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1218 S BROADWAY ST_05-0553___________
1218 S. Broadway (CLP#05-8207) --Dollar General---- TG CPHONE CALL A.M. FOR TIME R M. PHONED OF RETURNED F e 3 U YOUR CALL PHONE �"'°°`F AREA UO NUMBER • EWENSION PLEASE CALL MESSAGE WILL CALL AGAIN LAME TO SEE YOU WAMS TO ;/p Af9l 2/at/or SEE YOU Sit O � FORM 4003 REEVES DEVELOPMENT, LLC ftmf Fimu Coarepi to Cwnplrriwi GUY P.RICHARCS 825 Ryan St..2nd Floor Lake Charles.LA 70601 337.433.0200 Chico 33].433.9040 Fax 337.302.6916 Call 9ncnmtlstFMveSdeV.corn r INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET COMPANY: FAX: 3 3 7 �-.�� - PAGES (W/COVER): FROM INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET COMPANY: FAX: 3 3 7 �-.�� - PAGES (W/COVER): FROM DATE: l� DJr TIME: - Z REMARKS/COMMENTS If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 •��.—S:\EPShe \INSPECR'ION^DMSIONVnspecdom\FAX COVERSHEET REVS-0SAdc P. 01 TRANSACTION REPORT SEP-14-2005 WED 09:23 AM DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE M4 DP SEP-14 09:23 AM 813374339040 28"(1) 2 SEND OK 865 TOTAL 28S PAGES: 2 TO: INSPECTION SERVICES DIVISION 604 WEST HONE: ON a ApiM Y, A FOR oosi TX 17571 71 if FAX COVERSHEET i e i_ INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX (281) 470-5005 FAX COVERSHEET TO: COMPANY: FAX/,- 7i' :7 PAGES (W/COVER): FROM: DATE: �`�TIME: REMARKS/COMMENTS 337-7g4-- jP®z If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 °:NaM seWSPEC--FIOAF--DIVISIONUmpecdomffAX COVERRSHEETREVS-05. 6 PERMIT APPLICATION City of La forte Established 1892 281470-5073 Building Mechanical *Electrical *Plumbing *(See back of form) Project Address: Lot: Subdivision: —Block: Owner's Name: Phone: Building Street City Zip Street City Zip For City Use Only Sq. Footage: # Stories Describe Work: Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Commercial Buildings Plans Only Fire Marshal Checked/Approved for Issuance CE:. Special Conditions: Permit No. Permit Fee Plan Check Fee: S-.U%=VMPwioacS]t?.aappvas.da 604 W. Fairmont Pkwv. ^ LaPorte, Texas 77571 • (281) 471-5020 . 1 COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MR41MUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (V 5 - Flat fee) $ 3.00 Above Items (All Others) .60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Wmdow 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) $I5.00 each Reconnection of Service $15.00 each Reinspection Fee $20.00 each MOTORS: Up to but not including %z by $ 1.50 each r/z 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 $7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage PittDrain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-1 outlets,, wfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $20.00 each _ Total S:\CPSho UNSPEGEONDI=ON\bsp =Zldg P,,,R Appl sido20dOldoo 2 of Lb Porte ,.E 04 Lei I I Lei OF ; /Zi INSPECTION THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made (- before the lob will be accepted 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. s After additions or corrections have been made, call 281-470-5130 1 i G% For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN C_ aI DAILY INSPECTION LOG 3<� Q 026237. DATE: TIME: I �— CONTRAC TOR/HOMEOWNE TYPE OF INSPECTION: O REINSPECTION� I a, PHONE NUMBER: PROJECT AD SS: RESULTSM_� NO PERMIT NUMBER: SPECIAL. NOTES: INSPECTOR'S SIGNATURE: Jut City of La Porte 604 W Fairmont Pkwy" �La ` Porte, Tx 77571 INSPECTION LINE:- (281)470-5130 (281)470-5073 ****ZONING PERMIT**** ----- ----- ------------------------------- ------------ 05-005-0 0554 Date 4/22/05 0554BROA Application Number • • ' • . S000 AY ST Property Address 024-194-023-0001 HCAD Number . • • • : G"PERMIT Application description • • . ZONIPNRTE Subdivision Name • LA • • • . . REAL VACANT COM IN CITY Property Use COMM - GENERAL Property Zoning . • • ' • ' . KILBLER JOHN S TRUSTEE Property owner • • • • ' • . PO BOX 956 Owner address . • • • ' ' . LA PORTE TX 775720956 Other struct info . . . . . SIC CODE (ZONING PERMITS) X --------- -------- -------------- ----------------- PermitZONING PERMIT Additional desc . . 5399/RETAIL STORE/DOLLAR GENER Permit Fee . . . . 25.00 4/22/05 Valuation Issue Date 10/19/05 Expiration Date . . Qty Unit Charge Per BASE FEE ---------------------------------- Special Notes and Comments DOLLAR GENERAL SIC#5399 HOUMA DOLLAR PARTNERS,LLC RETAIL STORE (GENERAL MERCHANDISE) Fee summary ----------------- Permit Fee Total Grand Total Charged ---------- 25.00 25.00 ---------------------------------- THIS PERMIT BECOMES INVALID OCCUPANCY, TEN�6Y OR SPACE. 1 OWNER OR AGENT LILA ZONING ADMINISTRATOR Paid 25.00 25.00 Credited -------.00 .00 CrDpx 511 Extension 25.00 Due -------.00 .00 ----------------------- TH ANY CHANGE OF USE, P,70F THIS BUILDING OR LEASE _DATE DATE m� CITY OF LA PORTE Lo COMMERCIAL PETITION TO TIE —ON TO EXISTING -� 2 6-'�� �, ► l a3 WATER AND SEWER MAINS5 14 ld�c C +I.2LA '1CoDI PERSON MAKING REQUEST: O of 9 er`eorca PHONE:_33J-`I'✓)?) STREET ADDRESS (WHERE W/S IS NEEDED): /o2/S .S. ✓�S�nani_�t.. PROPERTY SIZE*: 5 ' X IR 6 = ,3 SO . SO. FT. (* ON LARGER TRACTS, AREA DESIGNATED SHOULD INCLUDE REQUIRED SETBACKS) 3 3� asa FEES - 33� .S,o WATER CONNECTION FEES - $7.30 PER 100 SQ. FT WATER TAP - $184.00 (5/8-3/4" TAP* ONLY) TOTAL WATER CHARGES 00 SEWER CONNECTION FEES - $7.00 PER 100 SQ. FT. $ �_ 3 a �% '5r SEWER TAP - II $ ' Ss $ a $ 8 goo a a SEWER INSPECTION FEE $ 5.75 r _ TOTAL SEWER CHARGES $ �O 33 a, TOTAL WATER & 1SEWER „uS:IGNATURE-� --wP SON- MAKSNGwREQU$ST '�z? ( ) FOR LIVESTOCK USE ONLY - WATER FRONT FOOT FEES NOT APPLICABLE AT THIS TIME * MINIMUM SIZE TAPS - NOTE: 6" IS $300.00 NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT /^ DATE OF PAYMENT: U PER ORDINANCE NO. 759- INSP./08-195 RECEIPT NUMBER: CLERK'S INITIALS: WORK ORDER NUMBER: Dept. Forms/a:commws.fee �CJ404 o � y— l9y- 023 TOE vvv CITY Ow LA PORTE, TX *** CUS'. ER RECEIPT *** Batch ID: PE_BONNIE 4/22/05 02 Receipt no: 87470 Tp Sv Description Qty Amount 2005 553 BP PERMITS 1.00 $7457.00 REEVES DEVELOPMENT LLC 2005 554 BP PERMITS 1.00 $25.00 1.218 S BROADWAY/ZONING Fender detail CK Ref#: 9776 $7482.00 Total tendered: $7482.00 Total payment: $7482.00 Trans date: 4/22/05 Time: 15:45:20 THANK YOU FOR YOUR PROMPT PAYMENT 1�`' - 00 REEVES DEVELOPMENT, LLC CAMSAN 825 RYAN ST. 2ND FLOOR, E cox rases u K 84-134/652 18 09776 LAKE CHARLES, LA 70601.4244 DATE PAYTO THE ORDER (�i 7 / Of Z4 Cr%1�'G7 OF.- .. u ii'009776ii' I:065ZO;i3L,9i: 4500207S86ii' AMOUNT $ 7Ll 92 62e) w 0 0 'I a �D GiM.�I-c�ir� 00, _EB 17 2005 City of La Porte PLANNING DEPARTMENT 604 West Fairmont Parkway - La Porte, Texas 77571 Office: (281) 471-5020 — Fax: (281) 842-1868 W ww. c i. l a-oo tte. tx us For City Cee Only \( Ch Conflict (InN,I Conimt# � DEVELOPMENT REQUEST FORM NOTE TO APPLICANT In order for the City to effectively process your request for an Address, Utility Verification and/or Culvert, please include a Site Plan or Survey of the subject property illustrating all existing and proposed improvements. Mailing Contact Information (to be completed by applicant) Far: 43>) <133-9DStD Property Information (to be completed by applicant) Description of Development (i.e. Residential, Commercial, Other): To h Aio ,. , n ..: l o:.... P_. Address of Property (if applicable): Legal Description of Property (Block, Lot & Subdivision or Other): Tax Account Pitim z I - � _ � - I hereby authorize the City to process the following request(s)(Check a !that apply): ADDRESS CULVERTUTILITY VERIFICATION Please indicate how you prefer to be notified of the results ofyoura [cation: E-MAILPHONE MAIL.ra-FAX �l Signature of Applicant Date of Submittal 'Utility Maps are availablefor review in the Planning Department R:1CDR—Repottie,CrrIZEN•DEVELOPER REQUEST FFORM(REVISED).doe A�� 3 CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: (281) 471-5020 / Fax (281) 842-1868 wwwxUa-oorte. U. us February 17, 2005 Kelly Morrison 825 Ryan Road, god Floor Lake Charles, LA 7D601 Re: Letter of Infrastructure Location (CDR-05-018) REVISED 03/03/05 Dear Kelly Morrison, HCAD# (024-194-023-0001) R.T.E.# (8744) In response to your request for public services to your proposed development located at Block 1123, Lots 1-8; 25- 32, Town of La Porte, the Planning Dept has determined the following: L Address: The address assigned to the property in question is 1218 South Broadway. 2. Zoning: This property is currently zoned GC.. •3. Culver/Drainage: Culvert request must be permitted through Texas Department of Transportation, contact @ 281464-5501. ••4. Water: Water Service is available to the property in question. An 8" waterline runs north to south on the west side of South Broadway in front of the property in question. The nearest fire hydrant is located at the northeast comer of the property in question. "5. San. Sewer. Sewer Service is available to the property in question. A 15" sewer line runs north to south on the west side of South 1" Street in back of the property in question. The nearest manhole (#1342) is located in the alley at West "K" Street nest to the property in question. 6. Sired Surface: South Broadway (Asphalt) This letter does not constitute permission to build. All City of La Porte ordinances and regulations must be satisfied prior to receiving permits from the City of La Porte. 'The City of La Porte will install driveway culverts for residential developments only. .+ The City of La Porte does not guarantee capacity of its utility mains for specific development. The services of an Engineer or other professional should be obtained to ascertain capacity of existing utilities. Sincerely, PRolke Engineering Technician CC: Inspection Services Division Engineering Division 0 February 17, 2005 Kelly Morrison 825 Ryan Road, 2°d Floor Lake Charles, LA 706k1 Re: Letter Dear Kelly Morrison, In response to your request for public 32, Town of La Porte, the Planning D 1. Address. 2. Zoning. *3. Culvert/Drainage. **4. Water. **5. San. Sewer: & Street Surface: CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, 7X 77571 Phone: (281) 471-5020/Fax (281) 842-1868 wwwxUa-Porte.l (CDR-05-018) s to your proposed development located at Block 1123, Lots 1-8; 25- determined the following: The address assiehod This property is curr( Culvert request must contact Q4 to the property' question is 1218 South Broadway. zoned Rater Service is available An 8" waterline runs north Property in question. / [hrough s E e t 3 13 ]0-(— property in question. i on the west side of South Broadway in front of the The nearest fire hydranfis located at Nnortheast comer of the property in question. Sewer Service is av lable to the properIX in question. A 15" sewer line s north to south on the est side of South 1" Street in back of the opert pry in questi The nearest m ole (# 1342) is located in the all e at West "K" Street nerd to the property in qu tion. South Broad y (Asphalt) This letter does not constitute pe satisfied prior to receiving permits *The City of La Porte will install r ** The City of La Porte does not Engineer or other professional sho Sincerely, Joe Rolke Engineering Technician ion to build. All City of La Porte ordinances\regulations must be the City of La Porte. ay culverts for residential developments only. tee capacity of its utility mains for specific deTheservicesofan obtained to ascertain capacity of existing util CC: Inspection Services Division Engineering Division P Block 1123, Lots 1-8, 25-32, Town of La Porte Water Line Details L w L" a V) 6` 3 Block 1123, Lots 1-8, 28-32, Town of La Porte Sanitary Sewer Details !! ,D�:7c - 1343 ;EET ----I Z co m 0 Im EAS1 13�5 TRANSACTION REPORT RECEIVE 01 APR-22-2005 FRI 03:27 PM DATE START SENDER RX TIME M PAGES TYPE NOTE APR-22 03:26 PM 2813325134 44°(1) 2 RECEIVE OK M# f�%�„ �/�t h5�/l�.i CITY OF LA PORTE COMMERCIAL PETITION TO TIE -ON TO EXISTING WATER IA -ND SEWER MAINS PERSON MAKING QUEST: o l I �r e%� e / HONE: STREET ADDRESS (VEREW/SS NEEDED): i3 F LEGALDESCRIPTIOTY: �r o'f 1/I25 / P GPROPERTY SIZE*:X ' = -5 .Io 06 = S . FT. _ON_LARGER TRAESIGNATED SHOULD IN UDE REQUIRED SETBACKS) 17.3ox539,= FEES b/ O WATER CONNECTION FEES - $7.3 PER 100 SQ. FT. $ J. g ' WATER TAP - $184.00 (5/8-3/4" P� SEWER CONNECTION FEES - $7.00 PER 7 X 15'92 SEWER TAP - $250.00 (4" TAP* ON ) SEWER INSPECTION FEE $4 8 o0 TOTAL WATER CHARGES SQ. FT. 00 $ 3.7Jy- — $�9,50go \TOTALEWER $ 5.75 CHARGES TOTAL WATER & ( ) FOR LIVESTOCK US/ONLY - WATER FRONT FOOT TIME * MINIMUM SIZE TAPS NOTE: 6" IS $300.00 NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUP PER ORDINAN-f NO.. 759-F INSP./08-'9 CHARGES DATE OF PAYMENT: RECEIPT NUMBER: CLERK'S INITIALS: WORK ORDER NUMBER: $ APPLICABLE AT THIS Dept. Forms/a:commws.fee PT 14 �#©a�-/��-oa.3-000/ 4TIF: 417? �y P. 01 TRANSACTION REPORT K MAR-16-2005 NED 11:18 AM D START RECEIVER TX TIME(U PAGES TYPE NOTE M# DP t MAR-16 11:17/AM 13374339040 1'01"(1) 6 SEND OK 573 TOTAL : 1M IS PAGES; 6 �C�K�K�K�KN�Nc�Ni����2�Mc��CNc�Nc �C � �K�K��NciK�C�C�N�Nc��C�K�NcN�NcNcNcMc ����Hc�C�����C�������Nc����N;Nc���C����KNcMcNc��&McNc�Nc�CNc �Nc�C�K�KNc�c�K�K�C��K INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTFq TX 77571 PHONE: (281) 470-5073 I''AX(281) 842-1868 FAX COVERSHEET nna.m AwTV- Q f7 f1 A sii./1 P. 01 TRANSACTION REPORT MAR-04-2005 FRI 11:36 AM DATE START RECEIVER TX TIME(U PAGES TYPE NOTE M# DP MAR-04 11:35 AM 13374339040 57"(1) 6 SEND OK 466 TOTAL 57S PAGES: 6 ss T;/-O T..,... 4 rn xi%s INSPECTION SERVICES DIVISION 604 WEST PAIRMONT PARKWAY, LA PORTEC TX 77571 PHONE: (281) 470-5073 FAX(281) 842-1868 FAX COVERSHEET TO- l'�Al.(t1 LLB tiI 2R� _�prv`�l� t INSPECTION SERVICES DIVISION 604 WEST FAIRMONT PARKWAY, LA PORTE, TX 77571 PHONE: (281) 470-5073 FAX(281) 842-1868 FAX COVERSHEET COMPANY: FAX: �3 I — ��j3— : [ti + Q' PAGES (I V DATE: J� 'T— o TIME: REMARKS/COMMEI Sb LLL If you do not receive all the pages, please contact us as soon as possible at 281-470-5073 S:\CPSh—INSPECHON DIVIS1ON%mSPmfl0wTAR COVER SHEET REV12-ndm INSPECTION DIVISION PLAN REVIEW COMMENTS DOLLAR GENERAL 1218 S BROADWAY 3-3-05 Unable to issue building permit until "approved" site plan is received from the City of La Porte Planning Division. 2. When the building permit is issued, the following fees will be due: Building Permit Fee: $1,475.00 Plan Check Fee $ 737.50 Zoning Permit Fee $ 25.00 ** See item 5 below for additional fees due prior to building permit issuance. 3. Furnish proof of submittal regarding Texas Accessibility Standards registration. 4. -If fill dirt is being -brought onto the siteJoutside the foundation) -a fill dirt permit- - must be obtained. If not, please let us know prior to building permit issuance. 5. Additional fees due at time of building permit issuance are: A) Water Connection fee: $3,883.60 B) Water Tap (5/8-3/4" tap only): $ 184.00 C) Sewer Connection Fee: $3,724.00 D) Sewer Tap 4" $ 250.00 E) Sewer Inspection Fee: $ 5.75 6. General Contractor must furnish current certificate oftnsurance to the Inspection Division prior to building permit issuance. Contact 281-470-5073 for insurance requirements. 7. Furnish copy of TXDOT culvert/driveway permits to the Inspection Division prior to building permit issuance. Contact TXDOT at 281-464-5501. 8. Furnish copy of Energy Code Analysis to the Inspection Division prior to issuance of building permit. 9. Show lot size on construction drawings. Unable to calculate maximum lot coverage. 10. All proposed signage will require separate permits. Sign contractor should submit his certificate of insurance and sign drawings with his sign permit application. 11. Furnish metal building drawings sealed by Texas Professional Engineer. 12. Drawings need to reflect the installation of a 6" sample well. Page 2 (1218 S Broadway) 13. Verify weather seal at bottom of building (see page A5.1 (19)). 14. Comply with Fire Marshal's plan review. (see attached) For questions regarding the Fire Marshal's plan review, contact Mr. Phillip Creamer at 281-470-5077. 15. For remaining items on this list (other than Fire Marshal's items), please contact Mr. Mark Huber in the Inspection Division at 281470-5067. 16. We are providing to you a sample document entitled "Project Design Information". (see attached) Please incorporate into your construction documents and provide applicable information. —17.--__Also. provided is the -City -of -La Porte wind load requirements: (see attached) Provide and indicate on drawings wind load design criteria in accordance with these regulations. S:\CPShare\INSPECTION DIVISION\Inspectiow\1218 S BRoadway Plan Review.doc rCOJECT DESIGN INFORMATI63i' PROJECT ADDRESS: PROJECT LOCATION: La Porte, Texas SITE AREA: SQUARE FEET BUILDING HEIGHT: Ft. SINGLE STORY OR MULTL PARKING PROVIDED: STANDARD SPACES ACCESSIBLE SPACES SPACE TOTAL DESIGN CODE: 2003 INTERNATIONAL RESIDENTIAL CODE JRC) 2003 INTERNATIONAL BUILDING CODE (IBC) 2003 INTERNATIONAL PLUMBING CODE (IPC) 2003 INTERNATIONAL FUEL GAS CODE (IFGC) 2003 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2003 INTERNATIONAL MECHANICAL CODE (IMC) 2002 NATIONAL ELECTRICAL CODE (NEC) 1994 STANDARD FIRE CODE NFPA 101 1997 EDITION LOCAL ANIENDiLIENTS OCCUPANCY CONSTRUCTION BUILDING AREA: BASE ALLOWABLE: SQ FT. (ALLOWABLE AREA PER TABLE 500) PROPOSED: SQUARE FEET OCCUPANCY LOAD BREAKDOWN: CONSTRUCTION MATERIALS: EXT. WALLS: ROOF: a.�FA,.2W4 04 .0 �-+ City of La forte u Established 1892 �' TEXAS WINDLOAD REQUIREMENTS The following represents the City of La Porte minimum requirements for wind load design criteria as per the 2003 Edition of the International Residential Code and the 2003 Edition of the International Building Code: 115 MPH International Residential Code (Residential) 115 MPH International Building Code (Commercial) For information on Texas Department of Insurance Windstorm requirements, you may contact 281-474-5025, Thank you and let me know if you have any further questions. SACPShare11NSPECTION DIVISIONUnspectionS\WINDLOAD REOUIREMENTI REV8/04doc 6OdW Pn; I—,,- F Pt—.— . r_ n_— T_..__.,., RECEIVE' AUG- 112005 - e `000� l71'cf a - Ile 5 - D• NOT REMOVE JOB ADDRESS' �•j . INSPECTION TYPE: DAT i. . THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the lob will be acceoted F� OPMA MWAH e jib?. S;Q�>o x1.. 200Jo i'rA OF YV i �,�, �, .-- 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 261-470-5130 � or additional information call 281-470-5073. % PRESS HARD - USE BALL POINT PEN . .. ..... ... I IS, GROUND PLBG 44 0 S �� r) SLAB FLOOD ZONE "AE": (YES) 0" If yes, elevation certificate prepared b surveyor must be provided to City before cover-up inspection. DATE ELEVATION CERTIFICATE RECd'ED . M IS: R ELEVATION SHOWN FOR TOP OF FORM Is ATION SHOWN AT OR ABOVE THE REQUIRED ITES) OR REQUIRED 6. x0 ME tio, A Sim r C/Up PE TI DRIVEWAY & SIDEWALK GRADING & DRAINAGE FAXED: ELECTRICAL FINAL 4-DS T-POLE FAXED: GAS TEST LK) Is —q- 05- 0 VL' SEWER TES't FINAL L AP Mdul. Of J V (4 to -,3 VL, S:XCPSHAREUNSPECTIONSMRES-COMLINSP&E'E.r.xLg j i COMMERCIAL W & S WORK-ORDEko �Vw, DATE NEW -� ' ADDITION " OWNER kdQ L Nft RA TAlA a CONTRACTOR & A., PH# 331- L3- 040 . DATE ADDRESS REQUEST (COPY MWJDFxomENGEL) iZONING CLASSIFICATION - FLOOD ZONE (PERENGINEERING) BLDG. PLANS SUBMITTED UMXrY EXT. AGRMT REC'D Y OR N a" aA -Dls BLDG PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE WATERFRONT FT. FEES SEWER FRONT FT FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT . &ACPSsmmumpoWm,NMM3ERaAMSPaHEer.aoe ci,c� PERMIT # 05- 5 � FEES PAID a�(�s 5-b IS Y,'n 0 1415, OD �------------ - '1Z5' z 4 3". 30 ZT) --N �j ------- �a I CITY C®PY 8 I a i I N 0 3a 0�1 8 . �i4co-r C)VVS=.,,� SURVEY OF LOTS 1 THROUGH 8, INCLUSIVE, LOTS 25 THROUGH 32, INCLUSIVE, AND.ALL OF THAT PART OF A 16 FOOT IN WIDTH PERMANENTLY VACATED ALLEY LYING BETWEEN LOTS 1 THROUGH 8, INCLUSIVE, AND LOTS 25 THROUGH 32, INCLUSIVE, ACCORDING TO SAID PERMANENT ALLEY VACATION BY THE CITY OF LA PORTE, BY ORDINANCE NO. 1374, DATED SEPTEMBER 7, 1983, AND RECORDED UNDER HARRIS COUNTY CLERK'S FILE NO. J-151766, ALL LYING IN BLOCK 1123, IN THE TOWN OF LA PORT, A SUBDIVISION IN HARRIS COUNTY, TEXAS According to the Plat recorded in Volume 60, Page Records. 112� of the Harris County 2628-HTC/H/WENDY RAY iEOF•r �P.•• , •. HOUMA DOLLAR PAR E KIBLER, JR., TRUSTE ..i"b�uau v I, 2005 JAMES W. GARTRELL, JR. v CONSUL LINO ENGINEER - SURVEYOR GULF COAST FNGINFERINr �10 - „Ar CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 a C E R T I F I C A T E O F O C C U P A N C Y Issue Date . . . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning . Owner . . . . . . Contractor . . . Application number Description of Work Construction type . Occupancy type . . Flood Zone . . . . Approved P E R M A N E N T 8/12/05 024-194-023-0001 1218 S BROADWAY ST LA PORTE TX 77571 LA PORTE LTS 1 THRU 32 BLK 1123 LA PORTE COMM - GENERAL KILBLER JOHN S TRUSTEE REEVES DEVELOPMENT LLC 337 433-0200 05-00000553 000 000 NEW, RETAIL STORE/CUST SERVICE METAL FRAME (TYPE III) MERCANTILE VOID UNLESS SIGNED BY BUILDING OFFICIAL CL City of La Porte .Established 1892 Customer Service Inspection Certificate Name ofPWS a d� PWS I.D.