASP PLATE SHEETING WELDED— ENDNHL ANGLE CLPS GIRT PLAN EL&CION CORNER COLUMN TO WALL GIRT E3 BASE PLATE FOR ENDWALL / ALL Baa AM I/.A X f ILL USES WIED COLUMN SCREW AT EACH MEMBER � FAVE STRUT 'Wr EAVE STRUT CONNECTION FLUSH G6tT BEARING FRAME ALL qA AIE A X f N6 IML45 xREB MOWALL COLUMN O O BASE PLATE PLAN ELEVATION OBASE PLATE TO ENDWALL ES COLUMN OR DOOR JAMB SAVE STRUT �� ---- G� IXXxt , ; 1 FRAME COLUMN �� 4Y . 11• WILL Gxtr n u SSIHON EMiN1TCN `J� EAVE STRUT TO RIGID FRAME K3 GIRT TO JAMB W/ 1/2'DIA x 1' 2'x 24 CA / O STRAP (BFId1 OL» PAW READ SCREWS (TYP) (1011' PHLPS PMQW WAD SLEW $AS) 4 KS. EACH LOCATION ❑FOR APPROVAI• NO. DATE THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT A 08.18.09 FOR FINAL. AND ARE FOR CONCEIMAL REPRESENTATION CNLY. DE1R 0 09.04.09 FOR PURPOSE is To CONFIRM PROPER wrE PRETATION OF THE PROJECT DOCRAEMS ONLY DRAWINGS ISSUED 'FOR CONSTRUCTION- CAN BE CONSIDERED AS COMPLEX FCR PERMIT - THESE DRAWINGS. BEING FOR POUT. ARE BY DEFINITION NOT FINAL IN THAT. AS A MINBILIM. PIECE MARIONGS ARE NOT IDENTIFIED. ONLY IN DRAWGS ESUI • FOR CONSTRUCTION • CAN BE CONSIDERED AS COMPLETE. FOIL (yX,NeTRIICOON� FINAL DRAWINGS r x 24 OR . X— STRAPS (STD. • RIDCQ _ ti r �T, r x 24 CA . X- STRAPS • EAW . 5 PUIM SPACING ONLY. I - TYPICAL SAG STRAP DETAIL (BRACED AT TOP k BOTTOM) EDUARDO M. VARIAS .... �..... ...... ..»....«....,... Jp -�'• . 88238 tttlS/OVAL �O ht�troati�, SEP 0 4 Anna NO I BY acD "R.id Ld• hie INCISION. 7X TT054 GM8 TS In FranZo n mmwmN DETAIL PAGE szE SEE ABOVE amom NULL k HULL INC. FIRE TRAINING FAGUIY LamIDN 12201 NORTH 'C' ST, LA PORTE. TX 77571 1 rm BY GMB Wir N0 ALG NITS 109-033 St if if 12' BASE, EAW- RAKE 12' 12' 12' INTERMEDIATE GIRTS STITCH SCREW AT �'F� B SCREW XACING AS NOTED 12" 12" 12' PANEL END LAPS ONLY Y 8• 2' 8" Z. Be Y STITCH AT ZO' O.C. MEDMFIER SCREW gPACMG (AS NOTED) FASTENER LOCATION "R" AND "PBR" PANEL AT WALL 0 mi if 12' 12, 1[r X ID' 2' 16" PANEL FASTENER LOCATIONS DETAIL 'A" (ALL MEMBERS EXCEPT AS NOTED) if 12' 12' 2' e' 2' z• 8• 2" 2' 8" 2" 2 PANEL FASTENER LOCATIONS DETAIL 'A"J (EAW MEMBER, PEAK MEMBER AND PANEL END LAPS) FIELD TRIM DOWNSPOUT AT LAP STRAP POP RIVET (TYP) (14 REOD) 2 BEADS CAULK 2' LAP AND POP RIVET 'I` GUT "R" PANEL DOWNSPOUT ATTACHMENT TO HALL PANEL - FIELD CUT AND V QIM FIELD DGUTTER DOWNS r�30 STITCH SCREN6 TABS INTO DOWNSPOUT STITCH SCREW, VE ( GUTTER) FL Z72 HEAVE STRUT 09NMSP_OUT POP WALL PANEL MEMBER SCREWS AT It ON CENTER NEAR TRIM HEADER BEADER DETAIL FOR FRAMED OPENINGS s'n APE SEAL PANEL AT 20' O.C. (FOR ROOF ONLY) : �3/8 X 3/32 THICK (S1D.) EXTEIM LEG DETAIL •A• (ON 'PBR' PANEL ONLY) NOTE SCREW PATTERNS SHOWN SATISFY U.L. 90 REQUIRE- MENTS FOR ROOF FASTENER LOCATION "R" AND "PBR" PANEL AT ROOF Y WIDE X 3/32 TAPE SEAL (OPTIONAL) MUST BE SPECIFIED ON THE WORK ORDER WALL PANEL