# 10 f Location of Service Reason for Inspection: New construction. ....................................... Existing service where contaminant hazards are suspected .............. ❑ �ry,` J � rr��Major renovation or expansion of distribution facilities ...... ❑ L.E'/y 1 l^ , upon inspection of the private water distribution facilities connected to the aforementioned public water supply do hereby certify that, to the best of my knowledge: (1) No direct connection between the public drinking water supply and a potential source of canpliance Non -Compliance contamination exists. Potential sources of contamination are isolatedfrom thepublic water system by an air gap or an appropriate backflow prevention assembly in accordance with ❑ Commission regulations. (2) No crass -connection between ihe pub lic drinking water supply and a private water system ❑ exists. Where an actual air gap is not maintained between the public water supply and a private water supply, an approved reduced pressure -zone backflow prevention assembly is properly installed and a service agreement exists for annual inspection and testing by a certified backflow prevention assembly tester. (7) No connection exists which would allow the return of water used for condensing, cooling ❑ or industrial processes back to the public water supply. (d) No pipe or pipe fitting which contains more than 8.0% lead exists in private water U ❑ distribution facilities installed on or after July 1, 1988. (5) No solder or flux which contains more than OZ% lead exists in private water distribution y ❑ facilities installed on or after July 1, 1988. I further certify that the following materials were used in the installation of the private water distribution facilities: Service lines Lead ❑ Copper �1PVC ❑ Other ❑ Solder Lead ❑ Lead Free FJ' Solvent Weld ❑ Other ❑ I recognize that this document shall become a permanent record of the aforementioned Public Water System and that I am legally responsible for the validity of the information I have provided �G�h 1 9/ - _ - ........ Re istration Number y Type-oflegistrahon., Date Uy" . . . . . . . . . . . . . . . .A tp (S 3 KLSULT X---;'VMA�� wz',�r�v'q Z' . -'' INSPECTOWI"�i�-�'-'., .1 EMAW VZOrNE IF-LOU "AEI,: (YES) OR (NO) If yes, elevation certificate prepared by surveyor must be provided to City before cover-up inspection. DATE ELEVATION CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FORM IS: IS ELEVATION SHOWN AT OR ABOVE THE REQUIRED BFE: (YES) OR (NO) r�c I An 06 It S:ICPSHAREIINSPECTIONSRES-COMLINSPSHEET.XLS City of L'al Porte 604 W Fairmont Pkwy -, La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** Application Number . . Property Address . . . HCAD Number . . . . Application description Subdivision Name . . . Property Use . . . . . Property Zoning . . . . Application valuation . Owner ----------------------------------------------- . . 05-00000900 Date 6/17/05 . . 1218 S BROADWAY ST . . . 024-194-023-0001 . . . MISCELLANEOUS . . . LA PORTE . . . REAL VACANT COM IN CITY . . . COMM - GENERAL . . . 15000 ------------------------ KILBLER JOHN S TRUSTEE PO BOX 956 LA PORTE TX 775720956 ----------------------- Construction Type ----------------------- Permit . . . . . Additional desc . Permit Fee . . . Issue Date . . . Expiration Date . Structure . . NOT Contractor ------------------------ AD DISPLAY SIGN SYSTEMS INC 27255 KATY FREEWAY KATY TX 77494 (281) 392-2828 Information ------------------------- APPLICABLE -------------------------------------------------- BLDG PERMIT -SIGNS INSTALL 2 SIGNS 125.00 Plan Check Fee 62.50 6/17/05 Valuation . . . . 15000 12/14/05 Qty Unit Charge Per Extension BASE FEE 20.00 14.00 7.5000 THOU BLDG - 1,001 - 50,000 105.00 ---------------------------------------------------------------------------- Special Notes and Comments 1.LOCATE AS PER PRINTS. 2.SIGN IN ACCORDANCE WITH ENGINEERED DESIGN. 3. NO PART OF SIGN ALLOWED IN U.E. 4.NEED ELECTRICAL PERMIT. 5.CALL FOR UTILITY LOCATE AT 1 800 669 8344 FOR RELIANT,CENTER POINT,SWB,AND CITY OF LA PORTE AT 281 471 9650. 7.IN ACCORDANCE WITH SEC.106.871 NO SIGN OR SIGN PART MAY HAVE LIGHTS WHICH FLASH,MOVE,OR ROTATE ... NO BECAN LIGHTS MAY BE PLACED ON OR MADE PART OF ANY SIGN. Fee summary Charged Paid ---------- Credited ---------- Due ---------- --------------------------- Permit Fee Total 125.00 125.00 .00 .00 Plan Check Total 62.50 62.50 .00 .00 Grand Total 187.50 187.50 .00 .00 ---------------------------------------------------------------------------- agent S_iiggna�ture of contractor or authorized /l_Da1ttee Approved b Building Official or authorized agent Date J'-U€ , 05 PM U PERMIT APPLICATION City of La Porte������° Established 1892 291-47a507-3 r v *Electrical 'Phrmbing_ Builds* 9 Mechanical *(See back of form) Project Address: 2 s. U� w� Lot: ---" I Subdivisiow G- � Block: Owner's Name: Address:_ Street Contractor_J�2 Address: Z 7 2ST Street LA Pp, - City Pu4 Si GH City Zip Engineer Building Use:_ Dc zt A rL Gs EuLA-L 'f sq. Footage: # Stories Valuation: ? a O `2 Describe Work:.,r rt" t-t- 0 SS t 611U For City Use Only I C—,A Q % Flood Zone Class Work s,.pr Sq. Ft Occupancy Typ Construction Type_ Use Zone(f G # Stories I - Cam, Pang Rol —� — Commercial Buildings Plans Q&-Fire Marshal Approval Date Checked/Approved for lssuance By:_ M 6 s —00 / vs ��Yl� -/ ti / N NGi=.420.oi✓ G Special ConditionQ N f 1 oj< 5,t1v X G(6tyQfV ,two a9 �� ljO . Taxes HCAD oaf Permit No� DCi ^ Permit Fee —, Plan Check Fee: may_ ► rn oN-t fl 04 L,A Porte. Texas 77571 (281) h71.5020' A9 �� �"�r h � ��oaCb oN a♦� i+nsc♦�cT )QT tt;tr O1 - ov R", S Ap CITY OF LA PORTE m 604.W. FAIRMONT PKWY. LA PORTE, TX 77571 281-471-5020 rexiae RECEIPT NO. DATE ✓ CHECKJMONEY ORDER NO. CASH CHECK MONEY CASHIER'S 2411(S ORDER CHECK RECEIVED P YMEZFROM PAYMENTFOR f AMOUNir V -p�- DESCRI IQN EMP YEE SIGNATURE CUSTOMER SIGNATURE GL CODE COMMERCIAL PLAN REVIEW COVER SHED -I ADDRESS: /'� /,41 OWNER'S NAME: r% /, PROJECT TYPE: NEW: ADDN: HCAD#: 4Z¢- J - a7-3—Om®/ HTE LOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPLTERMIT FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) l(If yes, permit cannot be issued.) (If yes, permit cannot be issued.) �(If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: to -%OJT INSPECTOR ITEMS NEEDED FOR ISSUANCE OF PERMIT: r votoffiC�15RRENT INSURANCE CERT. (if applicable) OK __/ rmle J S�✓ P/5 7�vG� -A 51 Gr/vTa�i�PP�Ty L !� OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSb=\WSPECr10N DIVIS10N&spectiow\COMI, PLAN REVIEW COVER SHEETAd Rev. JAN2004 INSPECTION SERVICES BUILDING PERMIT CHECKLIST (CON& ERCIAL) Job Address: �2��-75 s� 8/`9�eol Owner Name: lood Zone: Type of Work: New Date Received in Inspections: Legal Description: L- ` Zoning: 4 C�— Allowable Use76OR N Street/Alley Closing Action? Ord. #s: Complete and accurate construction drawings (all phases) are one of the most important steps in completing your project. They will be used to cost out the job, get estimates from any subcontractors, show details in legal documents, and to obtain necessary permits. FORMAT Furnish two sets of construction documents including the following items: Survey of Property dMoe Certified Site Plan to Scale indicating: (If required by Planning Department) • North Arrow • All existing & proposed construction • All required building setback lines • Utility Easements/Alleys, Streets (SBC 104.2.5) Yes or No (Dev Ordinance 1444)Yes or No (Appendix E) -- (Dev Ordinance 1444)Yes or No (Appendix E) I (Dev Ordinance 1444) Yes or No (Appendix E) (Dev Ordinance 1444) Yes or No (Appendix E) (show if applicable) (Dev Ordinance 1444)) Yes_ or No (Appendix E) • Distance for proposed structure to property lines (Dev Ordinance 1444) Ye_sr or No (Appendix E) w Inspections Division Building Permit Checklist Page 2 • Zoning Permit • Asbestos Survey (if applicable) • Energy Code Analysis (if applicable) • TAS (ADA) Proof of Submittal • F101 Resolution applicable • F216-00-00 Resolution applicable • Utility Verification Needed (CDR) • Address Request Needed (CDR) • Culvert Request Needed (CDR) • Fill Dirt Permit (City Ord 106-142) Yes or No (State Law) (State Law) YEs--Qr—> (State Law) zest —Nu (CLP Resolution) Y.- > or Ne (CLP Resolution) Yr or No (City Ord 106-141) (City Ord 106-141) (City Ord 106-141) Y---� T110 (City Ord 1444-A) Yes or �T^ • Flood Plain Development Permit (if building is in "AE" or "VE" flood zone) (City Ord 194-63) `4s—eF---z:a • Water & Sewer Fees Applicable (Ord 759-F) ur�� • Current Certificate of Insurance (City Ord 82-35) or No • Construction Drawings with Engineer's Seal (if applicable) N r ❖ Foundation Plans ❖ tructural Framing Plan ❖ Exterior Elevation Plan ` •,t Electrical Drawings ❖ Plumbing Drawings ❖ Mechanical Drawings ❖ Drainage Plan ❖ Slab Elevation (if applicable) (State Law) Yes or No (State Law) AYE' or No (State Law) YL es or No (State Law) Y-es� (State Law) Yes or No (State Law) (State Law) (State Law) (State Law) SACPShareVNSPECTION DIVISIONVnspectionsUrig P Checklist ComljanWoc T-379 P002/005 F-892 r HA rlu. • r. u r 06-02-'05 13:52 FROM -Ad Display Sign W-LV-CU mr u4;us rn �+ Project Address:-/-4 Subdivision 0warr's Name:_ Address: Z l g saver conbador: Address: Z7 2S Street PERMIT APPLICATION City of La Porte Established 1892 281.470.5073 fPg Mefhanical 'Electrical & a back of .$ R(ZAAD wAy Block Pbun( LA Qur-j� City tD1JPc4 City 3 •Plumbing_^ Zip 19 z - Z?Z8 zap Engineer, Building use:_ Do LAA rL CENU1AA,- -s � Sq. Footage: dt Stories Valuation: ? D 0.1 Describe Work:xJ`rj For City Use 0ccupanoy TYPe—J9— Flood Zone CvWmIetion T,pe—.�L/",5l Use zonae-.- L Me44-05/cr113 Class Work-_) 01 < WWSq. # stories_ _--'�Paejn8 �9 Corrmercial Buildings plans qgj-Fire Marshal Approval , Date Cheekc&Appmved for Issuance By: v W��'�-WE i1�r-z%,Ws �y�J Tw= &W04� KC — I U Wo LO Permit No, —_P t Fee 1�012 �t Pkn Check F Z i SAW Cery kdl Tj�j4 w _. T . Tsc9 f9R7 � A i.inxo GAL R a /.rGSt''�c� iro5� 1iV�oe �Vieh 0' 45WOV f9lt, S/,�;iV — �� mA4 • p d o i 5 . r x - » . - dtf - 7.•�'-'' a � 1 e ' 1 3 LAC a W NV f's it � 1 . Y • S 1 fo � a0 iT11 m •rl In as ti •.i ac CD {Ti Ls! M If) M m I N m I m I x N ❑ U x ti Q q W U CY T ] Y ow .. td wo Fwi,_ Jo ti Ld S_qd a3> .. J . 0 I - N �s NEW '95 GRAPHICS' �s nr Nov ` 9, 1294 ' DUALITE, ;INC.-' WILLIAMSBURG, 01- ID l�✓�M%H__. Ln R� °"S SIGN I,PULC DESIGNEB+ED t9d� 1 RC�''iDFORYEDLti SPEED A NPN WIND ND C6i{€ygVDE' 1 PREPARED PDW FNST�LLAl'I�N� USE iD7}LdgpZ{{y� SECi's I61S-1l F-WitDATIRI DESIGt! is BASED D11 n X'u 6x1.6 DF CP C21. OA�f - - "T LD COjICRETC Ai E DAYS AAD A SOIL. LATEAAI. B[AAING E '� �"""""t°OI- "° SCALE, NOTED TIAEWICEL an DATEI - I2/28/94 I NRAWN DYI BEJ PAEnwr 9F 150 LDS/SG FT/FT 3 "Aow. m�nm..r. RCF£AENC£ OEC 1806 4 7AtlE 19-1-A. M six smrnun SH£ET FIOb ,� SYtANIlIf. NIL %ZI (/ Sr 9 oT";I/ w—x 00 . f 1 __ E � UIYR FI� 11111 111 ll �l1 ri,+ 111n1 ifln� ufk fi111! Itlu milt 1'nl� 1) I. 1. 48. GRAPHIC ELEVATION FACE SPLIT\ 11 .IFIk{�� 111{I 11111 HIIIHIIIl II llllfll ,_I1111) fill IF �11 11171. �11��11 Il �'111 IFII111 u M ci �� SCALE J/B- a 1'-0- \-RED CABINET LBLACK EMBOSSED LETTERS 011 FORMED YELLO'p PAN w/DEBOSSED CORRUGATION It 1/2- MAX EXTERIOR WALL IRONS SIGN CABIN f0 HARWARE BY INSTALLERS TYPSECTION 1/2- - T` �fl lNSN'ALL�ffe.V nBl'AILf .(vo, ,arU➢ ➢ H I Au= equsf or lNSN VATI NA AM➢q➢AACa SSCN MUST BE INSTALLED $0 THAT NlNruAx�➢rAL rxArr aND THE BRACKETS ARE CONCEALED ➢xrs rcmmmAt Au➢ nurLo,Nc nines OM,css , 7 AS ILW STRATEO, 8P➢EIWW"Y6➢NigdLTLO dAb FtSAv�rei� ro�7 vl „urAuarrox urrr mq A)APS;_ 4.0 0!Tlrq 1NAX TAaIq AAs fM7fiW s iv Alex WATTS: 514 Af fur jur q/W Y.O.C. Sn0 ➢r xur evrrq/Ufaq, U.L. LABEL; STANDARD NEW '95 GRAPHICS' AS OF NOV9 199 F DUALITE, INC,- WILLIAMSBURG, OH, _ PREPARED FOR. INSTALLATION USE HODEL' DOLLAR 'GENE 3'-9" k 26'-0" SF WALL M7. SCALE, NOTED TOLERANCE, DRTE. f jzl/00 DRAVN DY, MTH . SHEET NO. T C DRA�dING Na 5408 J 1218 w LO m iELIMITURY 6Yt�11 ler = 7 E4Cf •wvL.nou. ty7 3 anrem,»nv... w.war.�au-. a•rnp p„ 04eaRi Roiwnawerir.e.Wee o tnac..c••ra.iu.rrs.w..xnr � ..MGr �.MwCal wl Ylp.La.ItaL ORiar G� LL• •IDM1e[I M ] 1'Ao pwfamMa i� prLMi R.ORaSw6\A6P Yw1 7 .wanwu u'®Mnar.•. �. n 1 Y'\W WalwW aumanror nmlu.ai ��aGwnnR �®R.�amq n•uw Ov. .eH c.I AdaL�fJlt ICfICf f wwle®aurx,o. I LR t7aR. 14wasvwyw 14W em lwaa IYRIIN /C.RHt7i xawsmnw O as o s. .AA11NN a zm .N as N �.i C] Q 1 E a w SOUTH SROAOWAY — STATE i C 0-4 y W. LOOP 501 (100' R/W) ��L� TrGJ wr.tY aP M cart nea"armwhc &My n. U#Amsr IoaWM t SME• 1:40 k Stet 06-02-'05 13:52 FROM -Ad Display Sign Eel T-379 P001/005 F-892 .Inc. D To: Sign Permit Dept. S From: Paul Coats of La Porte 2-9 I 5',Do r Fax Number: = 4744:1bti Total No. of Pages Including Cover: 5 Subject: Sign Permit Application O URGENT OPLEASE SIGN & FAX BACK O PLEASE REVIEW & CALL Dear Bonnie, Please see next 4 pages for application, plot plan, and (2) sign drawings. Let me know if anything Than Paul 27255 KATY FREEWAY KATY, TEXAS 77494 AOFFICE: 281.392.2828 FAX:281.392.7446 sjgnsmanQ conaollda_ted.nat S, Si-JA.DIA//$\j Cr"' 1�2-7-14�— Pam% wlfl INWY D-EDF [ I� o wn 'tl.n.DapaaV O {i [rmn wDa..lww a.. Y.-.a'r ro•7 O b wr.rwiasrr ro• Ys O Mann i tloi YRf Laa Rf r f!' ao O [ro aa: art[a caar ru.lc{wRama awP • ne f2 at aR • •�' { rroax Q a'1p M1I1.bMVa 0 aaP!/rrwlc Pam Y0Y 6�roaCP 9tln aaaYO` IOYYPr UalipO ' O Y' . W aMip rtl O a..w uan a mwaa xis w nvm.Y O�Y ura ae a nv ww 0!. rai ay flMoL DECKLIST O sic Rom ncx[tl. O M[t am O RP➢'l. O 4a a.an {r.{aP O m�a� lsutl� O kHT roaDnP o 'a. � O D.wMfRx• •V•�, a �r Y� 0 O ko o %7A SOUTH BROADWAY - STATE HWYALOOP 501 (100' R/W) Poc.� W YY om n.!Y[nNi ar a YP7 AaE1a11V � IMK YOl� n n. u rrYws r{® N{ro'rlw I SCALE: 1:40 k w 0 0 C 0 J 0 r G 3 iL w z w 0 0 0 K Chi air oPd��) J� /9:J:JbV9U a [/ -N N .N N SURVEY OF LOTS 1 THROUGH 8, INCLUSIVE, LOTS 25 THROUGH 32, INCLUSIVE, AND,ALL OF THAT PART OF A 16 FOOT IN WIDTH PERMANENTLY VACATED ALLEY LYING BETWEEN LOTS 1 THROUGH 8, INCLUSIVE, AND LOTS 25 THROUGH 32, INCLUSIVE, ACCORDING TO SAID PERMANENT ALLEY VACATION BY THE CITY OF LA PORTE, BY ORDINANCE NO. 1374, DATED SEPTEMBER 7, 1983, AND RECORDED UNDER HARRIS COUNTY CLERK'S FILE NO. J-151766, ALL LYING IN BLOCK 1123, IN THE TOWN OF LA P.ORTE, A SUBDIVISION IN HARRIS COUNTY, TEXAS According to the Plat recorded in Volume 60, Page 112� Records. of the Harris County 2628-HTC/H/WENDY RAY tEOF.. P ••' #05010283 y�•�p1fl* Eo ;s Su HOUMA DOLLAR PAR Ej�y'.j..... LL.A gy KIBLER, JR., TRUSTE •••+"'•...... .*- i445,f,: o. y 1; 20,05 JAMES W. GARTRELL, JR. ��� CGNSUI pNG fNG/Nffp - SURVEYOR GULF COAST iNmuctmur. RECEIVED JUN 10 2005 Gm C05A 1 p t(_A,,L to FN `e" L / Z) ��p p MW ■i 7. mommom�i 7 �_-• Y CITY COPY � �� ` � s, G r� S iJ®ti van t w 9 sue CITY COPY V`l loN 0 v f A-W p c) o CITY Copy U Ad Display Sign Systems Overall Height: Sean M. McFarland, Project Description 1218 S. Broadway Table of Contents Height 1 Content: Page �S7 ME Job: 05-3077 B AD Job: AD 05-09 Design Loads...................1 Connection Design...............1 Overall Size: 45" x 26'-0" Installation Details ............... 2 Mounting Height:20'-0" Mounting Style: Wall Sign Mounted to Corrugated Wall Structural Variables and Code Loading Specifications Sign Type: Existing Wall Material: Sign Weight Per Foot: Channel Letters / wall Signs Code: Wind Speed: Wind Exposure: 2003 IBC other 115 is C Wind Loads Per ASCE 7-02 Connection Design Existing Corrugated Metal Wall. Stud Locations Unknown. Using ASCE 7-02 (Simplified Procedure) Topography: Homogeneous Exposure: C Enclosure: Enclosed Structure: Components and Cladding Building: Category III I = 1.15 (Table 6-1) lambda = 1.29 (Figure 6-3, Exp. C, height=20 ft) Zone = 5 (End -Wall - Worst Case) Effective Wind Area = 10 Sq. Ft. Net Wind Pressure = -32.5 (Figure 6-3) Total Load Pnet = (lambda)*I*Pnet(30) JUN 0 82005 Z. Pnet= -48.21 PSF "r*. *; 01.....SEAN M. McFA Sign Loads Area Pressure (Suction) Force """""""""""""' Total Area 97.50 FTA2-48.21�PSF -4701 LBF I+t+e.. 88579 rl��i:_ ��CFNSE Expires: 6/30/2005 Connection Design Connections Force Per 3/8" Dia. 3/8" Dia. 3/8" Dia. Total Connection Toggles Thru Bolts Liberty Bolts 3/8" Dia. Toggle Bolts thru metal 70 67 LBF 75 LBF 3/8" Dia. Liberty Bolts thru metal 35 134 LBF 150 LBF 3/8" Dia. Thru Bolts w/ Backers 16 294 LBF 375 LBF It IritMrt't(OVE beLAIVJ ARE MODIFIED. A NEW SUBMITTAI TO THE CITY IS REQUIRED PRIOF rvv �rq� CITY TO THE CFIANGF OCCIIRRIMr Sean M. McFarland, PE, 2530 Spring Cypress Rd. #B, Spring, TX 77388 (281) 813-7439 GRAPHIC ELEVATION SCALE: 3/8' — I'—O' License Expires: 6/30/2005 Signed: JUN 0 8 2005 II r/2- MAY EXTERIOR WALL IRONS ' r SIGN CABINET 10 HARDWARE BY INSTALLERS TYP SECTION 1/2-a v `RED CABINET BLACK EMBOSSED LETTERS ON FORMED YELLOW PAK w/DEBOSSEO CORRUGATION IJpTFI! SIGN MUST BE IIISTALLED SO THAT THE BRACKETS ARE CONCEALEO AS ILLUSTRATED, ' 14FW '95 GRAPHICS' AS OF NOV. D. 1994 DUALITE, INC.— WILLIAMSBURG, ❑H. PREPARED FORL INSTALLATION USE HODEL� OOLLAR -GENERAL 3'-9" X 26'-0" SF WALL MT. SCALE, NOTED TOLERANCE, DATE,- 7/27/00 DRAWN BY, MTH . SHEET 140, 1 C DRAWING 1401 5408 The electronic seal appearing on this document was authorized by Sean M. McFarland, on Ju 2005. O �`n �p92 Sheet 2 of 2 ME #05-3077 B 6/8/2005 s, Ad Diaptay Sign Systems Overall Height: 21'-0" Sean M. McFarland, RE �IClient Sign: Dollar General Wind Speed 115 mph McFarland Engineering Sign Description 121E S. Broadway Table of Contents 41 # Columns: 1 ME Job: 05-3077 A AD Job: AD 05-09 Sign Size: 6'-0" x 16'-1" Structural Variables and Code Loadin Content: Page v Design Loads . ... . ... ........... .1 Support Design ....................... 1 �,N. Foundation Design / General Notes ....... 2 1 Design Drawing...... .............. ... 3 Cabinet Type: miscellaneous Code:, 2003 IBC Structural Section: 'Tune se_e_e1-460e0psi A Wind Speetl:115 Number of Zones: r2 Wind Exposure] C Wind Loads Per ASCE 7-02 ...... Sign Sections:' T+J Cabinet Wt. Tube Weight Transition �+r Zone Per Sq. FL Per Foot (Y or N) 9EAN M. McFA 1 25 15.6 #/FT y ��' 88579 2 0 31.8 #/FT y JUN 0 8 70n5 �..... 4gy, I/CENSE s 1p,t&,1 Geometry of Sign: Expires: 6I30/2005 Top Approx. Zone Elevation Height Width Pressure Force Weight 1 21.00 FT 6.00 FT 16.08 FT 39.09 PSF 3.77 K 2,506 # 2 15.00 FT 15.00 FT 1.00 FT 20.35 PSF 0.31 K 478 # Total Wind Forge a 4.08 K 2,984 # Moments at Transitions: Lateral 2 1 Zone Force Mom. Arm Mom. Arm 3.00 FT 2 0.31 K 7.50 FT CO�� 70 K-FT 11 K-FT� ^(1 Sectlon Modulus Req'd: 20.81 IW3 4.24 INA3 Structural Sections to be used: Tube zone Option Dim. Wall t. Weight Sxx dtt Sxx Req'd T belrr 6.00 IN 0.3131N 32#/FT 22.70 INA3 25.60 20.811NA3 r LANO ,Q2501N 16 #/FT 6.78 IW3 20.00 4.24 IW3 To TuRly � �p �I oo mmr was auftnzeJ by Sean M. WForrand, PE on June a,Z 5 TO THE rHAJNRF nrrIIRRINr- Sean M. McFarland, PE 2539 Spring Cypress Rd. Spring, TX 77388 (281) 813-7439 Date: 6/8/05 1--- City, State: La Porte, TX SHEET: 2 OF 3 Client: Ad Display Sign "Systems Overall Height: 21'-0" Sean M. McFarland, P.E. Sign: Dollar General Wind Speed 115 mph McFarland Engineering Foundation: (Non -Constrained) Pier Footing Design: Select the footing and soil type: d = A / 2 * (1 + (1 + (4.36 " h) / A)A1/2)) Footing: where A = (2.34 " P) / (S1 * b) Vert. Soil Bearing (psf): Lat. Soil Bearing (psf): Mmax= 70,191 #-FT Pmax (Lateral) = 4,078 # LSBP = 150 PCF S1 = 1,146 PCF X d b = 3.000 FT For use with Round Footing Round 1W 1500 150 A = 2.77 FTA2 h = 17.214 FT d = 8.734 FT USE: 3.00 FT.RND. X 9.00 FT DEEP FOOTING Soil Bearing Check: DLmax = Area of Footing = Actural SBP = Allowable SBP = Concrete Volume: 2.25 ydA3 2,984 LBS 7.07 FTA2 422 PSF 1,600 PSF (Includes code allowed 20% increase for every foot of footing below 12" into natural grade.) 422 PSF < 1,600 PSF THEREFORE OK y�o Baseplate Design - TS5x5x114 A36 Steel Fy= 36ksi D = 5.00 IN E70 Electrodes Fw= 928 #/in/16th e = 3.50 IN A307 A.B.'s Ft=20 ksi b = 5.00 IN # of Bolts = 4 Dia. Bolt 0.75 d = 5.00 IN Column Mom = 11,317 #-FT Baseplate t = 1.25 IN P Bolt = M * 12 (in/ft) 6,964 # < 8,800 # 2 bolts (D + e + t) treq'd=[(6*P*e*2bolts) /(.75*Fy(D+2*t))]A1/2 1.202IN < 1.25IN Weld = M * 12 (in/ft) 4.39 16th's < 5.00 16th's Fw (b*d + DA2/3) USE: (4) 3/4" Dia. Bolts w/ 1 1/4" Matchplates. Weld to Column with 5/16" Fillet Welds Sean M. McFarland, PE 2539 Spring Cypress Rd. Spring, TX 77388 (281) 813-7439 n 4 9TALLA2I0N D£yTPIL fccESTED ONLY. INS IfUST BE LED IN ACCORDANCE rATIONAL, STATE AND EY-CTRTCAL AND VG CODES• UNLESS ICALLY CONTRACTED 7ALfTE SHALL, HAVE 'PONSIBTLITY FOR LATION. USES Pop THAN TNE1B ED pup-PUSBp ARE SOLE RIS$ BDY£R/r/S ER. PHOTOCELL `\\6•-0• DISC. SNITCH— 5" x 5" x 1/4" A-500 Grd. B Tubing (in Cabinet) 30'1 BLACK EMBOSSED LETTERS ON FORMED YELLOW PAN M/DEBOSSED CORRUGATION ' RED CABINET _E OF'1'•Ftili 15'-0' srr 6- 8' x S92 4-i00, ORD. B %y +� TUBING a 2592 r/Fr. SEAN M. MaFARLA 18" Square -12• Centers -1 114' Thick � (4) 718" Dia. Holes for rI.••'.••••--88579.••••..... '• 6� (4) 314'Dia. Bolts i�ONA1 ...... Sicens JExpires: 6/3�� 0665 0 0 O O W N 7j a- 9 eex= m Upper Matchplates a KO BOX/CON➢UIT ? {^ rn BY OTHERS GRADE M \ TO 120V SERVICE r7 o r cnn 91-0" r CONCRETE N D a D - _ �� FOUNDATION rruGo Ll A H a A N t cn 6" D—I - , I -tee•"".. i r L -i X H R H F— 36" —i o c (n El EVATION -p cc td 3/8' = V-0' f'l C W Fit) A r .p AMPS; 5.0 D — WATTS: 384 _r G v,L1.C.._.-- .700 ALTER. FOUND. The electronic seal appearing on this document was authorized by Sean M. McFarland, PE on June 8, 20 )5 Sheet 3 of 3' ME #05-3077 A 6/8/2005 City of,La Porte 604'a Fairmont Pkwy 'La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . .05-00000553 Date 5/17/05 Property Address . . . . . . 1218 S BROADWAY ST HCAD Number . . . . . . . . . 024-194-023-0001 Alternate Search Method . . . Application description . . . NEW, RETAIL STORE/OUST SERVICE Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL VACANT COM IN CITY Property Zoning . . . . . . . COMM - GENERAL Owner Contractor KILBLER JOHN S TRUSTEE REEVES DEVELOPMENT LLC PO BOX 956 825 RYAN STREET LA PORTE TX 775720956 LAKE CHARLES LA 70601 (337) 433-0200 Other struct info . . . . . FLOOD ZONE X ----------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc NEW AC/HEAT Sub Contractor AIR COMFORT INC Permit Fee . . . . 84.00 Issue Date . . . . 5/17/05 Valuation . . . . 18500 Expiration Date . . 11/13/05 Qty Unit Charge Per Extension BASE FEE 30.00 18.00 3.0000 THOU MECH - $1001 & UP 54.00 ---------------------------------------------------------------------------- Special Notes and Comments 1.AS PER RED LINED DRAWINGS 2.CALL FOR INSPECTIONS 3.COMPLY WITH FIRE MARSHALL'S PLAN REVIEW COMMENTS 4.COMPLY WITH COMMERCIAL PLAN REVIEW NOTES (SITE PAD,FOUNDATION/BUILDING AND PARKING LOT) Fee summary Charged Paid ---------- Credited Due -------------------- ----------------- Permit Fee Total ---------- 84.00 84.00 .00 .00 Grand Total 84.00 84.00 .00 .00 ture of contractor or authorized Approved by Building Official or authoriz ��Daatte� � 1 ( br t Date PERNIIT APPLICATION City of La Porte Established 1892 231.470&73 *(See beak �f�� ftiedAMem I �' S • R2a�n��i�� t.at; snbe �� OwmesN�ne Street 1`r �-�1'�v�.-� T+ ZIP S� Stoles vlwioz R ,50b - COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (la 5 - Flat fee) $ 3.00 Above Items (All Others) .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 $20.00 each MOTORS: Up to but not including''/s 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 $7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIf(S) IS $20.00 . Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drainslfraps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water 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 $20.00 each _ Total S:1CPShareVNSPEMON DIVISIONIInspectiowNBldg Permit Appl side 20c103.dw $15.00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 ° (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ----------------------- Application Number . . Property Address . . . HCAD Number . . . . . . Alternate Search Method Application description Subdivision Name . . . Property Use . . . . . Property Zoning . . . . -------------------------------------------- 05-00000553 Date 5/04/05 1218 S BROADWAY ST 024-194-023-0001 . . NEW, RETAIL STORE/CUST SERVICE . . LA PORTE . . REAL VACANT COM IN CITY . . COMM - GENERAL Owner Contractor ------------------------ KILBLER JOHN S TRUSTEE ------------------------ REEVES DEVELOPMENT LLC PO BOX 956 825 RYAN STREET LA PORTE TX 775720956 LAKE CHARLES LA 70601 (337) 433-0200 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW COMMERCIAL ELECTRIC Sub Contractor ECHO ELECTRIC LLC Permit Fee . . . . 163.95 Issue Date . . . . 5/04/05 Valuation . . . . 0 Expiration Date . . 10/31/05 Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 167.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 100.20 4.00 3.0000 EA EL - A/C, PLUG-IN UNITS 12.00 1.00 3.7500 EA EL - WATER HEATER 3.75 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.00 1.00 15.0000 EA EL - TEMPORAY SAW POLE(T-POLE) 15.00 3.00 2.5000 EA EL - 1/2 HP AND UP TO 10 HP 7.50 ----------------------------------------- Special Notes and Comments 1.AS PER RED LINED DRAWINGS 2.CALL FOR INSPECTIONS 3.COMPLY WITH FIRE MARSHALL'S PLAN REVIEW COMMENTS 4.COMPLY WITH COMMERCIAL PLAN REVIEW NOTES (SITE PAD,FOUNDATION/BUILDING AND PARKING LOT) Fee summary ----------------- Permit Fee Total Grand Total Charged 163.95 163.95 ofiOontractor or by Building Offic Paid Credited Due ------------------------------ 163.95 .00 .00 163.95 .00 .00 C p r�f-----^-------------------------- Agent or Authorized Agent A City of La Porte 604 W Fairmont Pkwy' La Porte, Tx 77571 - (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 05-00000533 Date 5/04/05 Property Address . . . . . . 421 N SHADY LN HCAD Number . . . . . . . . . 077-275-002-0018 Alternate Search Method . . . Application description . . . NEW, SINGLE FAMILY DETACHED Subdivision Name . . . . . . SHADY OAKS Property Use . . . . . . . . REAL VACANT RES IN CITY Property Zoning . . . . . . . RES - LOW DENSITY Owner Contractor ------------------------ HUNTER J D ------------------------ JAMES HUNTER 1516 BAY AREA BLVD APT T6 1516 BAY AREA BLVD #T6 HOUSTON TX 770582116 HOUSTON TX 77058 (713) 213-9663 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 1 Sub Contractor . . ECHO ELECTRIC LLC Permit Fee . . . . 163.95 Issue Date . . . . 5/04/05 Valuation . . . . 0 Expiration Date . . 10/31/05 Qty Unit Charge 1.00 3.0000 EA 167.00 .6000 EA 4.00 3.0000 EA 1.00 3.7500 EA 1.00 15.0000 EA 1.00 15.0000 EA 3.00 2.5000 EA Per Extension BASE FEE 7.50 EL - OUTLETS,SWITCHES (1ST 5) 3.00 EL - OUTLETS, SWITCHES (OTHER) 100.20 EL - A/C, PLUG-IN UNITS 12.00 EL - WATER HEATER 3.75 EL - METER LOOP & SERVICE/TCI 15.00 EL - TEMPORAY SAW POLE(T-POLE) 15.00 EL - 1/2 HP AND UP TO 10 HP 7.50 ---------------------------------------------- Special Notes and Comments 1.AS PER PRINTS & NOTES 2.CALL FOR INSPECTIONS 3.REMAINING BUILDABLE AREA 4956 SQFT 4.SANITARY FACILITY REQUIRED ON SITE PRIOR TO FIRST INSPECTION 5.KEEP SITE AND STREETS CLEAN 6.SILT FENCE REQUIRED 7.UNLOAD ALL MATERIALS & EQUIPMENT ON THIS SITE NOT IN CITY R.O.W. (NEW RES) Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- Permit Fee Total 163.95 163.95 .00 Grand Total 163.95 163.95 .00 R // Due q e- q q D-5 PERMIT APPLICATION t.�r` �-� City of La Porte Established 1892 �• TEXAS 281471-5020 Ext 5073 Building Mechanical _ Electrieal—m�_ *Plumbing *(See back of foim) Project Address: /Z/8 S.' ��aaOr.G.�aM lot Subdivision:Block Owner's Name: /�CeveS' �eVP�o9`riPst�l Phone:_?✓%=i�33—oZoi� Address: &0ZS . /2va Street city aetor: Taxes HCAD I Permit N 2J 33 Petmit Fee` V � � ' 6 S Plan Cbeck Fee: s:�rsemom sia�� pyio oa a� 60.1 W. Fairmont Pkwy. La Porte, Texas 77571 (281)471.5D20 r COMPLETE THIS SECTION FOA ELECTRICAL PERMITS- ' NOTE: MM]NRAUM CHARGE ON PERMIT(S) IS $20.00 Description q Charges Quantity Fees PERMIT ISSUE FEE $7.50 ' $7 50 Outlets, Fb ures, Lights & Switches (lu 5 - Flat fee) $ 3.0U . Above Items (All Others) .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.D0 each Water Heater I$ 3.75 each =I Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (mchdes Temporary cut in) $15.D0 each Tempoary Saw Pole (T Pole) $15.00 each �_ 1q- Reconnection of Service $15.00 each. Reinspection Fee $20.D0 each MOTORS: Up to but not including %a by $1.50 each' rh by and less than 101rp $ 2.50 each L 10 hp & up to 5Dbp $ 3.50 each ' 50 hp and up $ 4.50 each, Total Fee, COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MIND"CHARGE ON PERMIT(S) IS $20,00 ,. Description Charge$ Quantity • Fees PERMIT ISSUE FEE $15.D0' $15.00 Firdures/Diainsrl'raps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Ph/Drain Field $15.D0 each Water Heater $ 3.75 each Gas Piping System (1-4 outlea, fior fee) $ 7.50 Gas Piping System (over 4 outlets4ach) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water ' Treating Equipment ' $ 7.50 each Repair/Alteration - Dram or Vent $ 7.50 each. Each Vacuum Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 earl Reinspection Fee $20.00 each Total - SACPS6v MWEMON DIVIS)0Maq ecd=n Bldg Pamil Appl x0e20cte3.dx CITY np LA PORTE, TX *** CUSER RECEIPT *** ,Batch ID: PE_CHAVEZ 5/04/05 01 Receipt no Tp Sv Description Qty 2005 553 BP PERMITS 1.00 1218 S BROADWAY ST .ECHO ELECTRIC LLC 'render detail i'CK Ref#: 2658 $163.95 Total tendered: $163.95 Total payment: $163.95 Trans date: 5/04/05 Time: 9:08:10 THANK YOU FOR YOUR PROMPT PAYMENT 91947 Amount $163.95 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ----------------------------- Application Number . . Property Address . . . HCAD Number . . . . . . Alternate Search Method Application description Subdivision Name . . . Property Use . . . . . Property Zoning . . . . Owner ---------------------------------------- 05-00000553 Date 4/29/05 1218 S BROADWAY ST 024-194-023-0001 NEW, RETAIL STORE/CUST SERVICE LA PORTE REAL VACANT COM IN CITY COMM - GENERAL ------------------------ KILBLER JOHN S TRUSTEE PO BOX 956 LA PORTE TX 775720956 Contractor ------------------------ REEVES DEVELOPMENT LLC 825 RYAN STREET LAKE CHARLES LA 70601 (337) 433-0200 --------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc NEW PLBG Sub Contractor USA PLUMBING Permit Fee . . . . 60.00 Issue Date . . . . 4/29/05 Valuation . . . . Expiration Date . . 10/26/05 Qty Unit Charge Per BASE FEE 6.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS 1.00 7.5000 EA PL - SEWER-NEW,REPAIR,REPLACE 1.00 3.7500 EA PL - WATER HEATER 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 ----------------------------------------- Special Notes and Comments 1.AS PER RED LINED DRAWINGS 2.CALL FOR INSPECTIONS 3.COMPLY WITH FIRE MARSHALL'S PLAN REVIEW COMMENTS 4.COMPLY WITH COMMERCIAL PLAN REVIEW NOTES (SITE PAD,FOUNDATION/BUILDING AND PARKING LOT) Fee summary ----------------- Permit Fee Total Grand Total U Extension 15.00 22.50 7.50 3.75 7.50 3.75 Charged Paid Credited Due ---------------------------------------- 60.00 60.00 .00 .00 60.00 60.00 .00 .00 /Za----------------------------------------------- Sianatun'e of contractor or authorized Approved by Building Official or Date agent Date M R—co-eum mu 1 t- t o nn _ M No, P. 01 P.'ERMTT APPLICATION City' of La Port. Established 1892 • r��,a 281471-Sato &d. 5p73 .. Bueldiag,�____ Mechtnral • sEfaehied , �p 91*id Addie3BS% �O ae�sxun� t' at 7— 3 2 - 2.0t m Type' Upe Z*W g Cornm�gydldipgsplstm,�g-fora , ChwlwW 4ppMWdlbtlsagaoegy SPociel G6ttdidanr . . W W. ral mOt ", - ii fte-474W77M - t2l) /71.9GM ' •' APR-28-2005 THU 11;15 AM FAX NO, P. W CO1r4?Lml IN$ SECTION MELECTRICAL PEitMW; ' >l : MWNUMCHAROEONPERMIT(S)ISS20.00 Desc�iptioo Chases QuuititY Feca PE LWr ISSUE FEE 57.50 S7SB , Oudit rbmmw, llp7tt a SviachtY (!• s -Fb�t So) S 3:OU . .�,,, Above IMM (All Odws) .60 cad CkdmF WA"Gd Dw s 2.00 aah Raw Recoptbrk S 3.00 each co* TV or O,M s im acb AM, Wbobw ObReogteslc S 3.0o buh WdK mw S 3.75 auk DiAras WMmbsp Disposal 51,s0 arb Mettr �p a Sraviea ltw4rdrrtbmporarycw4y 115.00each �.._ 7mepdmwSwp*(TYda) s15:00ach R000amcfm of Sah4ce s15.01)vuh Reimpodiat Fea 520.00 MOTORS: botobutnoliar]udns%4 S1.50", %bpand lces1Sm10HF 52-50nss4 101p&apto50bp 53.sONA 60 by and up S 4,50 ads , TOW Pra' COMPLmlibsSECIIONPOR.PLUMBPNo>!ERMTTS' ., NOTE; M1140" CHARM ON PF114M S$i0,0o'. Dntcripdw l�+;sges Qv�t7 Fms PER>.(1IISSUEFBB " $15.00 FbAaadRiaiaslTraps S 3.75aaeb Sewce(.NCO.&Pdr., orxpkmmmd 5 7.50eurb Sep6eTsmblSeep�aPOJUn field $I5.ODazh asp iBl (1loatleu,ll°efkr)5 7.50 �.._ GelpvwSysnm(dwr4oud. jS 1S0ach _� iasnuuisa A><Rssba or Rtpsir ' o[Wa6s Pip�oS aod�er Wad " Treatise EPm+d S 7.SD sub, ltapaidAbordion-Drain or Vows • s 7.50 cash bstakw9sddas P Eacb Vwmms Eaah One (1-3) s 3.75 CD& ` Esch On* lOW 5) $ 2.25 aobTOW ltolnspeottaoic� S2Q,Woub • eKs•sa�ra++Rrctta+Drvtwahubs�►NrrdddeSomCs,�° ' City of La Porte 604 W-Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 1 ' INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number Application description . . . Subdivision Name . . . . . . Property Use . . . . . Property Zoning . . . . . Application valuation . . . . Owner ---------------------------------------- 05-00000553 Date 4/22/05 1218 S BROADWAY ST 024-194-023-0001 NEW, RETAIL STORE/OUST SERVICE LA PORTE REAL VACANT COM IN CITY COMM - GENERAL 275000 Contractor ------------------------ ------------------------ KILBLER JOHN S TRUSTEE REEVES DEVELOPMENT LLC PO BOX 956 825 RYAN STREET LA PORTE TX 775720956 LAKE CHARLES LA 70601 (337) 433-0200 -------------------------- Structure Information ------------------------- Construction Type . . . . . METAL FRAME (TYPE III) Occupancy Type . . . . . . MERCANTILE Other struct info . . . . . FLOOD ZONE X ----------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -NEW COMMERCIAL Additional desc . . NEW RETAIL STORE/DOLLAR GEN Permit Fee . . . . 1475.00 Plan Check Fee 737.50 Issue Date . . . . 4/22/05 Valuation . . . . 275000 Expiration Date . . 10/19/05 Qty Unit Charge Per Extension BASE FEE 687.50 175.00 4.5000 THOU BLDG - 100,001 - 500,000 787.50 ---------------------------------------------------------------------------- Special Notes and Comments 1.AS PER RED LINED DRAWINGS 2.CALL FOR INSPECTIONS 3.COMPLY WITH FIRE MARSHALL'S PLAN REVIEW COMMENTS 4.COMPLY WITH COMMERCIAL PLAN REVIEW NOTES (SITE PAD,FOUNDATION/BUILDING AND PARKING LOT) ------------------------------------ Other Fees . . . . . . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Other Fee Total ----------------------------------- SEWER - TAP 300.00 SEWER INSPECTION FEE 5.75 SEWER-COMM. CONNECTION 2327.50 WATER - TAP FEE 184.00 WATER - COMM. CONNECTION 2427.25 Charged Paid Credited Due ---------------------------------------- 1475.00 1475.00 .00 .00 737.50 737.50 .00 .00 5244.50 5244.50 .00 .00 City of La Porte 604 W'Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 ' INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Application Number . . . . . 05-00000553 Grand Total 7457.00 7457.00 --------------------- Page 2 Date 4/22/05 .00 .00 (SIGNATURE✓OF CbNTRACTOR OR AUTHORIZED AGENT rr�n � TE (APPROVED BY BUILDING OFFICIAL OR AUT ZED GENT) TE Prjecet Addres Owner's Street y33 -9oyo RECOVE® I aFEB 17.2005 PERMTT APPLICATION M �.+ (Q3\ City of La Porte ` Established IM 3oa 291471-5020 Ext 5073. Q o� Mechanical-1. 'Elecaical 'Plumbing'.. '(See back of form) l Blocic �ollarz pelf iue2s Phonel�337:1IV33=OaDc) Fleort Uk'eUaIe:s Lr-'.: CrtYpt� e��oar►ieN�' LAC Phone:�33-) N33 -0200 Taxes 0 HCAD Via. s w l `t 4 o z 3e do Permit No.Pel-W& Fee' ! , 7 / S Plan Check Fe s rrsr�Mvt�eoo 604 W. Fairmont Fkwy. La Porte, Texas 7-i571 (281) 471.5020 933 COMPLETE IHIS' SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS S20.00 Description Charges.. Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 . Outlets, Fbdu es, Lights 8c Switches (1° 5 - Flat fee) $3.00 Above hems (All Others) .60 each, Clothes Washer/ Dryer.: S 2.00 each Range Receptacle S 3.00 each Cook Top or Oven S 1.50 each A/C, Window Unit Receptacle, S 3.00 each Water Heater S 3.75 each Dishwashea/Garbage Disposal S 1.50 each Miler Loop &Service' (inchides Temporary cut -in) S15.00 each Temporary Sew Pole (T,Pole) S15.00 each Reconnection of Service S 15.00 each. Reinspection Fee : , S20.00 ewlA MOTORS: Up to but not iaeluding'/a hp J . . S 1.50 each 'h by and less than 10lip. S 2.50 each. 10hp&uptg50bp S3S0cub ;. > 50 tip and rip S 430'earh Total Fee. _ COMPLETE THIS SECTION FOR PLUMBING PERMITS •` NOTE: M 41MUM CHARGE ON PERMIT(S) IS S20.00 Description Charges Quarnity Fees l PERMIT ISSUE FEE•.: S15.00S15.00 ' -Fiidrues/Ocain [.MPS ' S 3.75 each Seweri(New;Rrpatr,,orReplacement) S 7.50 each Septic TanlAee'page PMXain Field S15.00 each Water Heater ' , S 3.75 each Gas Piping System (1-4 outlets, flm fee) S 7.50 Gas Piping System (over 4 outlets -each) S 1.50 each Installation, Alteration or Repair of Water Tiping and/or water Treating Equipment: - - -. S .7.50 each Repair/Alteration - Drain or Veal S 7.50 each . Each Vacuum BicakerBacl�oW Prouctiod 'Each -One (1-5) . - `S 3.75'each Each One (OHer S) S 2.23 each Reinspaxion Fee S20.00 each S:%CPSham04SPEC77CK MVISIOTNmpeai Bl l Puma Appl side 20nMAW . COMWERCIAL Qk PLAN REVIEW COVER SHEET "AT AT 1 USE ADDRESS: 02 OWNER'S NAME: �j 0 v nN , PROJECT TYPE: M HCAD# Ai7k,f o f—Lo w FJMM c DD �. - 1 1.1 1 1 1• ZONING MRAEFF YY. L_ Y I• . '•i Applicable on Demo Addn, or Remodel) (Applicable t o CO Or Ind.) YM, permit �q�n—not be issued.) xv IAJ L e (If yes, figure fees. If no, use w/s form to explain why they are not.) a TAXES UP TO DATE?: p .(f 1- ,1) - I 'DATE OF REVIEW: .2- 2 I e INSPECTOR T /Y/-/ ITEMS NEEDED FOR ISSiIANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK zLe -� aw_, �.—d=-J'fir/r:� -7 �,s cam✓ '•4� --5�--d � �;a� •f'---?— - OWNER OR CONTRACTOR NOTIFICATION DATE TIl14E NAME OF PERSON CONTACTED y� ��os a �53� 3 7 y33 y.22P337- 30�;)- -59/(0 "7r, w-vc6 � S:\CPSh=.\RVSPECnON DMSION\Impcctiow\COMI. PLAN REVIEW COVER SI$ET.dm Rev. ]AN, 2004 - ,I G/< Ire1T.( ,f. a/ 9T /3o CD • (�) 77,95 /fir v 0/- c/ 5 u � N ,' r� f� 6 i Job Address: Owner Name: Type of Work: INSPECTION SERVICES BUILDING PERMIT CHECKLIST (COMMERCIAL) 0a4- 194 — 02.3 — o00 [ /(3�ro as w %M HCAD#: f} TE % g le� 1 ar I �r e o erc��. Flood Zone: New ` `� Remodel Addition Date Received in Inspections: a - 17 - e9s A119ro to Legal Description: Zoning: Allowable Use OR N Street/Alley Closing Action? Ord. #s: I * 13 10 -5- Complete and accurate construction drawings (all phases) are one of the most important steps in completing your project. They will be used to cost out the job, get estimates from any subcontractors, show details in legal documents, and to obtain necessary permits. FORMAT Furnish two sets of construction documents including the following items: Survey of Property (SBC 104.2.5) Yes or Certified Site Plan to Scale indicating: (Dev Ordinance 1444)Yes or lU (If required by Planning Department) (Appendix E) z • North Arrow (Dev Ordinance 1444)Yes or (Appendix E) • All existing & proposed construction (Dev Ordinance 1444) Yes or [� (Appendix E) • All required building setback lines (Dev Ordinance 1444) Yes or 6D (Appendix E) • Utility Easements/Alleys, Streets (show if applicable) (Dev Ordinance 1444)) Yes or (Appendix E) • _ Distance for proposed structure to property lines (Dev Ordinance 1444) Yes oro (Appendix E) C—� Inspections Division Building Permit Checklist Page 2 • Zoning Permit ✓ (City Ord 106-142) Yes or • Asbestos Survey (if applicable) ✓ (State Law) Yes or No I -le • Energy Code Analysis (if applicable) ✓ (State Law) Yes or alp • TAS (ADA) Proof of Submittal ✓ (State Law) Yes or • 17101 Resolution applicable ✓ (CLP Resolution) Yes oro • F216-00-00 Resolution applicable ✓ (CLP Resolution) Yes or Noig • Utility Verification Needed (CDR) ✓ (City Ord 106-141) Yes or • Address Request Needed (CDR) ✓ (City Ord 106-141) Yes or 10 • Culvert Request Needed (CDR) ✓ (City Ord 106-141) Yes or • Fill Dirt Permit (City Ord 1444-A) Yes or • Flood Plain Development Permit ✓ (if building is in "AE" or "VE" flood zone) (City,Ord 194-63) Yes or No /-;P • Water & Sewer Fees Applicable (Ord 7594) 1�9 or No • Current Certificate of Insurance ✓ (City Ord 82-35) Yes or dQ • Construction Drawings with Engineer's Seal (if applicable) (State Law) or No ❖ Foundation Plans (State Law) a or No ❖ Structural Framing Plan (State Law) Yes or ❖ Exterior Elevation Plan (State Law) a or 140 ❖ Electrical Drawings (State Law) or No ❖ Plumbing Drawings (State Law) or No ❖ Mechanical Drawings (State Law) or N�1, ❖ Drainage Plan •O Slab Elevation (if applicable) (State Law) (State Law) es or or SXPSh=\TNSPECl10N DIVISIOMInspectionsUdg P Checklist Comljan04doc 725 Kirby St. Lake Charles, LA 70601 Office: 337.436,3036 Fax: 337.436.3773 Email: randy@goodloearchitectcom Website: goodloearchitectcom RULNDY M, GOODLY A R C H I i New Retail Facility for Dollar General Corp. South Broadway LaPorte, Texas ,l..a,.. r,r..__,. ,c '1nnc APAC Note: This addendum shall become part of the contract and contract documents and the contractor shall be responsible for each item included in this addendum. Item No. 1 - This is to verify that the architect requires weather seal at the bottom of the building. (See sheet A5.1 detail 19) A Professional Architectural Corporation Wilmore, Debbie From: Wilmore, Debbie Sent: Tuesday, March 29, 2005 10:46 AM To: Malik, Masood Cc: Sabo, Wayne; Cummings, Robert Subject: Dollar General Masood, Steve G called me yesterday since Wayne was out. He said he talked w/you once & when he tried back later, you were out of the office. He asked if I would call Alex wf rx Dot regarding "K" Street and the Dollar General site plan. I agreed to do so. Peggy gave me a copy of the 02/251h site plan letter & Robert & I visited before I called Alex. Alex said he was advised by the developer that Tx Dot had to give them a drive permit off Broadway because the city would not allow "K" Street to be developed. I explained the city was not interested in improving "K" Street; however, the owner could develop the street, to & thru the property (to west property of their site), to city specs & at their cost. Alex requested a copy of the city letter & a copy has been faxed to him. Debbie l �'Ys" TEXAS p� February 25, 2005 Kelly Morrison Reeves Development, LLC. 825 Ryan Street, 2nd Floor Lake Charles, LA 70601 City of La Porte Established 1892 p o7 F JRx 44 a �yJl ; 7l-L50�(0 RE: Dollar General— South Broadway, LaPorte, Texas (CLP Project # 05-8207) Dear Mr. Morrison: Staff reviewed the above site plan and found that the following items need to be addressed: 1. Show zoning: General Commercial (GC): 2. Add alley to the site plan (closing Ordinance #1174). 