JAMB JAMB DETAIL FOR FRAMED OPENINGS AT RN INNER SCREWS AT TIit ONUS INSIDE CLOSURE ROOF PANEL RAKE TRAM CSM ENT iAPE SEALANT UNDER TRW STITCH (XFL-16) PANEL AT ON CENTER MEMBER SCREWS MeWS PANEL(�AP2IR1 AT 12" ON CENTER Al 12 ON CENTER SHEETING GJTTER ((FL-18D) AT 121TO�N BIER L SAVE STRUT -- -'PURUN AT 24' QG OPTIONAL) WALL p�q OUTSIDE CLOSIRE (BEYOND) OUTSIDECLOSUI, k STITCH ALL PANEL RAKE DETAIL WITH SHEETED WALL LOW EAVE DETAIL WITH GUTTER STITCH SCI AT 6' O.C. VHEADER EADER E WALL PANEL REW a0 1 0 C SECTION THRU HEADER FRAMING ELEVATION HEAD JAMB !T 1 (tr0 PLATE 2PR�KXTS O �TURER) JAMB TRW DS STRAP OINOTY BASE ANGLE EAVE HE1G1R (Aim Y iv-0 DOOR JAMB PANEL 17-0 2 UM 14-0 3 ANGLE 1G-0 3 ALUMINUMOD FT85HED FLOOR 25-0 5 TAIL -INS :, +: TAPE SEAL DOWNSPOUT DETAIL AT SHEETED HALL GUTTER AND DOWNSPOUT DETAIL AT SHEETED WALL INSIDE CLOSURE W/ CONTINUOUS TAPE SEAL TOP JL BOTTOM r-MEMBER SCREW i--• ROOF PANEL Nuorn a.rtcNT SIRIN AT 24. ar- EAVE DETAIL WITH GUTTER (PARTIALLY SHEETED WALL OR OPEN WALL) 'B t Buwq Column cm FIT. Ft. Satan " ' BAY Wind Bent Elevation Em -UrarEi I;- (2)1•0 X 1; A325 BDlb (TIP.) Bent Section " B " —LLiJ 11 �� t •MDin From Column Stw u.. Mch BD Section .A. Bolt PIm Section " C " FLUSH WIND BENT (FLOATIlVG� FOR APPROVAL• THESE DRAWINGS, BONO FOR APPROVAL ARE BY DEFINITION NOT FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PLRPOSE IS TO CONFIRM PROPER INTERPREFATON OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FIN AN CONSTRUCTION' CBE CONSIDERED AS COMPLETE ❑FOR PERMIT` THESE OiAVANGS BERG FOR PERMIT, ARE BY DEFINITION HOT FINAL IN THAT, AS A MlWUM, PIECE MARIONGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED ' FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE ®FOR CONSTRUCTKM FINAL DRAWINGS. TRIM DETA L GIRT (FIELD MEMBER MCUT AT JAMB) f - - - - - DOOR JAMB WALL PANEL JAMB TRIM SECTION AT 3'-6 GIRT DETAIL "A" - '4i' AT BASE W/SWNG-OUT DOOR PERSONNEL DOORS (WALK DOOR SECTIONS) RWr .)ILLL UrNL RAKE TRIM STITCH SCREWS AT V ON (XFL-16) CENTER WITH CONTINUOUS TAPE,'�G SEALANT ROOF.PANELjf '4' s, , 'q• ' MEMBER SCREWS AT 2e ON CENTER O �i;Lc T � C/tj I�¢ tj p. T i � t.n �� STITCH SCREWS AT 12" ON CENTER (?T:,� f ^• RAKE SPA O MEMBER SCREWS AT 12" ON CENTER ( j RAKE DETAIL WO OPEN WALL MEMBER6" ON CENTER �•r�--- F-TF 122t AT INSIDE CLOSUREk ROOF PANEL t ' - - " SIMPLE EAVE TRIM /r.EDUARDO M. VARIAS S... «»...................1... MEMBER(SCR2EWS 8X25C16 �f .e S 88236 Q AT 2e ON CENTER � STITCH SCREWS htZiON CENTER lANL�-O:EAVE TRIM(E�a�j '/ - I��EMBER SCREWS S E P 0 4 2009 �j ATII 12' ON CENTER LOW SAVE HA L wl-' AVE TRIM NO SOFFIT If r.�,..4. .." ... DESOtPTgI BT rxb rnD NM LdN DIM APPRWAL IIDUSIOL ix rimCONSTRUCTIONGA6 LATS 'n eenence A n3-4ee-mss ALG I HITS 1 109-033 S2 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.