3. Show address on the site plan. 4. Indicate name,'location and recording information for adjacent property to the south. 5. Show building setback lines on the site plan.�� / 6. Provide actual lot size, and coverage calculations. 7. For locational purposes only, indicate the size, height/type of sign. 8. Add the City's Approving Authority Certificate (language attached). 9. Add the Site Plan or Survey Accuracy Certificate (language attached). 10. Pond side slopes should be 4:1 or flatter. The proposed 3:1 will not be accepted. 11. Add an extreme event swale from the parking lot to the detention pond 12. Indicate existing water and sewer line sizes, commercial sewer tap is minimum 6". Identify if the on -site electrical will be overhead or underground. 13. Show grease interceptor with sample well. The domestic sewer line shall be tied in downstream of the sample well. 604 YV. Fairmont Plkwr. . La Porte. Texas 77571 • (281) 471-5020 1 f - Dollar General Site Plan a Page 2 of 2 9 14. Show minimum 6" cleanout near the building. 15. Identify accessible spaces. Ensure that ADA accessible parking spaces are 14' x 20' and all other parking spaces are 10' x 18'. The maneuvering isle should be 28' for "head -in" parking. The submitted plan does not reflect that. 16. Parking calculations are based on 4 minimum plus 4 for 1,000 s.f./retail space. Indicate total number of parking spaces to verify adequate parking. 17. Show sidewalks along Broadway. 18. Indicate on site plan if parking lot will be concrete or asphalt. 19. Is irrigation/landscape meter proposed? If so, show size with routing. 20. The cost of a % " water tap is $184.00. 21. The development cost for water equals $3,883.60. 22. The cost of a 6" sewer tap is $305.75. 23. The development cost for sewer is $3,724.00. 24. The plan shows driveway curb return radius at 25'. Ordinances require curb radius 10'-15', and maximum driveway width 25'. 25. Provide the City a copy of driveway permit and drainage approval from TxDOT. u 1t 6 There seems to be a stubout left on the West K Street side of the parking lot presumably for a future tie in from the parking lot to an improved West K Street. It is highly unlikely that West K T-1, y Street will ever be improved as it serves as a major east/west utility corridor. We can't mandate �C TO that they not install this stub out and the decision to remove such a stub out would be the Ci see /CS developer's call but it is probable that it will never be used. � 1 ►��t Dena �l � Once the required changes are made, please resubmit three copies for review by Staff. If Vi ' you have any questions, please contact me at (281) 471-5020, ext.5059. n", It n 5Rj.E If Sincerely, $ �>O • Masood Malik eqJRel' Planner R d�`�'-,na►Y �d /attachments ems' art -1'• rnC� �el,j e� c Gulf Coast Engineering & Surveying P.O.Box 382 'rev. c� VJ poplar G eneral La Marque, TX 77568 P. 0 K DATE START RECEIVER TRANSACTION REPORT MAR-28-2005 MON 03:40 PM TX TIME(L)PAGES TYPE NOTE M# MAR-28 03:39 PM 2814645506 49"(1') 2 SEND OK 637 TOTAL ; 49S PAGES: 2 I ty of La Porte L-'sh&lishcd 189? February 25, 2005 m DP bw�� p-Q��I2 �iI Kelly Morrison r B _ Lf 7/ 5 ©� Reeves Development, I,LC, a 825 Ryan Street, 2"`t Floor Lake Charles, LA 70601 RP: Dollar General — South Broadway, La Porte, Texas (CI,P Project # 05-8207) Dear Mr. Morrison: StalT reviewed the above site plan and found that the following items need to be addressed . Show zoning: General Commercial, (GC). 2. Add allev to thrsite Min 04 �.. W V 1 oA'-.✓ir d,p� Fr. i INSPECTION DIVISION PLAN REVIEW COMMENTS DOLLAR GENERAL 1218 S BROADWAY 3-3-05 rf 5f S I 3 4 Unable to issue building permit until "approved" site plan is received from the City of La Porte Planning Division. When the building permit is issued, the following fees will be due: Building Permit Fee: $1,475.00 Plan Check Fee $ 737.50 Zoning Permit Fee $ 25.00 ** See item 5 below for additional fees due prior to building permit issuance. Furnish proof of submittal regarding Texas Accessibility Standards registration. If fill dirt is being brought onto the site, (outside the foundation), a fill dirt permit must be obtained. If not, please let us know prior to building permit issuance. Additional fees due at time of building permit issuance are: f y 0 B) Water Tap (5/8-3/4" tap only): $ 184.00 10 1 lv �� E) Sewer Inspection Fee: $ 5.75 General Contractor must furnish current certificate i Division prior to building permit issuance. Contact requirements. 27, 2r z/ 3 2 7% the Inspection for insurance P "w mg perms i e. r�Furnish copy of Energy Code Analysis to the Inspection Division prior to issuance of building permit. Show lot size on construction drawings. Unable to calculate maximum lot coverage. AA36 oeAll proposed signage will require separate permits. Sign contractor should sub Fu his certificate of insurance and sign drawings with his sign permit application. 11. Furnish metal building drawings sealed by Texas Professional Engineer. M `f -0(_05 -A�n- ,mot /\n . Page 2 ( 1218 S Broadway)� 9 Verify weather seal at bottom of building (see page A5.1 (19)). ✓ " _ For remaining items on this list (other than Fire Marshal's items), please contact Mr. Mark Huber in the Inspection Division at 281-470-5067. We are providing to you a sample document entitled "Project Design Information". (see attached) Please incorporate into your construction documents and provide applicable information. Also provided is the City of La Porte wind load requirements. (see attached) Provide and indicate on drawings wind load design criteria in accordance with these regulations. SACPSI a ANSPECTION DIVISIONUnape tim\1218 S BRoadway Plan Review.dm Permit Number Envelope Compliance Certificate Checked By/Date 2001 IECC COMcheck-EZ Software Version 2.5 Release la Data filename: \\No-1\drafting\DATA\2005 JOBS\0508\Docs\dollarGeneral LaPORTE.cck Section 1: Project Information Project Name: Dollar General, SOUTH BROADWAY, LaPORTE, TX Designer/Contractor: Randy M. Goodloe/Reeves Development Document Author: Kevin Hebert Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1550 Cooling Degree Days (base 65 degrees F): 2809 Project Type: New Construction Building Tyne Floor Area Retail Sales, Wholesale Showroom 9100 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ J 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ) 3. Component R-values & U-factors labeled as certified. - Note: Vapor retarder not required in this location. Climate -Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value -Fact r -Fact r Roof 5: Metal Roof with Thermal Blocks 9100 19.0 0.0 0.070 0.067 Exterior Wall 1: Wood Frame, Any Spacing 3915 19.0 0.0 0.068 0.229 Window 1: Metal Frame, Single Pane, Clear, SHGC 0.87 158 --- --- 1.130 1.230 Door 1: Solid 63 --- -- 0.700 0.382 Door 2: Glass, Clear, SHGC 0.87 42 --- --- 0.920 1.230 Floor 2: Unheated Slab -On -Grade 400 --- — -- — (a) Budget U-factors areused for software baseline calculations ONLY, and are not code requirements Envelope PASSES: Design 29%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2001 IECC, Chapter 8, requirements in COMcheck-EZ Version 2.5 Release la and to comply with the mandatory requirements in the Requirements Checklist. A,k6VIN t1&,z12T '1 /-3i- 65 Principal Envelope Designer -Name Signature Date Permit Number Lighting Compliance Certificate Checked By/Date 2001 IECC COMcheck-EZ Software Version 2.5 Release la Data filename: \\No-1\drafting\DATA\2005 JOBS\0508\Docs\dollarGeneral LaPORTE.cck Section 1: Project Information Project Name: Des igner/Contractor: Document Author: Section 2: General Information Building Use Description by: Project Type: Dollar General, SOUTH BROADWAY, LaPORTE, TX Randy M. Goodloe/Reeves Development Kevin Hebert Whole Building Type New Construction Building Type Floor Area Retail Sales, Wholesale Showroom 9100 Section 3: Requirements Checklist . Bldg Dept Use [ ] Interior Lighting I. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 17290 15840 YES Exterior Lighting [ ] 2. Efficacy greater than 45 lumens/W Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low -voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Independent controls for each space (switch/occupancy sensor). Exception: Areas that must be continuously lighted. [ ] 4. Master switch at entry to hotel/motel guest room. ` [ ] 5. Two switches or dimmer in each space to provide uniform light reduction capability. Exceptions: Only one luminaire`in space; An occupant -sensing device controls the area; The area is a corridor, storage, restroom, or lobby; Areas that must be continuously lighted; Areas greater than 250 sq.ft. [ ] 6. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 7. Tandem wired one -lamp and three -lamp ballasted luminaires. Exceptions: Electronic high -frequency ballasts; Luminaires not on same switch Section 4: Compliance Statement The proposed lighting 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 2001 IECC, Chapter 8, requirements in COMcheck-EZ Version 2.5 Release 1 a and to comply with the mandatory requirements in the Requirements Checklist. Principal Lighting Designer -Name Signature Date Lighting Application Worksheet 2001 IECC COMcheck-EZ Software Version 2.5 Release la Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (112) (watts/ft2) (B x C) Retail Sales, Wholesale Showroom 9100 1.9 17290 Total Allowed Watts = 17290 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description / Lamps/ # of Fixture ID lamp Description / Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x E) A sylvania model / 96" T12 Slim 75W / Electronic 2 109 120 13080 B sylvania model / 48" T12 Slim 39W / Electronic 2 23 120 2760 Total Actual Watts = 15840 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 = 17290 Total Actual Watts = 15840 Project Compliance = 1450 Lighting PASSES: Design 8% better than code Permit Number Mechanical Compliance Certificate Checked By/Date 2001 IECC COMcheck-EZ Software Version 2.5 Release la Data filename: \\No-1\drafting\DATA\2005 JOBS\0508\Docs\dollarGeneral LaPORTE.cck Section 1: Project Information Project Name: Dollar General, SOUTH BROADWAY, LaPORTE, TX Designer/Contractor: Randy M. Goodloe/Reeves Development Document Author: Kevin Hebert Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 4b Heating Degree Days (base 65 degrees F): 1550 .Cooling Degree Days (base 65 degrees F): 2809 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type & Description I HVAC System l: Heating: Central Furnace, Electric / Cooling: Split System, Capacity <65 kBtu/h, Air - Cooled Condenser / Single Zone Section 4: Requirements Checklist Bldg Dept Use Requirements Specific To: HVAC System 1 [ ] 1. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ( ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg. F deadband - Exception: Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg. F (heat) and 85 deg. F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm [ ] 8. Outside -air source for ventilation; system capable of reducing OSA to required minimum [ ] 9. 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 deg. F. [ ] 10. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. 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 <=1.5 in. and 1.5 in. for pipes > 1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 55 and 105 deg. F - Exception: Fluid not heated or cooled - Exception: Runouts <4 ft in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with RAC 603.15 [ ] 15. Stair and elevator shaft vents are equipped with motorized dampers Section 5: 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 2001 fECC, Chapter 8, requirements in COMcheck-EZ Version 2.5 Release 1 a and to comply with the mandatory requirements in the Requirements Checklist. A-- IJEv1I✓ Principal Mechanical Designer -Name _�� /-3/-05 Signature Date Mechanical Requirements Description 2001 IECC COMcheck-EZ Software Version 2.5 Release la Data filename: \\No-1\dmfting\DATA\2005 JOBS\0508\Docs\dollarGeneral LaPORTE.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal 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: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable I. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals 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 loads 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. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system of zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree 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 overrided) 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. 7. Outdoor -air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. 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 outdoor -air flow to the minimum required levels. 9. 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 garages.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 duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. 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 181 A or UL 181 B. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal'units. 12. All pipes serving space -conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes > 1112-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes > 112-in. nominal diameter. Steam piping: 1 12 in. insulation for pipes <=1 12-in. nominal diameter 3 in. insulation for pipes>1 12-in. 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 I in. in diameter between the control valve and HVAC coil. 13. 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 commentsd) complete narrative of how each system is intended to operate. 14. 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. 15. 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 smoke 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 (non -motorized) dampers are acceptable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. 2-18-05: 9:46AM FEB 18,2005 09:32 ABProjkegForin 8327526 8327526 Page I of I Page 1 Texas Department of Licensing and Regulation Architectural Barriers Project Registration Confirmation Page Friday, February 18, 2005 EASPRJA5827497 PERSON FILING FORM Name: D. Clark Teel Email: ros20@dcsignarcesstexas.conl Phone: 409-832.7520 RAS Number: 00000020 Project Name: Dollar General Project Address: Dollar General Broadway Jf•Jl� J Laporte.' 77571 County: Harris TENANT Name: Dollar General Cnfp Phone: 615-855-4000 Tenant Address: 100 Mission Ridge, Goodletlsville,'rn 37072 Contact Name: Martha Carter Phone: •- Contact Address: , BUILDING/FACILITY Name: Dollar General FACILITY Owner: I louma Dollar Partners Phone: 337-302-0222 Owner Address: 825 Ryan St 2nd floor. Lake Charles, La 7060-1 Contact Name: Kelly Morrison Phone: — Contact Address: DESIGN FIRM Name: Randy M Goodloe Phone: 337-436-3036 Firm Address: 72.5 Kirby, Lake Charles, La 70001 Designer Name: kandy M Gondloe Email: Type o1 License: Architect License Number: 18528 PROJECT DESCRIPTION Date Construction Documents Received By RAS: 02/18/2005 Date Construction Documents Issued: 02t09/2005 ' Start Date: 02/2005 Completion data: 06/2005 Estimated Cost: $215.000.00 Type Of Work: New Construction Does this building(s) have more than one level? No Are there aAy elevators, escalators, or platform lifts in this building? No Type of Funds: This project is privately funded, on private land for private use. State Lease No. : Scope of Work: New retail building I will submit this AS Confirmation Page, PmjeH Status Update Form and applicable fees to TOLR at P.O. Box 12157 Austin. Texas 78711 in a rdancc with the Texas Administrative Code Chapter 68. ri �- 00000020 02118/2005 Signature f R OR Name of CP RAS/CP8 Date Construction Documents Received by RAS Enter Another Project I Print this Page in, ,,i P:aIvITOLR Home PagelArt Hume I'agelAO l.,i.+,:.ai ,:.,i,b�U.7,, I'a;pelFeedl',ark http;//wwtv.liccnse.stale.tx,us/abprolcctregistration/ABPrujlZegfurnlVerjfication.aspx?strR... 2/18/2005 li b➢ It. MINOR DEVELOPMENT SITE PLANSe A BUILDING PERMIT RELEASE FORM, Development Name: %DAOV 66MW4 T c.Q.�� Address: CLP Project No. OS- 8d 07 Date Project Reproducible Received: Date Reproducible is Forwarded to Director for Signature: y— o2o1— O — Date Reproducible is Filed in Drafting Div.: 4- -'u- os— Date Release Form Provided to Inspection Services Div.: �'— d .1 _ 05- 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 permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORMIN CONSTR UCTION JOB FILE S:\CPShareUnspections\SITE PLAN RELEASE FORMA= 0I-2000 Rev. V: -reA W"� $ A,17. as S¢wo✓ 3a7. so 12 � IAPOM ME City Of La Porte RIP Fire Marshal's Office MUM I F Plan Review — Dollar General j Z 13 South Broadway CM copy The following items are identified by the Fire Marshal's Office during the plan review on 02-24-05 1) The Exit Signs shall be moved as indicated on the drawings. 2) The Exit sign / Emergency Light by the bathrooms can be changed to an emergency light only. 3) Fire Extinguisher shall be installed according to the NFPA requirements and/or every 75 foot of travel. 4) The fire extinguishers should be mounted in unobstructed locations on the wall no higher the 5 foot off of the floor. 5) The fire extinguishers must be inspected by a state certified inspector. This plan/drawinz Is approved with the addition of the above information. If there are any questions, please contact the Fire Marshal's Office at 281- 867-4603 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING cny. cope .n r COMMERCIAL PLAN REVIEW NOTES. crff CM Call for City inspections - 281471-9662. 2. Unload and keep materials on private property, not City right of way. 3. If a fence is proposed, verify with City regarding maximum height limitations. 4. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 for water and sewer lines. 5. Fire Marshal will need to review/ inspect prior to opening business. 6. Must obtain zoning permit prior to occupancy of lease space/building. 7. Separate permit required for all signage. MY copy 8. 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. 9. Silt fencing required for duration of project. 10. See notes (red lined) on contractor copy of construction drawings. 11. Fill dirt permits are required prior to placement of fill dirt. 12. Grading/drainage.must be maintained throughout entire project to ensure eligibility for inspections and utility release. 13. Provide energy code compliance certification to the Inspection Division prior to occupancy. 14. 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 SXPSba \INSPECTION DMSI0NVnspeai=\00 MERCIAL PLAN REVIEW NOTES.wpUdm Cur, Cop : i IV. APPLICABLE CODES 2003 INTERNATIONAL BUILDING CODE (IBC) 2003 INTERNATIONAL PLUMBING CODE (IPC) 2003 INTERNATIONAL. MECHANICAL CODE (IMC) 2003 INTERNATIONAL FUEL GAS CODE (IFGC) 2003 INTERNATIONAL RESIDENTIAL CODE (IRC) 2003 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2002 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 1994 SBCCI FIRE CODE 1997 LIFE SAFETY CODE NFPA 101 -._...--- ...... DOPTED..AMENDMENTS TO -FIRE -CODE. - - (AVAHAsU ON -UM) SXP.SLarc\INSPECTION DIVISIONVnspoaiom\Raidemial Construction puketW plICABIE CODES.doc9-04 INSPECTION DIVISION SITE PLAN REVIEW 12— S BROADWAY PROPOSED DOLLAR GENERAL (GC ZONE) 2-23-05 1. Property needs platting. 2. Add alley to site plan (closing ordinance #1374). 3. Need completed address/UV request (being processed). 4. Separate permit required for all signage. 5. Show "development type" on site plan. 6. Furnish state highway department driveway permit. 7. Is a separate irrigation meter going to be installed? If so, show on site plan. 8. If gas is needed, show gas line on plat. 9. Show sample well on site plan. 10. Water development fees dues = $3,883.60. 11. Water tap fee due = S184.00 12. Sewer Development fee due = S3,724.00 13. Sewer tap fee due = $250.00. 14. Sewer inspection fee = S5.75. 15. Need to indicate on site plan if parking lot will be concrete or asphalt. 16. Plat indicates 36' wide driveway which is not in compliance with our ordinance. Maximum is 25' wide. 17. Plat indicates driveway curb return radius at 25' which does not comply. Ordinance requires minimum radius at 10' and maximum radius 15'. 18. Size of parking spaces are not clearly identified. As per ordinance, each standard parking space shall not be less than 10' wide and IS' in length. This needs to be dearly identified on the plat. In addition ADA accessible parking spaces shall not be less than 14' wide and 20' in length. This also needs to be clearly identified on the plat. 19. The maneuvering aisle shown on plat is only 26'. Ordinance requires a minimum of 28'. S:%CPBLareUNSPECTION DIVISI0MI=pedb=U2W Mks Broaiway plea,0 IMAM SOUTHERN STRUCTURES REEVES DEVELOPMENT CORP., LLC 825 RYAN STREET, 2ND FLOOR LAKE CHARLES, LA 70601 RE: HOUMA DOLLAR -PARTNERS' LAKE CHARLES, LA 70601 SUBJECT: Job # 23061 Gentlemen, Bldg. #1 69.75 X 129.88 X 13 P.O.11. s2005 Wa m,IA 70505-2005 Phone 1-WO-264-5991 AC 337-856-5981 FAX 337.856-5980 wwwsoutkmu,ucm,nmm ' e-.al s>ks@mmhenunumms.mm 3% 1/05 RECEIVED APR 2 1 2005 This letter is to certify that the above referenced project and its components have been designed in accordance with the 1989 AISC (9th Edition, ASD with Supplement No. 1) and, the 1996 AISI (with Supplement No. 1) specifications, as well as the designated building code stipulated in the order documentation. Based on the requirements of the order documentation, the structural design criteria applied to.the design.of this project are as follows 4 400w_ Pt .r elha ,1�$ Qr. Building Code (year): IBC 4403 Building Use Category: I //:3 $ AIW% Dead Load: 2 psf Collateral Load: 3 psf Live Load: 20 psf Ground Snow: 0 psf' Live Load Reduction: yes Exposure Category: B Wind Speed: 115 mph Wind Enclosure Category: Closed Seismic Data: Zone = - Performance Category: B Ss = 0.120 Si = 0.052 Importance: Wind = 1.06 Snow = 1.00 Seismic = 1.00 This letter of certification applies solely to the above referenced project and its components as furnished by the Metal Building Manufacturer. Items specifically not covered.by.this letter.. of.cer.tification include, but -are not limited to: any foundation design, masonry design, or general contract work.. This certification covers the static and dynamic forces acting on this project and its components as stipulated in the order documentation; however, the'Metal Building Manufacturer does not certify that the 'building code or loads specified in the order documentation are adequate or appropriate for the intended use or location of the project. Respectfully Charles V. I Professional /O •.r,�se�l HA ES V pRODDY . ' 880., ; 6p :/ �r T41x.•. CENS�•G��„ CHARLES V. DRODDY, PE 3603 OLD OAKS DR. BRYAN, TX 77802 PH. 979 260-3186 FAX. 979 260-3187 SOUTHERN BY CHOICE. �Qq�CR*C I INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST Job Address: / a Development Name: t O) L k h 0, P h 'e r` a J Type of Business/Development: IQ r r e New OR Addition CLP Project No.: # OS- $a Q % Date Rcv'd. in Inspections: a - A 1- D S�, Legal Description: F� K • ��073 . 1. a; c . 7AAc o KT o F a 1 o ck V Zoning: SIC No.: #_-53�-7 Allowable Use-0 OR N e,'- P P & Z and/or C.C. Action? Ord./Permit #s: Street/Alley Closing Action? Ord. #s: _T !J FORMAT Engineer or Surveyor Sealed (Dev. Ord #1444; App. E) Yes or No Development Name Shown (Dev. Ord #1444: App. E) Yes or No Development Type Shown (Dev. Ord. #1444; App. E) Yes or No Legal Description Shown Job Address Shown Building Footprint Shown Scale of Plat Shown North Arrow Shown (Dev. Ord. #1444; App. E) (Dev. Ord #1444; App. E) (Dev. Ord. #1444; App. E) (Dev. Ord #1444; App.E) (Dev. Ord. #1444; App. E) Utility Easements/Alleys - Shown? (Dev. Ord #1444: App. E) QfAPPllcahle) Flood Zone - " - Shown? (Dev. Ord #1444; App. E) B.F.E. - -Shown? (If Applicable) FI od Plain Development Permit Required? Received? Yes or No Yes or No Yes or No es or No es or No Yes or No Yes r I)-CA-D *0,-7�-19�-0,z3 -COO/ Inspection Division Site Plan Checklist SPECIAL PERMITS frive ay/Culvert Permit Required? tate or County or City) /iYr ' ge Permit Required? (State or County or City) Yes or (Obtain Copy) (Obtain Copy) UTILITIES Yes or Page 2 No No R. � C Utility Verification Completed? Results: a) Water Available w/o Extension Yes or b) Sewer Available w/o Extension Yes or c) Utility Extension Agreement Needed? Yes or go d) Utility Easement Agreement Needed? Yes or Water Development Fees - (Ord #759-F) $ 3-, 91? 3 Water Tap Size ✓C (Ord. # 759-E) $ Irrigation Size - ( 1 ? ) (Ord #759-E) $ ? Sewer Development Fees - (Ord #759-F) $40' %.Z y Sewer Tap Size - ( I 1 (Ord. #759-F) $ X *includes sewer inspection fee charge On & Off -Site Utilities Shown: a) Water Line Size/Routing Ye or No b) Sewer Line Size/Routing a or No c) Gas Line Size/Routing Yes or (1^V0 d) Electric Line Routing (O.H. or Undgd.) es or No Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord.) Yes or No See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap) Inspections Division Site Plan Checklist Page 3 ZONING (Chapter 106 of the City's Code of Ordinances) % Maximum Lot Coverage Confirmed? Yes or No S ct. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Required Building Setbacks Adequate? Yes or No Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Front --.1-0--Rear to Side O M RO® �. m Signage in Compliance? (Sect. 106-871 thru 879) Parking Regulations: Surface is Dust -Free? (Location, height, size) (Sect. 106-835 ffJ) Yes Yes Driveway(s) & Approaches in Compliance? Yes (Sect. 106-835, Fig. 10-3 and [el) (Location, Number, Size, Etc.) or No or No or No ' Curbing/Curbstops Okay? (Sect. 106-835[il) Yes or No Size of Spaces & Aisles - Adequate? Yes or No (Sect. 106-835[a] fc-4J and[d]) Regular— 10'X18'; Accessible— 14'X20'; Parallel — 10'X22' Circulation Aisle — 28' (90-degree parking) 18' (60 & 45-degree) Ratio of Spaces Adequate? at �D Ye or No (1. 1106.1 Of 2003 Ed of 1AY 1. Bldg. Code) - Regular Vs. Accessible SACPShareUNSPECTION DIVISIONUnspectionsUns Services Site Plan Cklist.doc Rev. 11-29-04 dsw I I I �l 11 Zla_ _'e.I_p_ q �_ �]�¢¢�'� is "" 4 � i � 1fl _ _ _ _ q a20�elY_e9.p 5 1 ,1 R F'r17�__�ip qe s a n N I q7t a I� STREET) WEST FA I RMONT PARKWAY _ 32 R p p32-,m 1-__-__'I' 32 2 _�'�'____ a X 32A F31 a 31 -p T, ' f 2 a 3_ 30 ___ `3--_� i 30_---- ' _ a 29 a29A i 25 X 25A 9_ ,, q 9 �•- 4 a 2-- �yi4i wn 9_ _ _I f24-- 23 q ' 23_qll t0 --'a 1 22 ----3 i Lu _y L a 2 RI2A Bt a w 21- q{3A 20 -- q 21 - `j2- -� a 347002- R a' 'IA 'iL m�y__i T19 a 4---'0`5AI p 3 20___, 14 5A IB __ r7 a 17 9 e,s 17 , WEST K STREET 32 a2 a Rl __ 2 ___. _-, Ira _ 3 L 30 2 29 a LC) p 29 q _ _ _ 28 - g N29 -1ff-- a x Fa 26 a a5 _ _ R ID a 28 __ _ 6 A II*1Ip 26 121 'j B 255 fi '7q 9__ 9 i- 24 ° R 23- 2321 _ 21 Ip q R13 $w R 20--�J1-q 4� �yN 19__ _p 20_____q a d yIq 9-Y1 a - N 17 a -LA_FOR.1F.� 023-149 SST L STREET R 1-�-_ 32 A 5 _- q 5 Iq r27 - a 6 q 25 25 ,a a -- q 9____� , p 24 ,s I 23 34_____A O_-C 23 Mb b 0 y L _ 14S a q 23 4707Q p _ -r y R Z2 R 22_---- _ 21 ---p r_7� !"711 EET)EASTi*AIRMONT PARKWAY HarrlS} at si m� si 2�3i 4i5 "'County s� a�a 1 2'3 4 5'6 7i8',910 )1 �4,5 �e;7{8i 10)1 i a jAppraisali nil amla 44s _ ,a District a31 vs ,a q a31 x,s 12 a _ a p29 X R4 N 2_ az9 _ N iV -- p a2 0 29 ? p 181� R q22 2Z ,p 16 'F a 6 - - O 26 q 17__ T N a35 A Ilia __�t9 p25i -0024_ U C� 1EL__ ,R 24 p a24 ,a W q a IQ 21 24 .: -�i}P ",N q23 _nN_R _2Q____ p 21 ,a a�1=2 iR 21 ,m la 922 , EAST K STREET 32.'__R q 2___S31_-.X N 32 9 1 R 2 It0p3 R29- _ 4 n_3 R N -27__ 28za P K p a25 e _8 9 Nll + 22-- - R12_4St.. 9 21_ p rail L14 a{ p Z20 __- d a13wa 1& - a Ua18IB - OIE a EAST L STREET a Il14__f` a 29'- T a 8 9,___- 8 A 27_j -.a 7 'p It 7--- A 7_ _ 26 R 11- qU_ 2�y ZZ-__. 21-___ p 12 12 _ i4 p211 ___ X 13__�a_ p 2C _ 13 f+94 a aJ4- _ aJa----� Le--�- - 15--, Scale 1" - 200' PIIwLIDATION DATE: 23, 2001 FACET 6253D S 6 7 8 9 10 ff !2 071 CITY OF LAPORTE AV2000 HARRIS COUNTY APPRAISAL DISTRICT 2004 CERTIFIED APPRAISAL ROLL REAL PROPERTY INVENTORY iXEMPTICN RATES APPLIED : DISABLED 60,000 ACCOLNT NMBER NAME 8 ADDRESS PROPERTY DESCRIPTION 071 024-194-023-0001 KILBLER JCHN S TRUSTEE LTS 1 TH1U 32 BLK 1123 020 PO BOX 956 C2 040 REAL PROP 047 LA PORTE 940 LA PORTE TX TAXBL VAL 77572-0956 MAP 6253D ACREAGE 2.2956 OWNER YEAR: 1993 LOG: BROADWAY 00000 SUBDIVISION TOTALS ACREAGE 2.2956 PAGE 891 DATE 08107/2004 'R 65 60,000 HOMESTEAD 0 20 % PRODUCTIVITY APPRAISAL L L 62,500 1 I 0 R R 62,500 E E 0 T T 62,500 L 0 L 62,500 1 0 1 0 R 0 R 62,600 E 0 E 0 T 0 T 62,500 071 CITY OF LAPORTE AV2000 HARRIS COUNTY APPRAISAL DISTRICT PAGE 892 2004 CERTIFIED APPRAISAL ROLL HEAL PROPERTY INVENTORY DATE 08/0712004 EXEMPTICN RATES APPLIED : DISABLED 60,000 OVER 65 60,000 HOMESTEAD 0 20 % ACCOUNT NI BER NAME 8 ADDRESS PROPERTY DESCRIPTION PRODUCTIVITY APPRAISAL 071 024-195-024-0001 LA PORTE LAND CO LTS 1 THRU 32 BLK 1124 L L 25,000 020 J E AND DOROTHY COOK C1 I 1 0 040 PO BOX 1514 REAL PROP R R 25,000 047 LA PORTE E E 0 940 LA PORTE TX TAXBL VAL T T 25,000 77572-1514 MAP 62530 ACREAGE 2.2956 OWNER YEAR: 1988 LOG: N 2ND 77571 071 024-195.025-0001 CLEARY D M LT 1 BLK 1125 L L 800 020 01 1 1 0 040 REAL PROP R R 800 047 LA PORTE E E 0 940 TAXBL VAL T T B00 00000-0000 MAP 6253C OWNER YEAR: 1988 LOC: N 3RD 00000 071 024-195-025-0002 CITY OF LA PORTE LTS 2 THRU 12 21 THRU 25 8 29 L L 0 020 CAUSE #1999-37587 BLK 1125 X1 I 1 0 040 PO BOX 1115 REAL PROP R R 0 047 LA PORTE E E E 0 940 LA PORTE TX TAXBL VAL T T 0 77572-1115 MAP 6253C ACREAGE 1.2195 OWNER YEAR: 2003 LOC: N 3RD 00000 071 024-195-025-0013 CITY OF LA PORTE LTS 13 14 15 M 16 BLK 1125 L L 0 020 CAUSE #1999-37587 X1 I 1 0 040 PO BOX 1115 REAL PROP R R 0 047 LA PORTE E E E 0 940 LA PORTE TX TAXBL VAL T T 0 77572-1115 MAP 6253C OWNER YEAR: 2003 LOC: N 3RD ST 00000 071 024-195-025-0017 PEREZ AMELIA M LTS 17 18 19 d 20 BLK 1125 L L 3,100 020 10310 TOLMAN ST C1 I 1 0 040 REAL PROP R R 3,100 047 LA PORTE E E 0 940 HOUSTON TX TAXBL VAL T T 3,100 77034-2815 MAP 6253D OWNER YEAR: 2001 LOG: N 2ND 00000 071 024-195-025-0026 CITY OF LA PORTE LTS 26 27 & 28 BLK 1125 L L 0 020 CAUSE #1999-18238 X1 I 1 0 040 PO BOX 1115 REAL PROP R R 0 047 LA PORTE E E E 0 940 LA PORTE TX TAXBL VAL T T 0 77572-1115 MAP 6253D OWNER YEAR: 2001 LOC: N 2ND 00000 ���3 � To: l 9 City of La Porte Planning Department v m INTER -OFFICE MEMORANDUM February 21, 2005 ,1ebbie Wilmore, Chief Building Official Curtis Herrod, Utility Superintendent Champ Dunham, Asst. Fire Chief Robert Cummings, Sup. Engineer From: Masood Malik �[� CC: Wayne Sabo RE: Site Plan Review Following site plans are submitted for your review and comments. CL — — cl-=Dollar-Generalz:-7�South•Broadway 2. Commercial Building - 519 N. Broadway\ Lp RECEIVED FED 21 Y005 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. k RECEIVED APR 2 1 2005 IF THE APPROlIED PLANS ARE MOD"FIE 0, f NElJ G�JEMITTAL TO THE l Y IC REQU;RED PRIOR I me WnnivQ)t uuuutttt;Nli JOB 306 70;k f•; STANDARD ERECTION DETAILS TABLE OF CONTENTS,. DESCRIPTION PAGE.. NO.,,...: . COMMON ERECTION., MISAPPLICATIONS............ • . • ...... • ..... • ... • . • • ......:............ SED-A DELIVERY, RECEIPT AND ERECTION OF THE MANUFACTURER'S BUILDING 'SYSTEM . SED-B THRU SED-F ERECTION POLICIES...... • .......:......... • • • • .... , ........................... • ....... SED-1 THRU SED-a BASE ANGLE .................................................... . ........ . .............. SED-4 ; ..PANEL..,. BASE SUPPORT ASSEMBLY ...................................... ,.............., SED.5-,: ...- : . EAVE . STRUT, SPLICE. -TRIM..:..... : SED &;:.: TYPE °A" FRAME'(SECTIONS)..:...................................................... ...SED-8A :.TYPE,- A°: FRAME..(DETAILS), ......... SED BD., TYPE. "B" FRAME (SECTIONS).,... • . • ....... • • .. • ....... TYPE "B" -FRAME (DETAILS)... .... ..................... CABLE BRACING,,'BACK-UP -PLATE INSTALLATION :.;:.: SED 10 ENDWALL PANELS- DETAILS ES1, ES2, ES3 AND ES4 .... •• :: SED'11 SIDEWALL ROOF EXTENSION ................................... ... ............... ••,.. 11-2 WALL PANEL INSTALLATION ("SW2" TYPE PANEL) . , • , • • • ... • . , .. • . • . • • • .: • • • .... • . • .. 12-2 WALL PANEL INSTALLATION ("SA" TYPE PANEL 12`=2A CO RNER< TRIM -INSTALLATION . , ........::.... •.................................. • .... • • 12-3 . EAVE MASTIC DETAIL .. • .. • .. • ....,.................................................... 12-4 ROOF PANEL INSTALLATION ("SR2" TYPE PANEL) ....... • ...... • • ..... • . • .........:. 12-4A SIDEWALL TRIM INSTALLATION .............. .•.•.•...,......... ,.....,................. 12-5 GUTTER AND DOWNSPOUT ATTACHMENT ......... . ....... • ............. , .... • • • • ..... 12-6 & 12-6A VALLEY GUTTER INSTALLATION .......... ..........•.•••..••....•.•...••..•......•..•.. 12-7 RAKE TRIM INSTALLATION..••::•.,••:,.... .. .. 12-8 SIDEWALL SECTIONS`WTTH GUTTER .. , ... • • . • ............ • • • • • ; • .. : ................... 13-1A, THRU 13-1 C SIDEWALL SECTIONS WITHOUT GUTTER. • • • . •, ....... , • . •.• . • • • ... • .... • • ..... • ............13-2A THRU 13-2D SIDEWALL ROOF EXTENSION WITH SOFFIT, ... • • ... . ...................... • . , , ... , ..... 13-3A THRU 13-3D SIDEWALL ROOF'. EXTENSION, WITHOUT ,SOFFIT ;.....,. ...,....,.,....-...-.*.I ...... . ".,; 13 4A:'THRU ;.,13-4E . ENDWALL SECTIONS..._:,.. ........... .,,............... ...........:........ ,.,•,,.13-5AaHRU:1.3,-5C ...:.. ENDWALL. ROOF'EXTENSK)N:WITHaSOFFT6:...................... ENDWALL` ROOF,*: EXTENSION^•WITHOUT',SOFFrr...::...: CORNER SECTIONS ("SW2" PANEL) ... . .................... • ; ........................ 13-BA THRU 13-8C CORNER SECTIONS (".SA". PANEL) .................................................... 13-81)THRU 13-8F BUILDINGS WITH •ROOF `TRANSmONS . 13-9A •THRU..13790, SECTIONS AT EXISTING BUILDINGS .... , ....... • ........... , • ... . ..... . ............ 13-10A THRU 13-10B BUILDINGS WITH WING UNITS OR CANOPIES .......................................... 13711A & 13-11B WIND STRUT. CONNECTION ...... : .... .................................................. 13=12 TYPICAL CONTINUOUS PURLIN CONNECTIONS ........................... I............ 13-13 TYPICAL SIMPLE PURLIN CONNECTIONS ............................................... 13-14 1 •. , STRUCTURAL,AND PARTITION. WALLS .,. •. .. ...::.. ........, ..:,: : , :13. 15..« . _.;... PARTITION TRIM iAND. :FLASHING. DETAILS ®: ROOF ••• ••••••••••••••••••••••••••••• 13'16A PARTITION TRIM AND FLASHING DETAILS ® WALL 1, • • • • • •.........; .............. • • • 13-16B ALTERNATE BRIDGING (SAG ANGLE TYPICAL DETAILS) .................. ..... • ... 13-17 ALTERNATE' BRIDGING (SAG ANGLE DETAIL AT RIDGE) ........ •......................... 13-17A I AUTOCAD FILE NAME: SEDINXPL DATE: 12/06/00 1 SUPERSEDES: 06/06/00 1 APPROVED BY: DJH I STANDARD ERECTION. DETAILS TABLE 'OF CRfENTS (CON'T.) DESCRIPTION PAGE NO. BRIDGING (BANDING) DETAILS (ROOF AND VERTICAL MANSARD)...; ................... . 13"18 WALL BANDING DETAILS ................................................ OPENING CLIPS (PlOO & Ll) ........... . ...... ,FRAMED VALLEY FLASHING DETAIL. .� ......................... ; .................................... 13-20 HIP AND VALLEY SECTIONS ............................................. I ............ 13-21. HIP FLASHING DETAIL . .......................... ..................... ............... 13-22; LINER* PANELS ................. SKYUGHT'GENERAL NOTES AND WALL LIGHT INSTALLATION ............ I ......... 14-2A STANDARD SKYLIGHT INSTALLATION ............... i .................... UL90 '§kNiJGkT INSTALLATION .............................. ; ... ....... OVERHEAb�DOORS - FRAMED OPENING ..... ........ ....................... svt. ROLL—UP,'DOOR':— FRAMED OPENING .......................... i; . .. ....... WALK�4�DWRSI(GENERAL NOTES,"zERECnON,�PROCOURESMD�',,'.DLTAI*L'E'D';�EcTIONS).;�.'���.n,,t 591} WH ft M o. FRAMED �,OPENING`- FOR WALK DODOS ...... ; .............. .......... 14 L24 INSTALLATION (JAMB - EXTENDER) ........................... .................. .6 14-6k GENERAL FRAMED OPENING (COLD —ROLLED MEMBERS) ................. ......... 14-66. HEADER CONDITIONS BELOW 7'-4* �GIRT........................... ! ............. . 14,4C PANIC HARDWARE ................................................................. 14-7 DOOR CLOSER-: ............. .. ...... ........ ............ 14-8' ROUND VENT — 'SR2' PANEL (RIBBED BASE) ..................................... . 14-9 ROUND VENT'- 'SR2' PANEL (W/FLAT BASE) ................... . ........ 114=9A. MONOVENT............. .......................................................... . 14-10A &-14—IOB CONTINUOUS MONOVENTS .......................................................... 14-11A & 147:119 LOUVER (GENERAL NOTES & ERECTION PROCEDURES) ............................... 14-12, LOUVER (DETAILED SECTIONS).......... . ....................... Al ................... 14 12A SELF —FLASHING HORIZONTAL SLIDE WINDOWS (GEN. NOTES & ERECT. PROCEDURES) 14-13.; ' SELF —FLASHING HORIZONTAL SLIDE WINDOWS (DETAILED SECTIONS) ....... o .......... 14-13A SUM UNE.SELF—FLASHING WINDOW (GEN. NOTES & ERECTION PROCEDURES).., ....... 14-14 SUM LINE' SELF —FLASHING WINDOW (DETAILED SECTIONS);-. V%. 14- 14 NON SELF —FLASHING LOUVER IN::*SA7 WALL PANELS (GEN. NOTES & ERECT. PROC.)?,14:45, NON SELF FLASHING LOUVER IN 'SA- WALL PANELS (DETAILED SECTIONS) . ......... . 14-46A ............... SINGLE,,'SUDE DOOR ............................ ... ..... ........ . DOUBLE',1SUDE DOOR ................................ tA,., ......... ......... SLIDE bobR LEAF ASSEMBLY ................ 14 i6k SLIDE DOOR DETAILED SECTIONS ................................................... A 4-18B SLIDE DOOR LOCK INSTALLATION ...................... o ............................. 14.—'18C FASTENERS (SCREWS/POP RIVETS) ..................................... ... : 14-19A FASTENERS (BOLTS/NUTS) ............... o .................. o ........................ 14-191B ROOF CURBS (INSTALLATION AT SLOPE) ......................................... 14-20A ROOF CURBS (INSTALLATION AT PEAK)._ ....... ....................................... 14-20B PIPEBOOTS .......................................................................... 14-21 4' X 5' AWNING (GENERAL NOTES & ERECTION PROCEDURES) ...... ......... ;.... . . 114-22A. 4' X 5' AWNING (DETAILED SECTIONS) ............................................... 14-22B VERTICAL MANSARD WITH SOFFIT AND LINER (SIDEWALL SECTIONS). ..... 14-23A I VERTICAL MANSARD WITH SOFFIT AND LINER (ENDWALL AND CORNER . SECTIONS) ...... 14-23B VERTICAL MANSARD WITH SOFFIT AND LINER (DETAILED SECTIONS); : .......... 6 ....... 14"23C SLOPED MANSARD WITH SOFFIT AND LINER (SIDEWALL SECTIONS) .................... 14-24A. SLOPED MANSARD WITH SOFFIT AND LINER (ENDWALL:,AND CORNER SECTIONS);.. 14-24B. SLOPED MANSARD.. WITH SOFFIT . AND LINER (DETAILED' SECTIONS) ..................... 14-24C I I AurocAD FILE NAME: SEDINDX2 I DATE., 08/07/00 1 SUPERSEDES: 02/21/00 1 APPROVED BY: JAL j COMMON ERECTION MISAPPLICATIONS 1)NoLalb:" Bwlding Roofs require - Full- Mastic atthePone'I Sid&'_L.aps,`R fer; to-� the "Screw: Schedule"__on,. the.' Erection . Drawings and note 4- the -, Roof, : 'System does or does not require "Full Mastic". -,2)�-sc_rews..;�are..-,.to,i;be,;.appliedaccording--to.,-.,each:-s-i-tuationT-hez,.;,".-Scre".W chedul wiff indicate .Ahetype;' size,. -and general. application. of the-1 screws `requested .,-Refer Ao ... the. s Oc ific _- -Section .shaw n^:on, A e..- Erection.. -Drawings-..for, the, -:appropriate screw spacing. 3)4Aost-,.Pu din. ,,connections lrie�-onlyErection'' Retails 13-11-3 and 13'* 14will indicate"'the Bolt Ap plication: pp ica ion. 4-),-,.Not~,a II;- buildings,-- rbqoire.-.Cdble.,..Br.acing.--: Refer, to. -,-the,-. Erection kDOM for all, -C.a ble, . Bracing-, locations;, if -::applicable.. 5) Trim -parts:- are calculated with a 1" lap. Refer to, Standard-. Sections for lap details; 6) P1,00 :(Galvanized ;.Friction: Clips)are. packaged for -shipment<,-with:..,:the,-..-Hardw.are Items.. They_ .WILL NOT be' ._crated. with the- Structural Clips. 7) When installing. Exterior.,. Wall Panels,. -the bottom. edge of, the�,panels-..:rnusl�_Ug come in contact -with-Ahe.-concrete.- SED—A 5WnIERN MU(7RIRE4• INC's Wbq Mprding McW Building Systems Erection is tiff Rix SYACM Pkiiished by the Meal Building MzxdxW= Association taken, &McdY, fiom the I M edition arthe SECTION 6-EREMON AND OMER FIELD WORK 6.1 General The Manu*U=ofaMetal BWldingSystem isno(mgxx=NCfor the aDUionofthe Metal Building systaNdcopply�faw lools Of. oqtuPnCFd, Of July V-hff fieldwork unless it has spocifically conftactod for Ihcsc,Mspom-bihtks. The ManuCkturerdoes 6ot p(vvi&- any - Geld sul)ml.sm f0i the goction of structure nor does the Manubcturcr perform any inlcrnsodwe the following , .1 � inq)opions of Building System during or after croctioli Tbxtcrm Eroctor in to or final to erect the Metal Building System. "I bpam . rclem 1Ah1Ck-VCrfirm.0rc0rPorati on has oontl�d od e,. 6.2 Metal Building Systems Ercctiofi and Other Field Work All work indLKbd in the erection of the Metal BUildingSystcrri shall ticin abcordar)w.*%41th"Ok'Er6Lior's'gai��M uidCss otherwisesp:cifiod in the Erector's Cont MW)ods and procodurcs When "WiOmOC'the Metal 'Build MSYUdnisinducted inthe ConuadD=inatts;only diecrat n"list'bdin Documents is Wq" in the Metal BuMql; System =ML the Conftacts . ".1-Work unoR ...y.htclod6dInE4vctiou 2. 6.2.2 Work Usually Not Included in Erection Due to the widely %2ried types of work encountered in Conjunction with the oor=Uction Of Metal building PVDJOCES• the following is 2 partial list of the I)Pcs of work not inciuded in the erection of the Metal Building -I- P=* of materials, including inspection for shortages and damaged materials. 2. site W0dL 3. F=xbhon, concrete or UMSDM %0& 4. settingoei tpawbeset orkboddod., in S. Groud*&-filfing &nYa" under columns oc k. V 6., Glazing for the NICW .. Building S%rstm doodambs im the Mons:s at-Ar-base o1wall pir� 7 accessories. 7. Field painting or field touchup of the'structutal framing 9W coats or bolts, except the touch-up of field cuts and welds of the structural framing S. Commercial power. if available, inaudin 9 temporary Power Poles adjacent to the hWding. Interior finishing or carpenuy work of any kind Flashing, cutting drilling or otherwise altering the Metal Building System, as required, for Lk assembly or installation Of accessories, materials, or equipment supplied b.Y Wxr Dadcs, Glass cleaning 12. Eloctrical- mechanical. masonry or fireproofing work 6-3 Site Surmy The End 0womer, UPM voocubon o(thecontrack huntshes.,current , ofthe site Certified by a registered mnv),Dr and showing 4 PfDPC"Y lines and cncrccchnkntsbench marks. adj3 Ua rom of Necas orr,&hLso(waycnMv oent cts. rdod visi cments Its known to the 9"'Woreasemcnts for ud"t'CsRnd2cD= restrictions to btaocnt stnocts. In addliWn, the End Custov=causcs property lines to be accurately oaked on Un job site and AMWALCIY WmufiW go 04 Eractor. SED-i L9d ontraba.sis• of ainormal,folly-hour errors, or ovcmm wages; caused by E callbocks; 10 DmTqActc portions or the �Lt=iioc'1c=rk,th'a1 is postponed at End Customer's request. .6.6 HazaMousJob Site Conditions Yhazardousjob site condition proMbit thc. use of cxposod arcs, standard electric motors or normal crociion tools and equipment; the'End Customer paysany;additional costs _Smg from such prohibition. 'Accessibility of Job Site sad Building Flo-or4tri -TleoMlUadconddera6oncforcralion is biscd upen the EnaCtislorriff fur"rigthejob site ckar� lcvcL hilly accessible to trucks for atkagtt�aqfoe�vlde—oniUddes.orl.tkbAd.&-fmebf,aqodgb%,grto=paw4*&,bmby.tlic•Metaf�ro7d 4§istem..,.-l;..,;., 'h.rcmd (he Metal Building SYstemlbe E6j Custotner -pays to Customees Wdumto fittmist, the foregoing 6.8 Erection Tolerances Erection.w.krarooes are.those sex forth in .Alsc Cd& ofSjat alibwirdiedcviationdoes not exceolk3W. , . (Ref-Amcrk Edition). theEnd - I and. When C1110C supped SY-q= are part of a Metal Budding System, erection tolcranocs specified hi Section 9 apply:.. To achieve the mquited lok`uroe,'Vwfing Of columns and shimming of runway beams may be required If grouting of column bases is required, the End CusWaier shall provide such VOL=& The party rusting the runway beam is responsible for shimming plumbing and kv&m of the niwmq bmuns.- When aligning the runway beam the alignment should be with respect to the beam Uths; so that the center of the aligned rail is ova the runway beam web. 6.9 Method or Sequence of Erection The Erector. by entering into a contract to crect the metal Building System holds itself Out as skilled in the crection of Metal Building 1c for ODmPV% with all applicable kcal, fockral and state constniction Systems and is MSPOns' and sallety.regulations including OSI IA rcPL2tiomas--v,dt,asany;appbc"c,roWimmmmof.�.locaL:na6onalorinLermdonaluniortniksorpracbccs. :The htaM9(aCt1L= May �*,,�>,,,. the =COW Of the Metal Building Syste�tx:lbc Erector is also m�spDnsible for nipplying, any,safety devices; atch-as scaffolds: runways.. ads, ctc which may be required to salbly, cmet the Mew Building System. - ,,-T.bc MM,,tightcningand instocction.ofall-fisicne . rs. . is - thcrcsponsibility.oUbc,fiructor. Allheavy stnictural (A)25; A490) bolts and nuts: must betightcriodby the '1urn-of-thc_nu[ method unless otherwise spxi1`iodb - Y the End Custorncr in the Contract Doctiments. Inspection of heavy gnjaural boll and But installation by other than Erwof:musi also be specified in Contract Documents and Erector is responsible for inguinc that installation and ing)oction procodurcs arc compatible to start of erection. 6.10 Correction of Errors and Repairs The cDnMWOn of nurim nuslits by the use of drill pins to draw thc components into line, shbnniin& modmt6 amounts of reaming eluppirtrcPL'Ocnlcn of minor shorts of mmcnal-arcof-and aw, w &�Utdcuttin& and thc� lorfaim, The Muwfacturtr-docs no( pay claims for o1w correction unless the "twutg claim and autherUafm pmedurc is Wictly compticd.with. r by the Dealer. or if the omoction warts locCuri-prior 10 roocipt by Dealer orhtanufactun�s written -Awhorizatioon for Corrective wow,-, "' "action's m by Dcakr. Eroctor is responsible for pvvkfim Dealer the informotion.nOcCsSaz4,!%!na Provided below. ,& claim to the M=ufactuvar as SED-2 Hwrjt= not Spca=ljy Thelv�r is not h2UC for mny Cbfin rcsiulting Gem the Huse at for the pr*CL rclmmod f6r. nc M=dactura is no( L*k fx,any d2im rcsulft from use by the Evoctoir or* wtkh can be detected by visxW JnqxdiorL Costs of&wmmbling such Im M mPom material or material containing dcfocLs, material ate not mbjo6t 16 claim. PnW or dcfective material &W Costs Oferacting repboemen, 6.10.1 initial Claim -In the cycrd ofdTor.. the Dealer shall PrOmPtly malm 2'"ticin of vat -Initial 61aim- the Correction of The "Initial 02i 10 the Manufacturer for dcsign,Araffing. bill of material or fa6r;caj" -I WOE ru. M tnc!6&s7-'. I. Dcsaiption of nature and extent of thd,cwors including quantities. 2. Description of nature and c,,cM of pDposod corrective Work including cstu-natod min-houri. 3. Material tobepuchased from Wiff.thanthe Manufacturer including estimated gmb DO . as. tics and 4. Ma)dmurn total 009 of.poposed0oucictivev,,ork and material to be purchased from other than the' tvta- nut- 6.10.2 Aidhoriwion for Cbrrwthie Work If the error is the fault of the Man4f4cmreT, an'-Autl)0r7.21iOn f6r Corrocti%r, Work- shall., be issued in writing by the Manufacturer to authorize the oDrmcd%,C"rk at coat' 'r" IoCxcccd4he;maxjyjumtotal cog set forth. Menage W= dw that proposed in 'er . in the "Authorization 6C `' cDnrccd%t by the MwmlhM= my author= WO& by_ftDCajeito:the hftmd ten d4-sbfoq . nip . of the;+oorroctive wont --'Actual M ofman4om by date of&w labor Use On C=M workand actual hourly I Taxes andi OnWWacftW(ftCcj.L*or. MICS of M utsurance I Oth= &W cogs on aco.W clued labor. 4. C09 Or mwaW (M minor AWbes) authorized by Manufacturer to be Purchased from other than the Manufacturer. including copies of paid U*M' IOM S. TOW actual direct cost of conectrve wotk (6irn of 1. 2,3. and 4)_ The "Final Claim" shall besigned and cW . Med aMW by Dealer -17mal Ciaure true and an: paid to such Dealer by the Idanutacb= in an amount not txceed-the lesser of the nmirmn total -cog set forth in mitten "Authorization for Cmecorve Work" or total actual &w cost ofaxroww %v& 6. Cw of Oquipn= (rentaL or depreciation), small tools, SUIXrvisiOrL Overhead and profit are not subject to claim .I.. 11a4_ SED-3 INSULATION (FOLD UP END OF INSULATION FACING, 1" MINIMUM ABOVE BOTTOM OF WALL. ,PANEL)` WALL PANEL - I i I TA (BASE ANGLE). i FASTEN BASE ANGLE TO FINISH FLOOR WITH GAREDRIVEN ANCHOR. (BY ,.OTHERS.) . i ATTACH"2'-0" O.C. i FINISHED FLOOR a is d *NOTE THE BOTTOM EDGE OF THE PANELS MUST NOT COME IN CONTACT WITH THE CONCRETE REVISIONS o e m DkT SGNDARDS N1fOGD Bf DATE FILE MAE A s is sa CRC 3/2/98 smt D,tE BAS-E°,-ANGLE PACE N. JAL 3/2/98 SED-4 INSULATION (FOLD UP END OF INSULATION FACING, 1" MINIMUM ABOVE .BOTTOM OF WALL PANEL) FASTEN PBS TO FINISHED FLOOR W/CHARGE DRIVEN ANCHOR. (BY OTHERS) ATTACH 2'- " O.C. I PANEL BASE SUPPORT ( WALL PANEL ! FINISHED FLOOR REVISIONS DFr WE STANDARDS 1PAmNo. FILE MME, BY �� CRC 3/2/98 uN z zs at OTO wE PANEEcBASE SUPPORT JAL 3/2/98 ESST EAVESTRUT TYPE 1 OR 2 SCREWS RIGID COLUMN NOTE: FIELD BEND ESST TO ROOF SLOPE BOTTOM CLOSURE SECTION "A" REVISIONS . WON DATE STANDARDS AUTOCAD 9Y 1117E of FILE NAME: JAL 2/13/98 SED6 OEM DkTE EAVESTRUT =SPLICE TRIM PACE NO. By JAL 2/13/98 SED-6 A RESTRICTIONS 1.) SIDEWALL ROOF EXTENSIONS REQUIREMENTS TO 1 1 [� BE DETERMINED BY ENGINEERING. 2.) TYPE "A" ENDWALL FRAME CANNOT BE USED I' A UNLESS THE LINEAR FOOTAGE OF THE ENDWALL II I, SHEETING PROVIDED IS AT LEAST EQUAL TO ONE -HALF-THE BUILDING SPAN (NOTE TO BE II CONSIDERED EFFECTIVE, THE SHEETING MUST I EXTEND FROM THE PANEL NOTCH TO THE ROOF -- - - — - LINE). I' I' 3.) WINDBRACING IN THE SIDEWALL BAY ADJACENT TO THE ENDWALL MAY REQUIRE A TYPE "B" OR l RIGID FRAME. "ERECTOR NOTE" DASHED LINES INDICATE DOUBLE BACK-TO-BACK MEMBERS, - WHEN REQUIRED BY ENGINEERING. SEE ERECTION DRAWINGS 'NOTE* FOR MEMBER TABLE PART DESCRIPTION. BACK-TO-BACK 1/2" A-325 HIGH STRENGTH BOLTS AND NUTS ARE REQUIRED MEMBERS WILL BE INDICATED WITH A "D" AFTER SIZE OF AT ALL COLUMN TO BEAM, AND BEAM TO BEAM CONNECTIONS. MEMBER, (p; 8D16) SINGLE MEMBERS WILL BE INDICATED "C WITH A AFTER SIZE OF MEMBER, (EX; 8Ci6) SEES 11 1/2" PURLIN TYPE "A" CORNER COLUMN T , (SEE ERECTOR NOTE) l31 • f TRUE EAVESTRUT I TYPE "A" BEAM — — — — — _ _ I C-SECT. BEAM STEEL LINE (4)1/2"0 x TYPE "A" FB17-14 k4BRACE FLAT HEAD BOLTS — — (FIELD BEND FLANGE C-SECTION AT TYPE "A" (2)1/2"0 x BEAMS BEAMS) L97-- 1 1/4" A325 HEX HD. BOLTS SECTION A -A SECTION B-B ENDWALL 1,-2' I L37 GIRT SIDEWALL GIRT 1 1 L1 SIDEWALL ,- 1 I _ L38 ° L38 tTAFAB (FASTEN W/ (2) -:I TYPE 1 OR 2 SCREWS) (SEE TYPE "A" COLUMN TYPE "A" COLUMN ENDWALL SED-08B FOR (SEE ERECTOR NOTE) (SEE ERECTOR NOTE) TAFAB DETAIL) SECTION C-C SECTION D-D REVISIONS D� DATE STANDARDS AUTOCAD FILE NAME Ery TYE� "A„ FRAME WJD 1/26/99 SED08A jAL 12015 98 (SECTIONS) ak 10 10 CHECKED akTE PAGE NO. WH 12 05 00 CM ' 15 01 JAL 2/2/98 SED-SA *NOTE* 1/2"0 A325 HIGH STRENGTH BOLTS AND AND NUTS ARE REQUIRED AT ALL COLUMN II 1 II 4 TO BEAM, AND BEAM TO BEAM CONNECTIONS I II — — — — — — — --------- "ERECTOR NOTE** DASHED LINES INDICATE DOUBLE BACK-TO-BACK MEMBERS, I WHEN REQUIRED BY ENGINEERING:::.SEE, ERECTION DRAWINGS'- II II FOR MEMBER TABLE PART DESCRIPTION. BACK-TO-BACK II II MEMBERS WILL BE INDICATED WITH A (2) PRECEDING THE II II MEMBER, V; (2)8C16) SINGLE MEMBERS WILL BE INDICATED "C WBH A AFTER SIZE OF MEMBER, (EX; BC16) TYPE "A" 1 -.0" TYPE A' C -SECT. �� C-SECT. TRUE EAVESTRUT TYPE A" C- SECT. BEAM BEAM BEAM (4)1/2"0 x i" ° ° ° a FLAT HEAD BOLTS - - o , o L33 o 0 L71-_ L72-- WP (2)?"0x11" A325 TYPE A" ENDWALL COLUMN HD( HEAD BOLTS L71-_ L72-_ (SEE ERECTOR NOTE) "A" TYPE CORNER COLUMN �� DETAIL 1 (SEE ERECTOR NOTE) DETAIL 2 PURLIN TYPE "A" C-SECT. BEAM L30-_ lel (4)? Ox11" A307 ° i I ° I ° I HEX HEAD BOLTS ° l l ° e o 0 L31 TYPE A" C-SECT. BEAM TYPE A" C-SECT. BEAM DETAIL 3 DETAIL 4 TYPE A" C- SECT. BEAM TRUE EAVESTRUT *NOTE* (2)?" x 11" A325 (4) 0 x 1" SFANDARD "TAFAB' SHOWN BELOW. HEX HEAD BOLTS f FLAT HEAD BOLTS DIMENSIONS MAY VARY ACCORDING L98_ TO CORNER COLUMN CONDITION mq- o o TYPE A" CORNER V-6" COLUMN (SEE 172-_ ERECTION NOTE) e L71-- HIGH SIDEWALL CORNER DETAIL TAFAB DETAIL REVISIONS 0 9M 0w0: STANDARDS AUTOCAD .. FILENAME WAD 1/26/98 -TYPE „A„ FRAME SMB ,2 ,o ,o M 12 05 00 DEL'U a. DALE PAGE NO. JAL 2/2/98 .�ETAILS) SED-8B *NOTE* 1/2"9'A325 HIGH STRENGTH BOLTS AND NUTS ARE REQUIRED AT ALL COLUMN TO BEAM AND BEAM TO BEAM CONNECTIONS (4)?"0x1" FLAT HEAD BOLTS TRUE EAVE STRUT L97-- SECTION A -A SIDEWAI TYPE 'B' CORNER COLUMN RESTRICTIONS 1.) SIDEWALL ROOF E(TENSIONS: TO BE DETERMINED BY ENGINEERING. 2.) TYPE "B" ENDWALL FRAME CANNOT BE USED UNLESS THE LINEAR FOOTAGE OF THE ENDWALL SHEETING PROVIDED IS AT LEAST EQUAL TO ONE HALF THE BUILDING SPAN (NOTE: TO BE CONSIDERED EFFECTIVE THE SHEETING MUST EXTEND FROM THE PANEL NOTCH TO THE ROOF LINE). 3.) WINDBRACING IN THE SIDEWALL BAY ADJACENT _TO.THE ENDWALL MAY REQUIRE A RIGID FRAME. TYPE-"B" SW GIRT CORNER COLUh 41, EW GIRT WELDED CUP j4p= _ _ _ (1_14) � TAFAB (FASTEN W/ (2) TYPE 1 TYPE 'B" OR 2 SCREWS) BEAM (SEE SED-9B FOR - (2)?00 x 11' A325 TAFAB DETAIL) HEX HEAD BOLTS SECTION C-C REVISIONS DRAWN ar WJD CHMKM W JAL TRUE EAVE STRUT (4)?"0x1" FLAT HEAD BOLTS L98-- SECTION B-B TYPE "B" i CORNER COLUMN HIGH SIDEWALL CORNER SECTION DATE I STANDARDS WELDED CLIP (L17) (2)?"0 x 11" A325 HEX HEAD BOLTS -TYPE "B" BEAM 1/26/98 TYPE "B" FRAME DATE (�rCTIONS) 2/2/98 d- WELDED CUP (L20) RLE NAME: SMA PAGE NO. SED-9A *NOTE* 4 1/2*9'A325 HIGH STRENGTH BOLTS AND NUTS ARE REQUIRED AT ALL COLUMN TO lip BEAK AND BEAM TO BEAM CONNECTIONS PURUN WELDED CUP (L8) — TRUE TYPE "B" 1/20 EAVE STRUT BEAM �4 1/2*0 x 1 1/4 (4)?*0 x 1 A307 HEX HEAD 0 0 BOLTS 11 0 FLAT HEAD BOLTS — 0 L33 0 0 L97-- S WP 1/4' (2)1/2"0 x 1 1/4" WELDED CLIP WE ENDWALL COLUMN WELDED CUP A325 HEX HD. BOLTS BOLTS (gyp) (L20) TYPE *B— "COLUMN DETAIL 1 CORNER DETAIL IN PURUN TYPE "B" BEAM L30 WELDE D CUP(1-8) WELDED 0 0 TYPE OB* 0 1 1 0 BEAM 0 0 PENDWALL WELDED CUP(L20) WELDED CUP—E TYPE TYPE 'Bo ENDWALL COLUMN (1-20) COLUMN DETAIL 3 - DETAIL 4 *NOTE* STANDARD "TAFAB* SHOWN BELOW. DIMENSIONS MAY VARY ACCORDING TO CORNER COLUMN CONDITION l'-6* TAFAB DETAIL REVISIONS DRM DUE STANDARDS AUTOCAD ffy FILE NAME BY DATE WJD 1/26/98 rl 1) -YPE,-Ii. FRAME X ' — JAL f12 1� 11IN'i DJN 12 05 00 PAGE NO. (DETAILS) JAL 2/2/98 SED-9B WEB OF COLUMN OR BEAM (1) TYPE 1 OR 2 SCREW v SIDE VIEW TOP FLANGE OF BEAM D0_� L90/L91 HILLSIDE WASHER EYE BOLT HEX NUT W/WASHER a L90/L91 1 1/8" x 2 1/2" SLOT (1) TYPE 1 OR 2 SCREW BEAM APPLICATION (1) TYPE 1 OR 2 SCREW OUTSIDE FLANGE -- OF COLUMN L90/L91 (1) TYPE 1 OR 2 SCREW COLUMN APPLICATION fusoNs Dr WE STMDMDS ffr DATE CRC 7/11/95 � NO. .CABLE BRACING CHW DA'E BACK-UP PLATE INSTALLATION SED-10 -I� 7/11/95 L90/L91 DETAIL ES1 'R"" PANELS AS �— REO'D. FOR ROOF SLOPES GREATER I TH1AN 1 1/4 /12 DETAIL ES5 g REQ'PANELS H� _ g SLOPES GREATER I THAN 1 1/4 /12 "A" "A" "A" DIRECTION OF ERECIION� DIRECTION OF ERECTION MAJOR PANEL (2) 1'-0- BACKLAPS HIGH (TYP.) MAJOR PANEL HIGH (".) �---� 2'-0' maw 2'-0' 11 -0' 1 1 -0' I 1-0' II-- 2'-V I '-0' 2: ' 1'-0' SECTION A -A SECTION A -A DETAIL ES2 TRIM PANELS AS REQ'D. FOR ROOF DETAIL ES6TRIM REQ'D. FOR - � Ei GREATER1/4 gTHAN MA' S EATER aRECRDN of ERECTION DIRECTION OF ERECTION MAJOR PANEL. t'-0,°'w RICH (trP.) � MAJOR PANEL HIGH (Tip ) 2'-0• BACTaAP o r-r -o' SECTION A -A L af- SECTION A -A DETAIL ES3 rt TRIM PANELS AS REQ'D. FOR ROOF DETAIL ES7 TRIM PANELS AS REQ'D. FOR ROOF THAN GREATER �% R - iTHAN SLOPES 1 1/4 /12 DIRECTION OF ERECTION DIRECTION OF ERECTION MAJOR PANEL {� 2 • 131CKlAP HIGH (M.) I&IOR PANEL HIM (TYP,) 1 , BAaw -0 I.-r SECTION A -A SECTION A -A DETAIL ES4 _ TRIWPANELS'AS. (iEQTI fOR.ROOF DETAIL ES8 $ TRIM PANELS.AS REQ'D. FOR ROOF - - SLOPES GREATER THAN 1 1/4 /12 "A" "A" g - "A" "A" SLOPES GREATER THAN 1 1/4 /12 alsEcnGN of ERECTION DIRECTION OF ERECTION MAJOR PANEL 1 • Bmxm HIGH (TYP.) MAJOR PANEL HIGH (M.) 1-O' How Y '-0' -0 I 1'-0' SECTION A -A SECTION A -A REVISIONS DRAWN DY DATE STANDARDS ISSUED BY DATE CAT 2/19/98 ENDV1ALL PANEL PAGE NO. LAP DETAILS 1ED-11 CHECKED DATE JBY 2i,9i98 ROOF EXTENSION BEAMS (2)1/20,e'X 1 1/4" HEX HEAD BOLTS W/NUTS (2) L1 CLIPS PURLIN 11 ill 1 7. v ' E /2"X X 1 1/4" HEAD BOLTS W/NUTS SECTION "A" ROOF BEAMSEXTENSION I F— L46 L&R EAVE STRUT 'A-(4)1/2"XX 1" FLAT 1/2"IfX 1 1/4`" HEX HEAD BOLTS W/NUTS HEAD BOLTS W/NUTS SECTION "B" SECTION "C" EAVE STRUT PURLIN NOTE: ATTACH TRIM PURLIN TO STRUCTURE W/TYPE 1 OR 2 SCREWS @ EACH LEG) _ TP — (TRIM PURLIN) SECTION "D" REVISIONS DRAWN DAff STANDARDS MUED BY DATE BY JAL 8/13/98 S.IDEWALL ROOF PAGE NO. CHECKED DATE EXTENSION 11-2 JAL 8/18/98 1.) BEGIN PANELING FROM THE REAR OF THE BUILDING SO LAPS WILL NOT BE VISIBLE FROM THE FRONT OF THE BUILDING. 2.) FASTEN FIRST PANEL AT CORNER WITH CENTER LINE OF FIRST RIB LOCATED AS SHOWN. CHECK VERTICAL ALIGNMENT AS PANELS ARE- BEING INSTALLED. 3.) CUT AND TRIM OPENINGS FOR DOORS AND WINDOWS AS REQUIRED. 0, 4k pip I Por STEEL LINE *NOTE* THE BOTTOM EDGE OF THE PANELS MUST NOT COME IN CONTACT WITH THE CONCRETE 4.) ENDWALL PANELS ON BUILDINGS `41� HAVING A ROOF SLOPE 1 1/4:12 OR LESS DO NOT HAVE TO BE GREATER THAN 1 1/412 FIELD CUT. ENDWALL PANELS ON BUILDINGS HAVING A ROOF 1 1 4:12 OR LBS SLOPE GREATER THAN 1 1/4:12 MUST BE FIELD CUT TO THE � SLOPE OF THE ROOF. NOTE: NOMINAL 3" GAP WILL ROOF SLOPe EXIST AT HIGH SIDE WHEN ROOF SLOPE IS GREATER THEN — 1 1/4:12. aREMON OF WORK I nW OF B UM TYPE 1 OR 3 SCREWS ® PANEL LAPS TYPE 1 OR 2 SCREWS ®LOW OF PANELS I ON WALLS, USE ONE(1) TYPE 1 OR TYPE 3 CAPIUAW A( SCREW AT 24" O.C. SCREWS ARE SPACED AS SHOWN ALONG ALL GIRTS, EAVESTRUIS AND BASE ANGLE WALL LAP DETAIL RE�/ISIONS o 9( DATE STS AUTOCAD DATE 'AL9e '� 3/4/98 WALL PANEL INSTALLATION SLD122E oEon JAL--10 26 sa By a/a/se (SW2� TYPE PANEL) PAGE NO. JAL 12-2 1.) BEGIN PANELING FROM THE REAR OF THE BUILDING SO LAPS WILL NOT BE VISIBLE FROM THE FRONT OF THE BUILDING. 2.) FASTEN FIRST PANEL AT CORNER WITH CENTER LINE OF FIRST RIB LOCATED AS SHOWN. CHECK VERTICAL ALIGNMENT AS PANELS ARE BEING INSTALLED. 3.) CUT AND TRIM OPENINGS FOR DOORS AND WINDOWS -AS REQUIRED. 4.) ENDWALL PANELS ON BUILDINGS HAVING A ROOF SLOPE 1 1/4:12 OR LESS DO NOT HAVE TO BE FIELD CUT. ENDWALL PANELS ON BUILDINGS HAVING A ROOF SLOPE GREATER THAN 1 1/4:12 MUST BE FIELD CUT TO THE ROOF SLOPE. ol GREATER THAN 1 1/4:12 NOTE: . NOMINAL 3" GAP WILL ` EXIST AT HIGH SIDE WHEN ROOF SLOPE IS GREATER THEN DIRECTION OF WORK 1 1/4:12. TYPE 1 OR 2 SCREWS MR i I STEEL LINE 6" *NOTE* THE BOTTOM EDGE OF THE PANELS MUST NOT COME IN CONTACT WITH THE CONCRETE 1 1/4:12 OR LESS FRONTT OF ILDING ON WALLS, USE ONE(1) TYPE 1 OR TYPE 3 SCREW AT 24' O.C. SCREWS ARE SPACED AS SHOWN ALONG ALL GIRTS, WALL LAP DETAIL EAVESTRUTS AND BASE ANGLE REVISIONS A" JAL WE 3/5/98 STANDARDS AUTOCAD FILE NAME SED122A BY DATE , WALL PANEL INSTALLATION (SA TYPE PANEL) AL 9 16 98 !AL 10 27 98 CWP JAL 3/5/98 PACE 12=2A COI\I\LI\ II\IIYI t. 1.) PLACE OCT__ OVER WALL PANEL AT CORNERS 2.) LAP CORNER TRIM A MINIMUM_ FLUSH WITH BOTTOM OF WALL PANEL. ALIGN OF 1 "(INCH) AND FASTEN W/ OCT-_ WITH THE PANEL RIBS AND FASTEN TO POP RIVETS 1 O.C. WALL PANEL WITH TYPE 1 OE 3 SCREWS 1'-0" O.C. AT EACH LEG I I I I I I STEEL LINE — — — AI OCT REMSIONS aRM SWARDS DATE SRDS _ er DATE JAL 3/8/98OW DA� No' OUTSIDE --GORNER TRIM JAL 3/8/98 INSTALLATION 12-1 DETAIL OF SIDELAP MASTIC ATg EAVE PANEL *NOTE APPLY MASTIC AT PANEL HIGH DOWN TO PURLIN BEARING LEG AT PANEL LAP; EAVE PANEL ONLY. SEE CHART BELOW FOR ADDITIONAL SIDELAP REQUIREMENTS SFLAP MASTI EQUIREMENTS FOR BUILDING ROOF SLOPES 1:12 OR GTR SPAN DISTANCE *EAVE PEAK SPAN DISTANCE *EAVE *NOTE: ON WING UNITS & SINGLE SLOPE, DISTANCE IS FROM EAVESTRUT TO EAVESTRUT. 20' 5'-0" 8'-0" 30' 5'-0" 8'-6" 40' 5'-0" 0' 9'-0'� 50' 5 -0" 190 9'-6" 60' S -0" 200 10'-0" 70 5 -0 210' 10'-6" K. 5 1-0 220' '- " 9a= 5 -0 230' 11 ,_ " 100' 5 -0 240' '- " 110' 5 -6 250' '- " 120' 6 -0 260' 13 '- " 130' 6 -6 270' 13 '- " 140 7 -0 280 14'-0" 150' 7 -6 290 14-'6" 300' 15'-0" REVISIONS Dr wIE SrARDARos sum By Mh JAL 3/8/98 m NO. - ah EAVE MASTIC DETAIL 12-4 JAL 3/8/98 INSTALLATION NOTES: 1) TO INSTALL ROOF PANELS BEGIN AT THE EAVE'AND WORK 'TOWARD THE RIDGE. TYPICAL LAP RIDGE PANEL OR UPPER ROOF PANEL) TYPE 1 OR 2 SCREWS 1'-0 O.C. MASIIC eV���NG (SEE NOTE 1) �>qltPpE 2) INSTALL BOTH SIDES OF THE ROOF AND THE RIDGE CAP BEFORE PROCEEDING TO, THE NEXT, RUN. OF. PANELS.'. USE RIDGE CAP FOR ALIGNMENT. INSTALL MASTIC AS REQUIRED. aoea PURUN LOGTE w ROOF r PANEL WRH CENR:RDNE CF F9tST w" RIB AS SHOWN. DIRECTION OF FRONT OF BUILDING B01igA) ON ROOF, USE ONE(1) TYPE 1 SEE NOTE NO.1 OR 3 SCREW AT 20' ON CENTER. OR NO.2 FOR MASTIC REQUIREMENTS BODE lAP DETAIL TYPE 1 OR 2 SCREWS 1'4 O.C. SCREWS ARE SPACED AS SHOWN ALONG ALL`PURUNS. r TYPE h :OR" X-sc9ENs 6•"-: D:Gs: SCREWS ARE SPACED AS SHOWN ALONGALLENDLAPS, RIDGE PANELS AND ROOF PANELS TO EAVESTRUT. GENERAL NOTES: 1.) ON BUILDINGS WITH ROOF SLOPES 1:12 OR GREATER, SIDELAP MASTIC WILL BE REQUIRED (SEE PG. 12-4) 2.) ON BUILDINGS WITH ROOF SLOPES LESS THAN 1:12 FULL LENGTH MASTIC IS REQUIRED.. 3.) ROOFS' WITH' INSULATIONTHICKNESS GREATER THAN 4 1/2" DO NOT MEET UL90 SPECIFICATIONS., FUSIONS D Afff " NE STANDARDS Ism er a1E JAL 3/8/98 ROOF PANEL PAGE Na lHr aTE INSTALLATION 12-4A JAL 3/8/98 ( SR2 PANEL ) SWT i POP RIVET i BOTTOM CLOSURE (MASTIC TOP & BOTTOM) it \ WALL 1.) WORKING FROM THE- REAR OF THE BUILDING, PLACE SIDEWALL TRIM FLUSH WITH THE CORNER TRIM TO INSURE A PROPER FIT WITH THE RAKE TRIM. 2.) PLACE SIDEWALL TRIM TO FIT SNUG INTO POSITION AND FASTEN WITH POP RIVETS AT 24" ON CENTER. 3.) LAP SIDEWALL TRIM A MINIMUM OF 1" (ONE INCH) AND FASTEN WITH POP RIVETS 1" ON. CENTER. SIDEWALL TRIM LAP DETAIL REVOM or aX srmaqw fff WE JAL 3/5/98 S I D_ EWALL TRIM PAM C. "� WE INSTALLATION 12-5 JAL 3/5/98 2 12 51 2 ROOF PANEL ERECTION PROCEDURES: BOTTOM CLOSURE EGS (W/MASTIC TOP do BOTTOM) WALL PANEL V — EAVESTRUT DETAIL "A" GUTTER AS REO'D FOR DOWNSPOUT (CUT ALONG SOLID LINES k BEND TABS DOWN WALL PANEL 17lto:Ti9al TYPE i OR 3 SCREWS DETAIL "B" nrmi "r" DETAIL "D" TUBE CAULKING ENDCAP 1.) FASTEN EGS GUTTER SUPPORTS TO MAJOR RIB OF ROOF PANEL 48" O.C. W/(2) TYPE 1 OR 3 SCREWS. ALLOW SUPPORTS TO OVERHANG PANELS SHOWN (SEE DETAIL "A"). 2.) BEFORE HANGING GUTTER FIELD CUT "X" AT DSC_ (DOWNSPOUT) LOCATION (SEE DETAIL "B"). 3.) WORKING FROM THE REAR OF THE; BUILDING ":PLACE TOP LIP OF "GUTTER OVER"SUPPORTS AND AGAINST BOTTOM OF ROOF PANEL. LOCATE SO THAT THE END OF THE GUTTER IS EXTENDED 1" PAST THE OUTSIDE CORNER TRIM. FASTEN AS SHOWN (SEE DETAIL "C"). 4.) ATTACH GUTTER TO EDGE OF ROOF PANEL 24" O.C. W/TYPE 1 OR 3 GUTTER SCREWS (SEE DETAIL"D"). PANELS 1t TRIM) (2)TYPE 1 OR 3 SCREWS EAVE STRUT WAIL PANELS Dr ah, rE JAL 3/5/98 i on 5.) HANG REMAINDER OF GUTTER USING TUBE CAULKING AND POP RIVETS AT ALL JOINTS AND AT ENDCAPS 1" O.C. (SEE DETAIL "E"). (CONTINUED ON PAGE 12-6A) 1" LAP (TYP•) Dip I Dff JAL 3/5/98 T1 DETAIL "E" STµMIRDS AUTOCAD FU NAME: SM126 GUTTER -&_.DOWNSPOUT PACE ATTACHMENT 12-6 DSC_ DSD WALL PANEL DSC POP f (TYP.) FM POP RIVETS (TYP.) DETAIL "F" TABS DETAIL "G" T ERECTION PROCEDURES (CONY.): 6.) ATTACH DSD_ (DOWNSPOUT DIVERTER) TO THE BASE OF DSC_ DOWNSPOUT W/(6) POP RIVETS (VOID IF DS_ DOWNSPOUT WITH BUILT—IN KICKOUT IS USED IN LIEU OF DIVERTER) (SEE DETAIL "F"). 7.) PLACE DSC_ (DOWNSPOUT) OVER TABS AGAINST BOTTOM OF GUTTER AND FASTEN,-W/(2) TYPE 1 OR 3 SCREW (SEE DETAIL "G"). 8.) SECURE DSC ` DOWNSPOUT TO WALL WITH DSS`_',.fOWNSPOUT STRAPS. (SEE THE DOWNSPOUT SCHEDULE ON THE ERECTION DRAWINGS FOR QUANTITY AND LOCATION). SECURE THE DSS_ DOWNSPOUT STRAPS TO THE WALL PANELS W/(1) TYPE 1 OR 3 SCREWS AND THE DSC_ TO DSS_ W/(2) POP RIVETS (SEE DETAIL "H"). ** ERECTOR NOTES ** 1.) DOWNSPOUTS MUST BE VENTED ONCE EVERY 40 FEET OF LENGTH 2.) AT A JOINT, FORM A VENT BY SNIPPING AND FOLDING BACK ONE OF THE FEMALE SIDES OF -THE DOWNSPOUT (SEE BELOW) VENT JOINT POP RIVETS (TYP.) DETAIL $IH" DOWNSPOUT VENT DETAIL REW" om CAX SrANNW wry sr DAIS FU MME: JAL 3/5/98 ,u m ai e GIUTTE�R & DOWNSPOUTBy �12� a5/sa ATTACHMENT vAc JAL / 12-6A NOTES; 1.) INSTALL VALLEY GUTTER SECTION BETWEEN EAVESTRUTS W/ TYPE 1 OR 3 SCREWS. APPLY GUTTER SEALANT AND LAP 1' WITH NEXT GUTTER SECTION. FASTEN LAP JOINTS WITH TYPE 1 OR 3 SCREWS 1" O.C. (SEE DETAIL-- Al- 1;, , i..,' 2.) ATTACH LEADER BOX TO VALLEY GUTTER BY FIRST APPLYING GUTTER SEALANT AND FASTENING W TYPE 1 OR 3 SCREWS I' O.C. ( EE DIET "B'). 3.) WHEN ENDCAP IS USED, ATTACH TO GUTTER BY FIRST APPLYING GUTTER SEALANT AND THEN FASTEN TO GUTTER WITH POP RIVETS 1' O.C. (SEE DET. "A' 4,) ATTACFT DSD .:DOWNSPOUT DIVERTER) TO`BASE`DF`DSC_WTTH, (6) POP RIVETS. VOID IF KICKOUi IS- USED, IN t1EV OF- DIVERTER). 5.) INSTALL DOWNSPOUT AND FIELD CUT RAKE TRIM., INSTALL RTEENDCAP. ` (SEE SED 22A) SECTION THRU EAVESTRUT DETAIL T REN$IONS ' WAN By By DATE WJD JAL RIVET O.C. OM CLOSURE CAT, STANDARDS 6SUm 3/1/98 . VALLEY GUTTER PKE NO. aTE - 12-7 3/4/98 INSTALLATION GUKNtK, IM . _ . WITH GUTTER 1.) BEGIN BY NSTAL= ME GUTTER (SEE SECT. 12-6). Pomm RAID= TRIM GUT1E VtU ROOF PANELS AND AGAINST DMALL .., PANELS. MATING,TOEAVE MITER. LOOSELY FASTER EACH END 76 ROOF PANELS WITH TYPE 1 OR 3 SCREWS, 3.) WORK UP THE SLOPE FROM BOTH SIDES UPPING RAKE TRIAL A MINIMUM OF 1". LOOSELY FASTEN ENDS TO ROOF PANEL W/TYPE 1 OR 3 SCREWS AS WORK PROGRESSES. TYPE 1 OR 3 c�n�.__,- N'ITFI' SIDEWALL�TRIA�'� I.)-: BM NMALLA N AT COO USING 01r. l f", FNOW NSTMM, POSTRON 00 ROOF PANELS NIP AGINST ODWEL PMM War Com CAP WTIN�p7M AND LOOSEY FASTEN EACH END RI ROOF FAN LS WTH. TYPE fe,;-P �. Pfl1SC5. 4.) PLACE APEX CAP OVER WAKE TRIMi,•? ALIGN AND ATTACHED WITH TYPE'1 OR 3 SCREWS. ��m �s 5.) USE EAVE GUTTER BOX AND APEX CAP AS STATION POINTS TO ALIGN RAKE TRIM. INSERT TOP CLOSURE $ MASTIC AS SHOWN. AFTER ALIGNMENT IS MADE, FASTEN RAKE TRIM SECURELY USING TYPE 1 OR 3 SCREWS ® EACH LEG. STITCH RAKE TRIM LAPS WITH POP RIVETS I' O.C.. STANDARDS tss m PAGE NO. RAKE TRIM INSTALLATION 12-8 EGS 48' O.C. ROOF PANEL (FASTEN EGS 48' O.C. W/(2)^TYPE ROOF PANEL (FASTEN W/(2) TYPE 1 ^ �� W/ TYPE 1 OR 2 1 OR 3 SCREWS W/ TYPE 1 OR 2 OR 3 SCREWS `Y SCREWS 6' O.C. ® EG- W/ SCREWS 6' O.C. SAVE STRUT & 12' 4„ STRUT & I2' EG_ W/ O.C. 0 PURLINS) TYPE i OR 3 O.C. ® URLINSEAVE ) TYPE 1 OR 3 SCREWS 24' O.C. SCREWS 24' O.C. - - - 0 ROOF & POP RIVET 0 EACH BOTTOM CLOSURE W 0 ROOF & POP EGS (CAULK & MASTIC TOP &` OM RIVET 0 EACH BOTTOM CLOSURE W/ POP RIVET TRUE EAVE STRUT EGS (CAU K & MASTIC TOP & BOTTOM SPUCES 1.C.)' O POP RIVET SPLICES 1' O.C.) I I FASTEN DS- WALL PANEL (FASTEN TO EG- W/(2) TO STRUCTURE W/ FASTEN DS_ v I TRUE EAVE STRUT TYPE 1 OR 3 TYPE 1 OR 2 TO EG_ W/(2) I SCREWS SCREWS 12 O.C.) TYPE 1 OR 3 SCREWS I FASTEN DSS_ TO I DS- 'Y GIRT WALL PANEL W/(1) (POP RIVET TO DS- TYPE..1 OR 3-SCREW. ff-�WALL DSRW .1`D.C.) C GIRT (ALTERNATE DSS--'FASTEN PANEL (FASTEN DSRW. CONDITION) TO DS- W/ TO STRUCTURE W/ PCT-(PANEL COLOR) DSS- (FASTEN TO (2) POP RIVETS TYPE 1 OR 2 SCREWS DSS_ (FASTEN TO DSRW COLUMN„ W/(1)TYPE SCREWS 12' O.C.) W/ (2) POP RIVETS) 1 OR 2 SCREW) A. PANELED • WALL B PARTIAL (BY-PASS) OPEN WALL EGS 48' O.C. TYPE I BOTTOM CLOSURE W/ EGS 48' O.C. ROOF PANEL (FASTEN W/ OR(2) 3SCREWS MASTIC TOP &BOTTOM WA2) TYPE 1 �� TYPE 1 OR 2 SCREWS 6' ROOF PANEL FASTEN OR 3 SCREWS 0� O.C. 0 EAVE STRUT & 12 0 PURUNS) TYPE 1WOR 3 4, W/ TYPE 1 OR 2 SCREWS EG- W/ SCREWS 24' 6' O.C. 0 EAVE STRUT & TYPE 1 R 3 - O.C. 0 ROOF 12' O.C. 0 PURUNS) SCREWS 24' O.C. PANEL & POP RIVET 0 EACH TRUE EAVE STRUT 0 ROOF & POP RIVET 0 EACH BOTTOM CLOSURE W/ MASTC TOP, & M EGS (CAULK & POP RIVET SPUCES EGT_ W/TYPE 1 EGS (CAULK & SPLICES i' O.C.) OR 2 SCREWS 12' POP RIVET TRUE EAVE STRUT O.C. 0 EACH LEG SPLICES 1' O.C.) FASTEN DSRW (TRIM COLOR) TO EG_ W/ (2) TYPE 1 FASTEN DS- TO EG- W/(2) EGT= / TYPE 1 OR 3 SCREWS TYPE 1 OR 3 SCREWS OR 2 SCREWS 12 O.C. 0 EACH LEG DS_ (TRIM COLOR) DSRW E(DSR WHEN POP RIVET SPLICES DS- FASTEN DSS- 1O 1' O.C. DSS- FASTEN COLUMN W/(1)TYPE DSS_ FASTEN TO FASTEN DSS_ TO TO DS- W/ 1 OR 2 SCREW DS_ W/ (2) COLUMN W/(1) TYPE (2) POP RIVETS POP RIVETS 1 OR 2 SCREW NOTE USE EGT_ TO ALIGN GUTTER WITH SIDEWALL PANELS WHEN NOTE USE EGT_ TO ALIGN GUTTER WITH SIDEWALL PANELS WHEN A PORTION OF THAT SIDEWALL IS SHEETED. EGT_ IS A PORTION OF THAT SIDEWALL IS SHEETED. EGL IS OMITTED WHEN ENTIRE LENGTH OF SIDEWALL IS OPEN OMITTED WHEN ENTIRE LENGTH OF SIDEIWALL.IS OPEN C, ,•..F.ULL-OPEN, (BY, -PASS) WALL D FULL OPEN (FLUSH) WALL REVISIONS DRAWN DATE STANDARDS AUMCAD FILE NAME: BY Q4TE JAL 2/1/00 SIDEWAtL SECTIONS S0131A CHECKED DATE PAGE NO. BY WITH GUTTER JAL 2/2/00 13-1A EGS 48O.C. W/(2) ROOF PANEL (FASTEN W/ TYPE i OR 3 SCREWS EGS 48' O.C. W/(2) OOF PANEL (FASTEN W// TYPE 1 OR 2 TYPE 1 OR 2 SCREWS 6' TYPE I OR 3 SCREWS ++ SCREWS 6' EG_ W/ » O.C. 0 EAVE STRUT ' T AND EG_ W/TYPE 1 O.C. 0 EAVE STRUT & 12' O.C. 0 PURLINS TYPE 1 OR 3 4 12O.C. ®PURUNS) OR 3 SCREWS SCREWS 24' O.C. 24" O.C. ® _ _ 0 ROOF & POP ROOF & POP BOTTOM CLOSURE W/ RIVET 0 EACH — RIVET 0 EACH MASTIC TOP & BOTTOM EGS (CAULK & BOTTOM CLOSURE W/ EGS (CAUL POP RIVET MASTIC TOP & BOTTOM & POP RIVET TRUE EAVE STRUT SPLICES 1' O.C.) TRUE EAVE STRUT SPLICES 1' O.C.) i "Z' GIRT y FASTEN DS_ TO EG_ W/(2)TYPE 'Z' GIRT FASTEN DS_ TO EG_ W/(2) TYPE 1 OR 3 SCREWS 1 1 OR 3 SCREWS DS_ — — — DS_ WALL PANEL WALL PANEL 'C" GIRT (FASTEN TO., (FASTEN TO (ALTERNATE STRUCTURE-W/'C' GIRT _ ; STRUCTURE W/ CONDITION) TYPE 1 OR 2 (ALTERNATE CONDITION) TYPE 1 OR 2 SCREWS 12' O.C.) SCREWS 120� O.C.) MASONRY (BY OTHERS) DSS_ FASTEN iY': DOS_ FASTEN TO DS_ W/ PBT_ (PANEL COLOR) PopR�rs , ONRY (PANEL COLOR) (OTHERS) (2) POP RIVETS NOTE: DSS_ TO MASONRY BY OTHERS NOTE: DSS- TO MASONRY BY OTHERS E I PARTIAL (OFF SET) MASONRY WALL F I PARTIAL (FLUSH) MASONRY WALL EGS 48' O.C. W/ ROOF PANEL (FASTEN W/ EGS 48" O.C. W/ ROOF PANEL (FASTEN W/ (2)TYPE 1 OR ++ TYPE 1 OR 2 SCREWS 6 4 (2) TYPE 1 OR TYPE 1 OR 2 SCREWS 6 OR 3 SCREWS O.C. 0 EAVE STRUT & 12" O.C. 0 PURLINS 3 SCREWS 2 1 2" O.C. 0 EAVE STRUT & 12' O.C. ® PURLINS) EG_ W/TYPE I I SCREWS 24' BOTTOM CLOSURE W/ EG_ W/TYPE _ O.C. 0 ROOF AND POP RIVET MASTIC TOP & BOTTOM 1 OR 3 SCREWS 24" BOTTOM CLOSURE W/ 0 EACH EGS TRUE EAVE STRUT O.C. 0 ROOF MASTIC TOP & BOTTOM (CAULK AND POP MEST_ W/ TYPE 1 AND POP RIVET MEST_ W/1YPE 1 RIVET SPLICES 1" O.C.) OR 2 SCREWS 24' O.C. (TRIM COLOR) 0 EACH EGS (CAULK AND POP OR 2 SCREWS 24" O.C. (TRIM COLOR) FASTEN DS_ TO RIVET SPLICES TRUE EAVE STRUT EG_ W/(2) TYPE 1" O.C.) 1 OR 3 SCREWS MASONRY' FASTEN DS_ DS_ (BY OTHERS) TO EG_ W/(2) MASONRY TYPE 1 OR (BY OTHERS) DSS_ FASTEN 3 SCREWS TO DS_ W/(2) 0 Ds POP RIVETS — DSS_ FASTEN TO DS_ W/(2) POP RIVETS NOTE: DSS_ TO NOTE: DSS__ TO MASONRY BY OTHERS I MASONRY BY OTHERS G FULL OPEN (OFFSET) MASONRY WALL I H I FULL OPEN (FLUSH) MASONRY WALL REVISIONS DRAWN DATE STANDARDS U FILE NAME: BY DATE JAL 2/1/00 SIDEWALL SECTIONS SED131B CHEffyCKEDDATE WITH GUTTER (CON)T.) PAGE NO. 13-1B JAL 2/2/00 EGS 48' O.C. W/ ROOF PANEL (FASTEN W/ SEGS 24' O.C. BOTTOM CLOSURE W/ ROOF PANEL (2)TYPE 1 OR RI TYPE 1 OR 2 SCREWS 6 W/(2) TYPE 1 MASTIC TOP & BOTTOM (FASTEN W/ 3 SCREWS O.C. 0 EAVE STRUT & 12- O.C. 0 PURLINS) OR 3 SCREWS n TYPE 1 OR EG_ W/TYPE — SG_ W/IYPE 4 2 SCREWS s' O.C. 1 OR 3 — _ BOTTOM CLOSURE W/ 1 OR 3 SCREWS EAVE STRUT SCREWS 24' MASTIC TOP & BOTTOM 6' O.C. 0 ROOF & 12' O.C. O.C. 0 ROOF AND POP RIVET I & POP RIVETS 0 PURUNS) 0 EACH EGS TRUE SAVE STRUT I 0 EACH SECS (CAULK AND POP 'Z' GIRT (CAULK & POP RIVET SPLICES — RIVET SPLICES 1' O.C.) I 1' O.C.) FASTEN DS_ TO I EG_ W/(2) TYPETRUE 1 OR 3 SCREWS _ _ I EAVE STRUT Ds—J T DS— TO L'C' GIRT (ALTERNATE SG��W/(2) TYPE �/ I WALL PANEL (FASTEN TO CONDITION) 1 OR 3 SCREWS I STRUCTURE:4Y/ BRICK (BY OTHERS) DS— i I WALL PANET: TYPE 1: OR, 2 SCREWS'12"?O:C.) PANEL TO MASONRY I (FASTEN TO STRUCTURE W/ FASTEN) FLASHING(PANEL COLOR) /gyp TDSS- TDOSSDS FAWN) SCREWS 12O.C.) POP RWTS NOTE: DSS_ TO POP RIVETS FAST"B D s w/( ) MASONRY BY OTHERS TYPE 1 OR 3 SCREW I PARTIAL (OFF SET) MASONRY WALL J SNOW LOAD EAVE CUTTER K L REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILENAME 8Y �TE JAL 2/1/00 SIDEWALL SECTIONS S0131C CHECKED DATE PAGE NO. BY WITH GUTTER (CON'T.) 13_1c JAL 2/2/0o BOTTOM CLOSURE W/ BOTTOM CLOSURE W/ ROOF PANEL FASTEN MASTIC TOP & BOTTOM MASTIC TOP W/ TYPE 1 OR 2 Sum 6' O.C. O SAVE STRUT & 12' ROOF PANEL (FASTENO.C. 0 PURUNS) » W/ TYPE 1 OR 2 SCREWS 6• D.C. 0D.C. STRUT 1rO.C. I 0 PURLINS) f4" SWfAVE R(VEf TWALL STRUTPOP PANEL 24' O.C. (PORNET SPUCE 1' O.C.) SWF_ POP RIVET TO WALL PANEL 24' O.C. TRUE EAVE STRUT WALL PANEL (� TO (POP RIVET SPLICES 1':O;C) STRUCTURE W/TYPE 1 OR 2 SCREWS 12' O.C.) J(ALTERNATE WALL PANEL (FASTEN TO STRUCTURE PCT_ RIGID - FEE SCREWS 12' D.C.) (PANEL COLOR) •Z' GIRT 'C' GIRT CONDITION) A PANELED WALL B I PARTIAL BY-PASS OPEN WALL BOTTOM CLOSURE W/ ROOF PANEL (FASTEN BOTTOM CLOSURE W/ ROOF PANEL (FASTEN MASTIC TOP & BOTTOM W/ TYPE 1 OR 2 MASTIC TOP & BOTTOM W/ TYPE 1 OR 2 SCREWS 6' O.C. 0 SCREWS 6' O.C. 0 EAVE SIRUP & 12' EAVE STRUT & 12' 2 ,) /2„ O.C. 0 PURLINS) 2 ) /2„ O.C. 0 PURLINS) TRUE EAVE STRUT TRUE EAVE STRUT ET - _ (FASTEN W/ TYPE 1 OR 2 SCREWS 24' O.C.) (TRIM COLOR) (FIELD NOTCH ET_ AT RIGID FRAME) RIGID FRAME 2 RIGID FRAME C FULL OPEN BY-PASS W/O TRIM WALL D I FULL OPEN BY-PASS W TRIM WALL REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE NAME: By DATE JAL 2/7/00 SIDEWALL SECTIONS SED132A CHECKED DATE PAGE NO. BY WITHOUT GUTTER JAL 2/9/00 13-2A BOTTOM CLOSURE W/ ROOF PANEL (FASTEN BOTTOM CLOSURE W/ ROOF. PANEL FASTEN MASTIC TOP & BOTTOM 2 MASTIC TOP & BOTTOM W/ TYPE 1 OR 2 0 SCREWS 6' O.C. 0 2' SAVE STRUT & 12' LE�AVE 2�" D.C. 0 PURLINS) �.) 1 I _ TRUE EAVE STRUT ET_ W/TYPE 1 OR 2 SCREWS TRUE EAVE STRUT 24' O.C. (TRIM COLOR) (FIELD NOTCH ET_ AT RIGID FRAME) RIGID, FRAME RIGID FRAME E I FULL OPEN. FLUSH W/O TRIM WALL F I FULL OPEN" FLUSH.W TRIM WALL BOTTOM CLOSURE W/ ROOF PANEL (FASTEN BOTTOM CLOSURE W/ ROOF PANEL (FASTEN MASTIC TOP & n BOTTOM W/TYPE 1 OR 2 MASTIC TOP & » BOTTOM 4 W/ TYPE 1 OR 2 SCREWS 6' O.C. 0 EAVE STRUT & 12' �� SCREWS 6' Q.C. 0 EAVE STRUT & 12' O.C. 0 PURUNS) _ O.C. 0 PURUNS) SWT_ SWT_ POP RIVET TO WALL TRUE EAVE STRUT POP RIVET TO WALL PANEL 24' O.C. PANEL 24' O.C. TRUE EAVE STRUT (POP RIVET SPLLICES1-1' O.C.) SPLICES 1' O.C.) 7' GIRT WALL PANEL (FASTEN TO / STRUCTURE WTYPE 'Z' GIRT WALL PANEL (NF/ASfENT UCTURE — M 1 OR SCREWS 12' O.C.) SCREWS 112? Q.C.) PBT_ — — — — J PCT_ 'C' GIRT (PANEL COLOR) (PANEL COLOR) (ALTERNATE sm C.GIRT CONDITION) MASONRY (BY OTHERS) (ALTERNATE CONDITION) MASONRY (BY OTHERS) G I PARTIAL:, (OFF SET)'MASONRY WALL' H I PARTIAL (FLUSH).,.: MASONRY WALL REVISIONS DRAWN DATE STANDARDS 'Vow BY FILE NAME BY. DATE JAL 2/7/00 SIDIWALL SECTIONS SED132B CHECKED By �� PAGE NQ. WITHOUT GUTTER (CON'T.) JAL 2/9/00 13-2B BOTTOM CLOSURE W/ BOTTOM CLOSURE W/ MASTIC TOP & BOTTOM MASTIC TOP & BOTTOM ROOF PANEL (FASTEN ROOF PANEL (FASTEN W/ TYPE 1 OR 2 W/ TYPE 1 OR 2 4 " 4 SCREWS 6' O.C. SCREWS 6' O.C. 0 EAVE STRUT & 12' Z* SAVE STRUT I I O.C. 0 PURUNS) O.C. 0 PURUNS) I MEST_ (FASTEN -� TRUE EAVE STRUT TRUE EAVE STRUT W/ TYPE 1 OR 2 MEST_ (FASTEN SCREWS 24' O.C.) W/TYPE 1 OR 2 (TRIM COLOR) 4 SCREWS 240 O.C.) u:. (TRIM. COLOR) w' MASONRY (BY OTHERMASONRY S) (BY OTHERS) I FULL OPEN (OFF SET) MASONRY WALL J FULL OPEN (FLUSH) MASONRY WALL BOTTOM CLOSURE W/ ROOF PANEL (FASTEN TOP CLOSURE W/ ROOF PANEL (FASTEN MASTIC TOP & BOTTOM W/ TYPE 1 OR 2 MASTIC TOP & W/ TYPE 1 OR 2 SCREWS 6' O.C. 0 BOTTOM SCREWS 6' O.C. 0 EAVE STRUT & 12' - 2 EAVE STRUT & 12' VARIES E�� O.C. 0 PURUNS) ,�I 2 O.C. 0 PURUNS) HSWf- � 1 _ - (FASTEN W/ - - - - TYPE i OR 3 SWT_ SCREWS 12' _ - POP RNLI TO ALL O.C. 0 EACH P� 2244 O.Cl I TRUE EAVE STRUT LEG (POP SPLICES 1' D_C:) I RIVET SPLICES I I GIRT 1' O.C.) TRUE EAVE STRUT WALL PANEL (FASTEN TO STRUCTURE I TOP CLOSURE W/TYPE 1 0972 _ I I SCREWS 12' O.C.) WALL PANEL PANEL TO MASONRY5 1 (FASTEN TO I FLASHING STRUCTURE W/ (PANEL COLOR) _ TYPE 1 OR 2 'C' GIRT SCREWS 12' O.C.) BRICK (ITY OTHERS) (ALTERNATE CONDITION) NOTE: FIELD MITER HSWT_ TO RAKE TRIM K I PARTIAL (OFF SET) MASONRY WALL L PANELED HIGH SIDEWALL REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE NAME: BY DATE JAL 2/7/00 SIDEWALL SECTIONS SM132C. CHECKED BY DATE PAGE NO. WITHOUT GUTTER (CON'T.) JAL 2/11/0 13-2C TOP CLOSURE W/ MASTIC TOP & ROOF PANEL (FPS" "" PANEL W/ TYPE 1 OR 2 TOP CLOSURE W/ MASTIC Top & P ROOF PANEL (FASTEN W/ TYPE I OR 2 BOTTOM 2 112- SCREWS 6' D.C. 0 6 BOTTOM SCREWS 60 D.C. 0 r-�l EAVE STRUT & 12' f4 EAVE STRUT VE SAVE SW & 12* S HSWT— 0 PURLINS) O.C.C. 0 PU, 1 O.C. O'C , 0 1120 0 PURLINS) (FASTEN W/ HSWT— TYPE I OR 3 (FASTEN W/ SCREWS 11 2* TYPE I OR 3 R D.C. 0 EACH 2 SCREWS 12' D.C. 0 LEG (POP 0 ROOF PANEL L PANEL RIVET SPUCES j 1' D.C.) TRUE EAVE STRUT V STRUT TYPE 1 OR 2 R 2 SCREWS 12' - O.C.0 C. EAVE STI" RUT Tj (POP RIVET T TRUE EAVE TRUE EAVE STRUT .1 Uor Top CLOSURE RE I I SPLICES I- D.C.) I *Z' GIRT PANEL (FASTEN TO EST_ STRUCTUREW/ I (FASTEN W1 TYPE TYPE 1 OR:2 1 1 or 2 SCREWS SUM 12' D.C.) I OC*GIRT 12' D.C. AT EACH 4 , (ALTERNATE LEG} (TRIM COLOR) PCT — CONDITION) (PANEL COLOR) NOTE: FIELD MITER HSWr— NOTE: FIELD MITER HSWT— TO RAKE TRIM TO RAKE TRIM M PARTIAL OPEN HIGH SIDEWALL N FULL OPEN HIGH SIDEWALL TOP CLOSURE W/ ROOF PANEL (FASTEN TOP CLOSURE W/ ROOF ROOF PANEL (FASTEN MASTIC TOP & P W/ TYPE I OR 2 MASTIC TOP & P W W/ TYPE I OR 2 BOTTOM 2 112* SCREWS 6' D.C. 0 BOTTOM 112' SC 6 SCREWS 6" O.C. 0 EAVE STRUT & 12' A W EAVE STRUT & 120 D.C. 0 PURUNS) D.00 PURLINS) ; PUF O.C.HSWT— HSWTT— (FASTER W/ (FASTEN W/ TYPE I OR 3 TYPE I OR 3 SCREWS 12* SCREWS 12' D.C. 0 EACH D.C. 0 ROOF LEG (POP PANEL TYPE I RIVET SPLICES TRUE EAVE STRUT OR 2 SCREWS TRUE EAVE STRUT In D.C.) 12' D.C. 0 SAVE STRUT) (POP RIVET MEST— SPLICES I- D.C.) (FASTEN W/ 7 TYPE I OR 2 MEST— `-'SCREWS'24' RY (FASTEN W/ MASONRY (TRIM COLOR) OTHERS) TYPE I OR 2 (BY OTHERS) SCREWS 24* D.C. (TRIM COLOR) NOTE: FIELD MITER HSWT_ NOTE: FIELD MITER HSWr— TO RAKE TRIM TO RAKE TRIM 0. FULL OPEM (OFF SET) `MASONRY' HIGH SIDEWALL: 'Pl FLILLWEN (FLUSH). MASONRY:, HIGH SIDEWALL REVISIONS DRAWN DATE STANDARDS AUTOCAD By FILE NAME: BY WE— JAL 2/15/00 SIDEWALL SECTIONS SED132D CHECKED DATE PAGE NO. No BY WITHOUT GUTTER (CON)T.) JAL 2/17/00 13-2D EGS 48' O.C. (FASTEN W/ BOTTOM CLOSURE W/ ROOF PANEL (FASTEN W/ TYPE 1 OR 2 (2) TYPE 1 OR 3 SCREWS) MASTIC TOP AND BOTTOM SCREWS 6' O.C. 0 PURLIN & 12' O.0 0 EAVE STRUT AND INTERIOR PURLINS) EG_ W/ TYPE 1 OR 3 SCREWS 2 1/2' 24' O.C. 0 ROOF & POP RIVET - 0 EACH EGS (CAULK AND POP I ' - - - - - - RIVET SPLICES 1' O.C.) STT- W/ TYPE . TRUE EAVE STRUT PURUN 1 OR 3 SCREWS 12' O.C. FASTEN DSET TO EG_ W/ (SOFFIT COLOR) v (2) TYPE 1 DR 3 SCREWS - - - - - - - - TOP CLOSURE DST SOFFIT PANEL (FASTEN W/ TYPE 1 OR 2 SCREWS If O.C. 0 PURUN & TYPE 1 OR 3 SCREWS 12' O.C. 0 STT_) EST_ (FASTEN W/ TYPE 1 OR 2 SCREWS 24' O.C. 0 PURUN & TYPE 1 OR 3 SCREWS WALL PANEL (FASTEN TO STRUCTURE W/ 12' O.C. Cl SOFFIT PANEL (TRIM COLOR) Dig TYPE--tLW>2 SCREWS 12' D.C.) DSC_ (CAUL .k& POP RIVET SPLICES 1' O.C.) F AS" TO WALL PANEL W/ (1) Y TYPE �W3 SCREWS DSS_ (FASTENY TO DSEB W/ (2) POP RIVETS) DS_ A PANELED WALL EGS 48' O.C. (FASTEN W/ BOTTOM CLOSURE W/ ROOF PANEL (FASTEN W/ TYPE 1 OR 2 (2) TYPE 1 OR 3 SCREWS) MASTIC TOP AND BOTTOM SCREWS 6' O.C. 0 PURUN & 12' O.C. 0 EAVE STRUT AND INTERIOR PURLINS) EG_ W/ TYPE 1 OR 3 SCREWS 2 1/2' 24' O.C. 0 ROOF & POP RIVET - - - - - - 0 EACH EGS (CAULK & POP - - - - -SR_ TRUE EAVE STRUT RIVET SPLICES 1' O.C.) W/ TYPE PURUN 1 OR 3 SCREWS 12' O.C. TOP CLOSURE FASTEN BET TO EG_ W/ , (SOFFIT COLOR)+ WALL PANEL (FASTEN TO STRUCTURE (2) TYPE 1 OR 3 SCREWS W/ TYPE 1 OR 2 SCREWS 12' OC.) SOFFIT PANEL (FASTEN W/ DSET 'Z qRf TYPE 1 OR 2 SCREWS 12' O.C. 0`PURLIN & TYPE 1 EST_ (FASTEI W/' TYPE 1 OR 2 SCREWS i , 3 SCREWS 12' O.C. 0 " 24' O.C. 0 PURLIN &TYPE 1 OR 3 SCREWS PBT_ (PANEL COLOR) ST STf_) 12' O.C. 0 SOFFIT PANEL (TRIM COLOR) DSEB DSC_ (CAULK & POP RIVET SPLICES 1' O.C.) . 'C' GIRT (ALTERNATE CONDIBON) •DSS_ (FASTEN TO DSEB W/ (2) POP RIVETS) DS- MASONRY (BY OTHERS) *FASTEN DSS_ TO MASONRY (BY OTHERS) 6 PARTIAL MASONRY WALL (OFF SET) REVISIONS DRAWN DATE STANDARDS AUMCAD FILE NAME: 9. DATE JAL 2/25/00 SIDEWALL ROOF S013M JAL 0, 25 D, CHECKED DATE PAGE NO. BY EXTENSION W/ SOFFIT 13-3A JAL 2�2e�oo EGS W D.C. (FASTEN W1 BOTTOM I CLOSURE . W/ . ROOF , PANEL 07SIM W/ (FASTEN 1 OR 2 TYPEOR (2)TYPE I OR 3 SCREWS) MASTIC TOP AND BOTTOM SCREWS 6* D.C. 0 PUIRUN� & 12* D.C. M U 0 EAVE 9" & INTERIM PURLINS)j EG_ W/ TYPE I OR 3 SCREWS 2 1 24' D.C. 0 ROOF & POP RIVET 0 EACH EGS (CAULK AND POP TRUE. EAVE STRUT RIVET SPLICES I- D.C.) STT_ W/ PURLIN I OR 3 SCREWS TOP CLOSURE, 12' D.C. FASTEN DSET TO EG_ W/ (SOFFIT COLOR) WALL PANEL (FASTEN TO STRUCTURE (2) TYPE I OR 3 SCREWS W/ TYPE I OR 2 SCREWS 12* D.C.) SOFFIT PANEL (FASTEN W/ DSET OZO GIRT TYPE I OR 2, SCREWS 12' D.C. 0 PURUN & TYPE I EST— (FASTEN W/ TYPE I OR 2 SCREWS PCT_ 1 3 SCREWS 12* D.C. 0 SETT) 240 D.C. 0 PURUN & TYPE 1 OR.3 SCREWS (PANEL COLOR) 12- D.C. 0 SOFFIT PANEL (TRIM COLOR) DSC_ (CAULK & POP RIVET SPUC95r.V O.Q).,, DSEB "Cp GIRT (ALTERNATE CONDITION *DSS— (FASTEN TO DSEB W/ (2) POP RIVETS) MASONRY (BY OTHERS) *FASTEN DSS_ TO MASONRY (BY OTHERS) c I PARTIAL MASONRY WALL (FLUSH) EGS 48- D.C. (FASTEN W/ BOTTOM CLOSURE W1 ROOF PANEL (FASTEN W/ TYPE 1 OR 2 (2) TYPE I OR 3 SCREWS) MASTIC TOP AND BOTTOM SCREWS 6' O.C. 0 PURLIN & 12" D.C. 0 LAVE STRUT & INTERIOR PURLINS) EG_ W/ TYPE 1 OR 3 SCREWS 2 11/2- 24" D.C. 0 ROOF & POP RIVET 0 EACH EGS (CAULK AND POP TRUE EAVE STRUT RIVET SPLICES 1- D.C.) SIT— W/ TYPE PURUN I OR 3 SCREWS 12' D.C. TOP CLOSURE FASTEN DSET TO EG_ W/ (SOFFIT COLOR)'., WALL PANEL (FASTEN TO STRUCTURE (2) TYPE I OR 3 SCREWS W1 TYPE 1 OR 2 SCREWS 12- D.C.) SOFFIT PANEL (FASTEN W/ DSET "Zo GIRT TYPE I OR 2 SCREWS 12' D.C. 0 PURUN & TYPE I OR 3 SCREWS 12' D.C. 0 T EST— (FASTEN W1 TYPE I OR 2 SCREWS PANEL TO SIT—) 240 D.C. 0 PURUN & TYPE 1-OR 3 MASONRY TRIM 12' D.C. 0 SOFFIT PANEL (TRIM (PANEL COLOR) DSC_ (CAULK & POP RIVET 1. D.C.) DSEB 'C' GIRT (ALTERNATE CONDITION) *DSS— (FASTEN TO DSEB W1 (2) POP RIVETS) Ds_ MASONRY (BY OTHERS) -FASTEN DSS_ TO MASONRY (BY OTHERS) , FF PARTIAL MASONRY WALL (OFF SET) REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE WE. BY DATE JAL 2/28/00 SIDEWALL ROOF SB13M JAL CHECKED DATE PAGE NO. BY EXT. W/ SOFFIT (CON'T.) JAL 3/2/00 13-36 'it EGS 48' O.C. (FASTEN W/ BOTTOM CLOSURE W/ ROOF PANEL (FASTEN W/ TYPE 1 (2) TYPE 1 OR 3 SCREWS) MASTIC TOP AND BOTTOM OR 2 SCREWS 6' O.C. 0 PURLIN & 12' O.C. 0 EAVE STRUT & INTERIOR PURUNS)' EG_ W/ TYPE 1 OR 3 SCREWS 2 t/ 24' O.C. 0 ROOF & POP RIM- 0 EACH EGS (CAULK AND POP - - - TRUE EAVE STRUT RIVET SPLICES 1' O.C.) PURLIN TAM (FASTEN W/ TYPE 1 OR 2 ' FASTEN DSEf TO EG_ W/ , SCREWS 24' O.C.) (2) TYPE 1 OR 3 SCREWS- STT_ (ATTACHMENT TO DSET MASONRY BY OTHERS) (SOFFIT COLOR) EST_ (FASTEN W/ TYPE 1 OR 2 SCREWS SOFFIT PANEL (FASTEN TO 24' O.C. 0 PURLIN & TYPE 1 OR 3 SCREWS STRUCTURE W/ TYPE 1 12' O.C. 0 SOFFIT PANEL (TRIM COLOR) "'' ' OR 2 SCREWS 12' O.C.) ry DSEB OSC_ (CAULK: &`. POP RIVET SPLICES 1' O.C.) •DSS_ (FASTEN TO DSEB W/ (2) POP RIVETS) DS_ . . MASONRY (BY OTHERS) *FASTEN DSS_ TO MASONRY (BY OTHERS) E I FULL MASONRY WALL OFF SET EGS 48' O.C. (FASTEN W/ BOTTOM CLOSURE W/ ROOF PANEL (FASTEN W/ TYPE 1 (2) TYPE 1 OR 3 SCREWS) MASTIC TOP AND BOTTOM OR 2 SCREWS 6' O.C. 0 PUF41N & 12' O.C. 0 EAVE STRUT & EG_ W/ TYPE 1 OR 3 SCREWS 2 1/2 INTERIOR PURUNS)I 24' O.C. 0 ROOF & POP RIVET 1 - - - - 0 EACH EGS (CAULK AND POP - - - - - - - TRUE EAVE STRUT RIVET SPLICES 1' O.C.) TEN TAM (FASW/ TYPE 1 OR 2 PURLIN SCREWS 24' O.C.) FASTEN DSET TO EG_ W/ (2) TYPE 1 OR 3 SCREWS - - - STT_ (ATTACHMENT TO DSET MASONRY BY OTHERS) (SOFFIT COLOR) EST_ (FASTEN W/ TYPE 1 OR 2 SCREWS SOFFIT PANEL (FASTEN TO 24' O.C. 0 PURLIN & TYPE 1 OR 3 SCREWS STRUCTURE W/ TYPE 1 12' O.C. 0 SOFFIT PANEL (TRIM COLOR) OR 2 SCREWS 12' O.C.) DSEB DSC_ (CAULK & POP RIVET SPLICES 1' O.C.) 'DSS_ (FASTEN TO DSEB W/ (2) POP RIVETS) MASONRY (BY OTHERS) DS_ 'FASTEN DSS_,TO MASONRY (BY OTHERS) F FULL MASONRY WALL (FLUSH) REVISIONS DRAWN DATE STANDARDS AUf0GAD BY FILE NAME: BY DATE JAL 2/29/00 SIDEWALL ROOF SED13M CHECKED DATE PAGE NO. 13-3c EXT. W/ SOFFIT (CON'T.) JAL 3/3/00 BOTTOM CLOSURE W/ ROOF PANEL (FASTEN MASTIC TOP & BOTTOM W/TYPE 1 OR 2 SCREWS 6' O.C. 0 PURLIN & TTorroM aosuRE ROOF PANEL (FASTEN EGS 48' O.C. 2 1/2" 12' O.C. 0 EAVESTRUT INTERIOR PURLINS) W/ MASTIC TOP W/ TYPE i OR 2 & BOTTOM SCREWS 6' O.C. 0 W/(2) TYPE 1 (�( PURUN & 12' O.C. OR 3 SCREWS I I0 - EAVE STRUT & 2 1/2* INTERIOR PURUNS) _ - TYPE 1 OR 3 SCREWS 24' - - - - O.C. 0 ROOF - PANEL & POP RIVET 0' EACH EGS (CAl1LK & PURLIN RIVET POP SPLICES 1' O.C.) PURUN FASTEN DSC- _ TO EG- W/ - - - OT- W/TYPE I OR (2) TYPE .7 OR _ - SOFFVPANEL; 3 SCREWS :.1 Y..O.0 3 SCREWS • • • (FASTEN TO PURLIN -- - _ - W/TYPE 1 OR-2 DSC- SCREWS 12'" O.C.) . DSD- EST_ W/IYPE 1 OR 2 SCREWS (CAULK AND POP SCREWS 24' O.C. 0 PURLIN & SOFFIT PANEL (FASfEN'TO PURLIN RIVET TO DSC- TYPE 1 OR 3 SCREWS 12' O.C. W/ TYPE 1 OR 2 SCREWS 12' O.C.) 1' O.C.) 0 SOFFIT PANELS (TRIM COLOR) G I OPTIONAL EAVE W KICKOUT ONLY H OPTIONAL EAVE W EAVE TRIM �O �O I J REVISIONS DRAWN DATE STANDARDS Al1TOCAD BY DATE FIVE NAME JAL 311100 SIDEWALL ROOF S013M CHECKED DATE PAGE No EXT. W/ SOFFIT (CON'T.) JAL 3�3�0o 13-3D EGS 48' O.C. (FASTEN W/ (2) TYPE 1 OR 3 SCREWS) ROOF PMIEL'sFASTEN W/ TYPE 1 OR 2 SCREWS 8" O.C. 0 11URIJN & 12 O.C. 0 FAVE STRUT AND IN(ERIOR RmNS) EG— W/ TYPE 1 OR 3 SCREWS 2 1/2' 24' O.C. 0 ROOF & POP RIVET 0 EACH EGS (CAULK AND POP SEE SECT. 13-4A-8 BOTTOM CLOSURE W/ MASTIC TOP AND BOTTOM —— RIVET SPLICES I.. O.C.) TRUE SAVE STRUT PURLIN FASTEN DSET TO EG— W/ (2) TYPE 1 OR 3 SCREWS v DSET SWT— (FEN W� POP RIVETS 24 O.C.) (PANEL COLOR) WALL PANEL (FASTEN TO STRUCTURE W/ I TYPE 1 OR 2 SCREWS 120 O.C.) EST_ (FASTEN W/ TYPE 1 OR 2 SCREWS 24" O.C. 0 EACH LEG) (TRIM C0 DSC— (CAULK & POP RIVET SPLICES 1" O.C.); DSS— (FASTEN TO DSEB W/ DgB FASTEI4 DSS_ TO WALL PANEL W/ (1) TYPF' 1' OR,J SCREWS DS— (2) POP RIVETS) A PANELED WALL ROOF PANEL ROOF EXTENSION BEAMS I I SWi_ (FASTEN W/ I I I I I I POP RIVETS 24" O.C.) I I (PANEL COLOR) I I I I I I .. r BCT_ (HEED CUT-- I & POP RIVET 1" O.C.) (PANEL COLOR) I TOP CLOSURE WALL PANEL B BEAM CLOSURE DETAIL REVISIONS DRAWN BY JAL DATE 4/03/00 STANDARDS AUTOCAD FILE NM E- SmIw BY DATE SIDEWALL ROOF CHECKED BY JAL DATE 4/06/00 PAGE NO. 13-4A EXTENSION W/O SOFFIT EGS 48- D.C. (FASTEN W/ ROOF PANEL JFASTEN W/ TYPE 1 OR 2 SCREWS 6- O.C. 0 (2) TYPE I OR 3 SCREWS) PURLIN & 12 D.C. 0 EAVE STRUT & INTERIOR puRUNS) SECT. 13-4A-B BOTTOM CLOSURE W/ MASTICTOP AND BOTTOM EG— W1 TYPE I OR 3 SCREWS 2 1/2'SEE 24' D.C. 0 ROOF & POP RIVET 0 EACH EGS (CAUL( & POP TRUE EAVE STRUT RIVET SPLICES 1' D.C.) FASTEN DSET TO EG_ W/ PURLIN SWT— (FASTEN (2) TYPE 1 OR 3 SCREWS v WPOP 240/ RIVETS D.C. WALL PANEL (FASTEN TO STRUCTURE (WALL COLOR) W/ TYPE I OR 2 SCREWS 12- D.C.) DSET T GIRT EST— (FASTEN W/ TYPE I OR 2 SCREWS 24' D.C. 0 PURLIN & TYPE 1 OR 3 SCREWS PBT- (PANEL COLOR) 12* D.C. 0 SOFFIT PANEL (TRIM COLOR) DDSEB DSC—.(CAULK & POP RIVET SPLICES -,I* D.C.) GIRT (ALTERNATE CONDITION) *DSS— (FASTEN TO DSEB W/ (2) POP RIVETS) DS— MASONRY (BY OTHERS) *FASTEN DSS— TO MASONRY (BY OTHERS) c I PARTIAL MASONRY WALL (OFF SET) EGS 48- D.C. (FASTEN W/ ROOF PANEL SFASTEN W/ TYPE I OR 2 SCREWS 6- D.C. 0 (2) TYPE 1 OR 3 SCREWS) PURLIN & 12 D.C. 0 EAVE STRUT & INTERIOR PURLJNS) SEE SECT. 13-4A-B BOTTOM CLOSURE W/ MASTIC TOP AND BOTTOM EG— W/ TYPE I OR 3 SCREWS 2 1/2' 24* D.C. 0 ROOF & POP RIVET 0 EACH EGS (CAULK AND POP — TRUE EAVE STRUT RIM SPLICES 1' O.C.) PURUN FASTEN DSET TO EG— W/ SWT— (FASTEN (2) TYPE I OR 3 SCREWS W/ POP RIVETS 24* D.C. WALL PANEL (FASTEN TO STRXTURE (PANEL COLOR) W/ TYPE 1 OR 2 SCREWS 12' D.C.) DSEr T C4RT EST— (FASTEN W/ TYPE 1 OR 2 SCREWS-- 24' D.C. 0 PURLIN & TYPE I OR 3 SCREWS PCf- (PANEL COLOR) 12' D.C. 0 SOFFIT PANEL (TRIM COLOR) DSC— (CAULK & POP RIVET SPLICES 1* D.C.) OSEB mCm GIRT (ALTERNATE CONDITION) *DSS— (FASTEN TO DSEB W/ (2) POP RIVETS) MASONRY (BY OTHERS) Ds— *FASTEN DSS— TO MASONRY (BY OTHERS) PARTIAL MASONRY WALL (FLUSH) REVISIONS DRAWN DATE STANDARDS BY FILE NAME - By DATE JAL 4/03/00 SIDEWALL ROOF SM13C JAI ifi/lo/po CHECKED DATE PAGE NO. BY EXTENSION W/O SOFFIT 13-4B JAL 4/06/00 EGS 48' D.C. (FASTEN W/ ROOF PANEL SFAS" W/ TYPE 1 OR 2 SCREWS 6' O.C. 0 (2) TYPE 1 OR 3 SCREWS) PURUN & 12 O.C. 0 EAVE STRUT & INTERIOR PURUNS) EG— W/ TYPE 1 OR 3 SCREWS 2�' SEE SECT. 13-4A—B BOTTOM CLOSURE W/ MASTIC TOP AND BOTTOM 24' O.C. 0 ROOF & POP RIVET 0 EACH EGS (CAULK AND POP — — — — RIVET SPLICES 1' O.C.) — — TRUE EAVE STRUT PURUN FASTEN DSET TO EG_ W/ SWT— (FASTEN WALL PANEL (FASTEN TO STRUCTURE (2) TYPE 1 OR 3 SCREWS W/ POP RIVETS W/ TYPE 1 OR 2 SCREWS 12' O.C.) 24' O.C. .Z' GIRT (PANEL COLOR) DSET EST— (FASTEN W/ TYPE 1 OR 2 SCREWS PANEL TO 24' O.C. 0 PURUN & TYPE 1 OR 3 SCREWS MASONRY TRIM n 12' O.C. 0 SOFFIT PANEL (TRIM COLOR) (PANEL COLOR) DSC— (CAULK2& POP RIVET SPLICES 1' G.G.) ��s,4G' GIRT (ALTERNATE CONDITION) 'DSS— (FASTEN TO DSEB W/ (2) POP RIVETS) DS— MASONRY (BY OTHERS) 'FASTEN OSS— TO MASONRY (BY OTHERS) E PARTIAL MASONRY WALL OFF SET EGS 48' O.C. (FASTEN W/ (2) TYPE 1 OR 3 SCREWS) BOTTO M CLOSURE W/ ROOF PANEL (FASTEN W/ TYPE 1 BOTTOM OR 2 SCREWS 6' O.C. 0 PURUN TOP AND BOTTOM MASTIC & 12' O.C. 0 EAVE STRUT & EG— W/ TYPE 1 OR 3 SCREWS INTERIOR PURUNS) 24' O.C. 0 ROOF & POP RIVET- 0 EACH EGS (CAULK AND POP — — — — TRUE EAVE STRUT RIVET SPLICES 1' O.C.) PURUN MEST— (FASTEN FASTEN DSET TO EG_ W/ v TYPE 1 O2 (2) TYPE 1 OR 3 SCREWS SC SCREWS 24' O.. C.) (TRIM COLOR) DSET :1 1 EST— (FASTEN W/ TYPE 1 OR 2 SCREWS 24' O.C. 0 PURUN & TYPE 1 OR 3 SCREWS 12' O.C. 0 SOFFIT PANEL (TRIM COLOR) DSEB DSC— (CAULK & POP RIVET SPLICES 1' O.C.) -- 'DSS— (FASTEN TO DSEB W/ (2) POP RIVETS) DS—MASONRY (BY OTHERS) 'FASTEN DSS_ TO MASONRY (BY OTHERS) F FULL MASONRY WALL (OFF SET) REVISIONS DRAWN DATE STANDARDS AUTOOAD BY FILE NAME BY DATE JAL 4/03/0o SIDEWALL ROOF SED1NC 0 30 00 lop CHECKED DATE EXTENSION W/O SOFFIT JAL 4/06/00 13-4C EGS 48' O.C. (FASTEN W/ BOTTOM CLOSURE W/ (2) TYPE 1 OR 3 SCREWS) MASTIC TOP AND BOTTOM ROOF PANEL (FASTEN W/ TYPE 1 OR 2 SCREWS 6' O.C. ® PURUN & 12' O.C. 0 EAVE STRUT & EG_ W/ TYPE 1 OR 3 SCREWS 211//2(' INTERIOR PURLINS) 24' O.C. ® ROOF & POP RNET 0 EACH EGS (CAULK AND POP - - - - - - - - - - TRUE EAVE STRUT RIVET SPLICES 1' O.C.) PURUN MEST_ (FASTEN FASTEN DSET TO EG_ W/ W TYPE 1 OR 2 (2) TYPE 1 OR 3 SCREWS SCREWS 24- O.C.) (TRIM COLOR) DSET EST_ (FASTEN W/ TYPE 1 OR 2 SCREWS 24' O.C. 0 PURUN & TYPE 1 OR 3 SCREWS 12' O.C. ® SOFFIT PANEL (TRIM COLOR) DSEB DSC_ (CAULK & POP RIVET SPLICES, I* D.C.)' 'DSS_ (FASTEN TO DSEB W/ (2) POP RIVETS) DS_ MASONRY (BY OTHERS) 'FASTEN DSS_ TO MASONRY (BY OTHERS) G FULL MASONRY WALL FLUSH ROOF PANEL (FASTEN W/-TYPE 1 OR 2 SCREWS EGS 48' O.C. 6' O.C. 0 PURLIN & 12' O.C. EAVESTRUT 21 ROOF PANEL (FASTEN W/ TYPE 1 OR 2 W/(2) TYPE 1 & INTERIOR PURUNS) SCREWS 6' O.C. OR 3 SCREWS I PURUN & 12' O.C. EG_ W/ - - 2 1 /2 ® EAVE STRUT & - TYPE 1 OR 3 - , INTERIOR PURUNS) SCREWS 24' O.C. 0 ROOF _ PANEL & POP _ _ - - - - - RNET 0 EACH EGS (CAULK & POP j2NET PURUN SPLICES 1' D.C.) FASTEN DSC PURUN TO EG_ W/ TYPE 1 OR 3 3 SCREWS ET_ W/tYPE 1 OR 3 SCREWS 12' O.C. DSC OSD_ EST_ W/TYPE 1 OR 2 SCREWS (CAULK AND POP SCREWS 24' O.C. 0 PURUN & RNET TO DSC_ TYPE i OR 3 SCREWS 12' O.C. 1' O.C.) 0 SOFFIT PANELS (TRIM COLOR) H I OPTIONAL EAVE W/ KICKOUT ONLYII OPTIONAL EAVE W/ EAVE TRIM REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE NAME - BY DATE JAL 4/03/00 SIDEWALL ROOF SED134D Di CHECKED DATE PAGE NO. BY EXTENSION W/0 SOFFIT 13-4D JAL 4/os/oo RT_ W/ TYPE 1 OR 3 RT_ W/TYPE 1 OR 3 ROOF PANEL' SCREWS G12' O.C. 0 ROOFFPPANEL (FASTEN 1 02E SCREWSjcq� (FASTEN W/ TYPE 2 SCREWS 1E O.C.) EACH L1 OR 2 SCREWS 12' D.C.) MASTIC ROOF MASTIC PURLIN; O e e� O 10 �� Ol EXTENSION O 6' eI BFOAOF ---- RKT_ T, - — W/ TYPLL I/T 2 SCREWS 12" I - t , {T 7 L1 W D.C. 0 LEG) S 0 ROOF O, 5 1 /4" PSCCRE EGT_ W/ ME 1 OR- 2 SCREWS 12' O.C. 0 ROOF EXTENSION EACH LEG (TRIM COLOR) BEAMS J I SECT. THRU RAKE W/O EXT. BEAMS K SECT. THRU RAKE W EXT. BEAMS RT_ W/ ME 1 OR 3 SCREWS 12' O.C. 0 ROOF PANEL (FASTEN EACH LEG TYPE 1 OR 2 2 SCREWS 12' O.C.) MASTIC O ZROOF PURUN ------------ RKT_ (FASTEN 2" w/ME 1 OR 2 SCREWS 12' O.C. 0 EACH LEG) £ (TRIM COLOR) L M REVISIONS DRAWN DATE STANDARDS BY FILE NAME BY DATE JAL 4/03/00 SI©EWALL ROOF SED134E DJH , ,� D, CHECKED DATE PAGE NO. BY EXTENSION W/O SOFFIT 13-4E JAL 4/05/00 RT- W/TYPE 1 ROOF PANEL RT- WITYPE 1 OR 3 OR 3 SCREWS (FASTEN W/ TYPE 1 SCREWS 12' O.C. 12' O.C. 0 OR 2 SCREWS 12' O.C.) 0 EACH LEG EACH LEG MASRC MASTIC ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 0 12' O.C.) PURLIN I TOP CLOSURE - - - - I W/TYPE 2 OR 2 � SCREWS 0 WALL PANEL I EACH PURUN (FASTEN TO STRUCTURE W/ I OR TOP CLOSURE I - - - - - PURLIN REEWS 12?O.C.) j 'Z' GIRT WALL PANEL TA W/TYPE 1 OR 2 (FASTEN TO STRUCTUII TYPE I OR 2VSCREWS 0 EACH PCT- _ - _ J / PURLIN (PANEL COLOR) �'C' GIRT SCREWS 12' O.C.) (ALTERNATE CONDITION) A PANELED WALL B PARTIAL OPEN WALL RT- W/TYPE 1 OR ROOF PANEL RT_ W/IYPE 1 OR 3 ROOF PANEL 3 SCREWS 12' O.C. (FASTEN W/ TYPE SCREWS 12' O.C. 0 (FASTEN TYPE ®EACH LEG 1 OR 2 SCREWS SC EACH LEG 1 OR 2 SCREWS 12' O.C.) 12' O.C.) MASTIC r-n MASTIC PURLIN TA W/TYPE 1 OR 2 SCREWS 0 TOP CLOSURE - _.- EACH PURUN WALL PANEL I �,* FASTEN TO 'Z" GIRT PURLIN STRUCTURE W/ I TYPE 1 OR 2 SCREWS 12' O.C.) ET_ W/TYPE - - - - - - 1 OR 2 SCREW 0 EACH LEG PBT_ 0 PURUN (PANEL COLOR) 'C' GIRT (TRIM COLOR) (ALTERNATE (BY OARS) CONDITION) C OPEN WALL D PARTIAL (OFF SET) MASONRY WALL �y REVISIONS DRAWN DATE STANDARDS AUTOCAD BY DATE ILE NAME JAL 5/5/00 SED135A GHEByED DATE ENDWALL SECTIONS PAGE NO. JAL 5/9/00 13-5A RT_ W/TYPE 1 OR 3 SCREWS 12' O.C. ROOF PANEL (FASTEN W/ TYPE �E 1 ROOF PANEL 0 EACH LEG 1 OR 2 SCREWS OR 3 SCREWS ( FASTEN W/ TYPE 12' O.C.) 12' O.C. 0 1 OR 2 SCREWS MASTIC EACH LEG 12' O.C.) MASTIC PURUN -1 TA W/TYPE 1 OR 2 SCREWS 0 TOP CLOSURE I EACH PURUN I — — — — PURUN WALL PANEL TO I 7 �� I MEST—(FASTEN TYPE 1 OR 2 TYPE 1 R — STRUCTURE W/. TYPE 1 OR 2 = M SCREWS 0 EACH SCREWS 12' DC.) I d PURUN GRIM COLOR) - ( TR COLOR) MASONRY 'C' GIRT (ALTERNATE MASONRY (BY OTHERS) (BY OTHERS) CONDITION) E PARTIAL OFF SET MASONRY WALL F FULL OFF SET OPEN WALL RT_ W/TYPE 1 ROOF PANEL RT_ W/TYPE 1 OR 3 ROOF PANEL (FASTEN W/ OR 3 SCREWS (FASTEN W/ TYPE SCREWS 12 O.C. 0 TYPE 1 OR 2 SCREWS 12' O.C. 0 1 OR 2 SCREWS EACH LEG 12' O.C.) EACH LEG 12' O.C.) MpSnC MASTIC I I PURUN TOP CLOSURE I — — TA W/TYPE 1 OR PURUN WALL pANEl ( 2 SCREWS 0 EACH PURUN (FASTEN TO I ( — — RE W/ I d — — — TYPE 1 I 7' GIRT MEST_ W/ SCREWS 1�2?O.C.) _ TYPE 1 OR 2 PANEL TO MASONRY SCREWS 0 EACH FLASHING PURUN (PANEL COLOR) (TRIM COLOR) � �'C' GIRT (ALTERNATE CONDITION) MASONRY (BY OTHERS) BRICK (BY OTHERS) G FULL (FLUSH) MASONRY WALL H PARTIAL (OFF SET) MASONRY WALL REVISIONS DRAWN DATE STANDARDS AUfOCAD 8Y FILE NAME: BY DATE JAL 5/8/00 ENDVVALL SECTIONS SED135B CHECKED DATE PAGE NO. BY (CON'T.) 13-5B JAL 5/10/00 ROOF PANEL ATTACHMENT ROOF -PANEL TO MASONRY BY OTHERS (FASTEN W/ RT- W/lYPE 1 RTW- W/TYPE I TYPE I OR 2 OR 3 SCREWS 12* D.C. ROOF PANEL (Fom W/� OR 3 SCREWS MASTIC MASTIC SCREWS 12' TYPE 1 01 2 SCREWS 12" D.C. 0 O.C.) 12* O.C.) J, WALL PANEL MASTIC TYPE I OR 2 SCREWS 12* O.C. 0 TA ATTACHMENT OF RT- TO TOP CLOSURE - OTHERS - - - - -- pURLIN, -WALL, PANEL ---- --- (FASTEN TO PURLIN STRUCTURE RY BY OTHERS) TYPE I OR 2 SCREINS 12- O.C.) TA W/TYPE I OR 2 SCREWS 0 EACH PURLIN ITMASONRY WALL (FLUSH W/ STEEL LINE) J PANELED WALL AT WING UNIT ROOF PANEL Rf- W/TYPE I OR 3 -0 ROOF PANEL (FOB W/ SCREWS 120 0 O.C. O'C' W E (FASTEN W/TYPE I OR 2 OR RTW W/TYPE I TYPE I OR 2 G EACH LEG S 1 0 SCREWS 12* O.C.) C OR TSCREWS SCREWS1'� MASTIC SCREWS 12* MASTIC 120 O.C. 0 O.C.) EACH LEG MASTIC F NS ROOF EXTENSION E BEAMS S Er- W/TYPE I OR 2 SCREWS - - - - - - - OEhCH LEG SOFFIT PANEL 0 PURUNS (FASTEN W/RW /lYPE (TRIM COLOR) OTL- W/TYPE I OR 3 m , . 1 OR 2 SCREWS SCREWS 12* O.C. 12* O.C.) (TRIM COLOR) K OPEN WALL AT WING .UNIT L I SECTION' AT SIDEWALL ROOF EXTENSION REVISIONS DRAWN DATE SWARDS AUPOCAD BY FILE NAME: BY DATE JAL 5/8/00 ENDWALL SECTIONS SED13K CHECKED DATE PAGE NO. By JAL 5/10/00 (CONYT.) •13-5C RT_ W/TYPE 1 OR 3 SCREWS ROOF PANELS (FASTEN W/TYPE 1 OR 2 SCREWS 12' O.C.) 12' O.C. ® EACH LEG MASTIC PURUN SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 SCRUMS 12" O.C. ® EACH PURUN) OT_ W/TYPE 1 OR 2 SCREWS ® PURUNS --------------- & TYPE 1 OR 3 SCREWS 12" O.C. SOFFIT PANELS (TRIM COLOR) TA FASTEN ( W/TYPE 1 OR 2 SCREWS ® EACH PURUN TTI:_ W/LYK I.OR 3 SCREWS 12' O.C. ® EACH LEG (SOFFIT CO(bR) i TOP CLOSURE I WALL PANEL (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12' D.C.)' I I A PANELED WALL RT_ W/TYPE 1 OR 3 SCREWS ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 12" O.C.) 12" O.C. ® EACH LEG MASTIC PURUN SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 1 OR 2 SCRUMS TA W/HPE PURUN ®EACH SCREWS 12" O.C. ®EACH PURUN) — — — — — — — — — OT_ W/IYPE'1 OR 2 SCREWS ®PURUNS:& TOR CLOSURE TYPE 1 OR 3. SCREWS 12' O.C. ® SOFFFF PANELS (TRIM,COLOR) I 'Z' GNRT TIE— W/TYPE i OR 3 SCREWS 12" O.C. ® EACH LEG (SOFFIT COLOR) I M WALL PANEL (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12' O.C.) PHF_ (PANEL COLOR) 'C" GIRT (ALTERNATE CONDITION) MASONRY (BY OTHERS) B PARTIAL MASONRY WALL (OFF SET) REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE NAME By �TE JAL 5/11/00 ENDWALL ROOF SD1w CHEF ED DATE PAGE NO. EXTENSION W/ SOFFIT JAL 5�15�N>0 13-6A RT_ W/TYPE 1 OR 3 SCREWS 12' O.C. 0 EACH LEG ROOF PANEL (FASTEN W/TYPE I OR 2 SCREWS.120 O.C.) MASTIC PURUN SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 TA W/TYPE 1 OR 2 SCREWS SCREWS 12' O.C. 0 EACH PURLIN) — — — — — — — — — — 0 EACH PURUN OT W/TYPE 1 OR 2 SCREWS 0 PURLINS k TOP CLOSURE TYPE 1 OR 3 SCREWS 12'>"61C. 0 SOFFIT PANELS (TRIM COLOR) GIRf TTE— W/TYPE 1 OR 3 SCREWS. 12' O.C. 0 EACH LEG (SOFFIT COLOR)- I M WALL PANEL (FASTEN TO STRUCTUWW%/DPE ,i , OR,. 2 SCREWS_F12M: 0.0.) PCT_ (PANEL COLOR) 'C' GIRT (ALTERNATE MASONRY (BY OTHERS) CONDITION) C PARTIAL MASONRY WALL FLUSH RT_ W/TYPE 1 OR 3 SCREWS ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 12' O.C.) 12' O.C. 0 EACH LEG MASTIC PURUN SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 TA W/TYPE 1 OR 2 SCREWS SCREWS 12' O.C. 0 EACH PURUN) — — — — — — — — — — — 0 EACH PURUN OT_ W/IYPE 1 OR 2 SCREWS 0 PURLINS. Ac.. TOP .CLOSURE TYPE 1 OR 3 SCREWS 12' D.C. ®'SOFFIT PANELS (TRIM COLOR) TIE— W/TYPE 1 OR 3 SCREWS 12' O.C. 0 EACH LEG (SOFFIT COLOR) 1 •- I 'Z' GIRT` M WALL PANEL (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12' O.C.) _ _ J PANEL TO MASONRY FLASHING (PANEL COLOR) L'C' GIRT (ALTERNATE MASONRY (BY OTHERS) CONDITION) 0 PARTIAL I MASONRY WALL (OFF SET) REVISIONS DRAWN DATE STANDARDS AUMCQ FILE NWE BY DATE JAL 5/11/00 ENDIVALL ROOF SED13M CHECKED DATE PACE N0. EXT. W/ SOFFIT (CON'T.) JAL 5/15/00 13-6B F:w RT_ W/TYPE 1 OR 3 SCREWS 12" O.C. 0 EACH LEG ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 12" O.C.) MASTIC PURLIN SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 12" O.C. 0 EACH PURLIN) ---------- OT_ W/TYPE 1 OR 2 SCREWS 0 PURLINS & TYPE 1 OR 3 SCREWS 12" O.C. 0 SOFFIT PANELS (TRIM COLOR) . MASONRY (BY OTHERS) 'TTE_ W/"E 1.OR 3 SCREWS 12" O.C. 0 SOFFIT PANEL (SOFFIT COLOR) *NOTE: ATTACHMENT OF TTE_ TO MASONRY BY OTHERS E I FULL MASONRY WALL FLUSH EGS 48" O.C. W/(2) TYPE 1 OR 3 SCREWS BOTTOM CLOSURE W/MASTIC TOP & BOTTOM ROOF PANEL (FASTEN W/TYPE 1 OR EG_ W/TYPE 1 OR 3 SCREWS 24" O.C. 2 SCREWS 6" O.C. 0 TRUE EAVE STRUT) 0 ROOF & POP RIM 0 EACH EGS (CAULK & POP RIVET SPLICES 1" O.C.) - - - TRUE EAVE STRUT FASTEN DS401 TO EG_ W/(2) TYPE 1 OR 3 SCREWS DS401_ ----- EGT_ W/TYPE 1 OR 2 SCREWS 12" O.C. 0 TRUE EAVE STRUT & TYPE 1 OR 3 SCREWS 12" O.C. 0 SOFFIT PANEL) SOFFIT PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 12" O.C.) (TRIM COLOR) DSD- (POP RIVET TO DS401_ 1' O.C.) - o F OPTIONAL EAVE W/ KICKOUT ONLY REVISIONS DRAWN JAL DATE 5/11/00 STANDARDS FILE NMAE SMIMC DATE ENQWALL ROOF CHECKED JAL DATE 5/15/00 PAGE NO. 13_6C EXT. W/GUTTER (CON'T.) NW�VNv.iY BOTTOM CLOSURE W/MASTIC TOP k BOTTOM ROOF PANEL (FASTEN W/TYPE 1 OR 2 4„ SCREWS 6' O.C. ® TRUE EAVE STRUT) SWT_ FASTEN W/POP RNETS 12' O.C. ® EGT- . TRUE EAVE STRUT EGT- W/TYPE 1 OFQEkREWS ---J -- -- :12' O.C. ® TRUE EAVE`STRUT & TYPE 1 OR 3 SCREWS 12' O.C. SOFFIT PANEL SOFFIT PANEL (FASTEN W/ TYPE (TRIM COLOR) 1 OR 2 SCREWS 12' O.C.) G OPTIONAL EAVE W EAVE TRIM PURUNS TOP CLOSURE SOFFIT PANEL (FASTEN W/ TYPE 1 OR 2 SCREWS 12'.D.C. ® EACH PURLIN SR_ (FASTEN TO SOFFIT PANEL W/TYPE 1 OR 3 SCREWS 12' O.C. ® EACH LEG) (SOFFIT COLOR) H SECTION AT SOFFIT ROLL I REVISIONS DRAWN DATE STANDARDS FILE NAME- BY, DATE JAL 5/11/00 ENQWALL ROOF SED136D CHEM BAIT PXE NO. EXT. W/GUTTER (CON'T.) JAL 5/15/DO 13-6D RT_ W/TYPE I OR 3 SCREWS" 12' O.C. 0 EACH LEG ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'—O' O.C.) MASTIC I -- I PURUN I I ------------ ET_ W/TYPE 1 OR 2 SCREWS 0 — — EACH PURUN (TRIM COLOR) TA (FASTEN W/TYPE 1 OR 2 SCREWS 0 PTFW/TYPE.1 OR 2 SCREWS 0 PURLINS & POP I EACH PURUN) RTVET'i' O.C.: Q PT_ (PANEL COLOR) TOP CLOSURE PT_ W/TYPE,i OR 3 SCREWS..12' O.C. (PANEL COLOR) WALL PANEL (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12' O.C.) A PANELED WALL RT_ W/TYPE 1 OR 3 SCREWS 12' O.C. 0 EACH LEG ROOF PANEL (FASTEN W/IYPE 1 OR 2 SCREWS i'-0' O.C.) MASTIC I I PURUN I ET_ aN" E 1 OR 2 SCREWS 0 EACH PN (TRIM COLOR) TA (FASTEN W/TYPE 1 OR 2 SCREWS .0 EACH PURUN) PTF_31M/TYPE i OR 2 SCREWS 0 PURUNS & POP, TOP g9SURE RIVET *" O.C. 0 PT_ (PANEL COLOR) PT_ W/TYPE 1 OR 3 SCREWS 12' O.C. (PANEL COLOR) I OZ GIRT WALL PANEL (FASTEN TO STRUCTURE I M W/TYPE i OR 2 SCREWS 12' O.C.) PBT_ (PANEL COLOR) 'C' GIRT MASONRY (BY OTHERS) (ALTERNATE CONDITION) B PARTIAL MASONRY WALL (OFF SET) REVISIONS DRAWN BY JAL DATE 5/16/00 STANDARDS AUMM FILE NAME SED117A BY DATE ENDWALL ROOF CHECKED JAL DATE 5/17/00 PAGE N0. 13-7A EXTENSION W/0 SOFFIT RT_ W/TYPE 1 OR 3 SCREWS ROOF PANEL (FASTEN W/TYPE 1 OT7 2 12' O.C. 0 EACH LEG SCREWS 1'-0- O.C.) MASTIC I I I I I PURLIN I I ET_ W/TYPE 1 OR 2 SCREWS 0 TA (FASTEN W/TYPE 1 OR 2 EACH PURLIN (TRIM COLOR) SCREWS 0 EACH PURLIN) PTF_ W/TYPE 1 OR 2 SCREWS 0 PURLINS & POP TOP CLOSURE RNET 1' O.C. 0 PT_ (PANEL COLOR) I PT_ W/TYPE 1 OR 3 SCREWS 12" O.C. (PANEL COLOR) I WALL PANEL (FASTEN TO STRUCTURE, I "' W/TYPE 1 OR 2 SCREWS 12' O.C.) PCT_ (PANEL COLOR) (PANEL COLOR) "C' GIRT (ALTERNATE CONDITION) MASONRY (BY OTHERS) C PARTIAL MASONRY WALL FLUSH RT_ WMPE 1 OR 3 SCREWS 12" O.C. 0 EACH LEG ROOF PANEL (FASTEN W/TYPE 1 OR 2 MASTIC. SCREWS 1'-0" O.C.) I I I I I I PURLN ET_ W/TYPE 1 OR 2 SCREWS 0 EACH LEG (TRIM COLOR) PTF_ W/TYPE 1 OR 2 SCREWS O:PURLINS & POP ,_. 7A•,(FASTEN.W/TYPE 1 OR 2 SCREWSrO;EACH;PURLIN :, :r-'OE RIVET 1' O.C. 0 PT_ (PANEL COLOR) PT_ W/TYPE 1 OR 3 SCREWS 12' O.C. (PANU: COLOR) 1 - Top,OSURE WALL PANEL (FASTEN TO STRUCTURE I d- W/IYPE 1 OR 2 SCREWS 12' O.C.) 'Z' GIRT M PANEL TO MASONRY FLASHING (PANEL COLOR) — J BRICK (BY OTHERS) (Wbi ATE CONDITION) D PARTIAL MASONRY WALL (OFF SET) RENSIONS DRAWN DATE STANDARDS µffow BY FILE NAME. BY DATE JAL 5/16/00 ENDWALL ROOF SED137B CHECKED DATE PAGE NO EXT. W/O SOFFIT (CON'T.) JAL 5/t7/� 13-76 S,. RT_ W/TYPE 1 OR 3 SCREWS 12" O.C. 0 EACH LEG ROOF PANEL (FASTEN W/TYPE 1 OR 2 SCREWS i'-0" O.C.) MASTIC ----------------------- w. PURUN ET_ W/TYPE ] OR 2 SCREWS 0 EACH PURUN MASONRY (BY OTHERS) E FULL MASONRY WALL FLUSH EGS 48" O.C. W/(2) TYPE 1 OR 3 SCREWS » BOTTOM CLOSURE W/MASTIC TOP & BOTTOM 0 ROOF & POP RIVET 0 EACH EGS(CAULK &POP RNET SPLICES 1" O:C.) EG_ W/TYPE 1 OR 3 SCREWS 24" O.C.rTRUE ROOFPANEL 2 SCREWS 6 (C.O D.C. 0 TRUE EAVESTRUT) AVE STRUT. FASTEN DS401 TO EG_ W/(2) TYPE 1 OR 3 SCREWS DS401_ EGT_ W/TYPE 1 OR 2 SCREWS 12" O.C. 0 EACH LEG (TRIM COLOR) DSD_ (POP RIVET TO DS401- 1" O.C.) - o F OPTIONAL EAVE W/ KICK OUT ONLY REVISIONS DRAWN JAL DATE 5/15/00 STANDARDS FlAUTt LE NAMF-* SED137C BY DATE ENDWALL ROOF EXT. W/O SOFFIT (CON'T.) CHECKED By JAL DATE 5/17/00 PAGE NO. 13_7C BOTTOM CLOSURE W/MASTIC TOP & BOTTOM ROOF PANEL (FASTEN W/TYPE 1 OR 2 4 >> SCREWS 6' O.C. ® TRUE EAVE STRUT) SWi_ FASTEN W/POP RIVETS 12" O.C. ® EGT - TRUE EAVE STRUT. EGT_ W/TYPE 1 OR 2 SCREWS 12' O.C. ® EACH LEG (TRIM COLOR) O OPTIONAL EAVE W1 EAVE TRIM O H REVISIONS DRAWN BY JAL DATE 5/15/00 STANDARDS AUTOCAD ALE NAME: - SED137D BY DATE E�IDWALL ROOF EXT. W/O SOFFIT (CON'T.) CHECKED BY JAL DATE 5/1�/0o PAGE NO. 13-7D FEE SW PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'—O" O.C.) ICT_ TRIM (FASTEN TO PANEL W/TYPE 1 OR 3 SCREWS i'-0" O.C. EACH LEG) (PANEL COLOR) SW PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'1=Ek'mC.) OCT_ TRIM (FASTEN TO PANEL W/TYPE 1 OR 3 SCREWS 1'-0" O.C. ® EACH LEG) A PANELED OUTSIDE CORNER B PANELED INSIDE CORNER GIRT MASONRY (BY OTHERS) MASONRY (BY OTHERS) COLUMN GIRT 1 IO O I -------- LO O SW PANEL (FASTEN W./,TYPE>, — — — — — — — 1 OR 2 SCREWS SW PANEL 1'-0" O.C.) (FASTEN W/iYPE 1'-2" 1 OR 2 SCREWS TTE_ TRIM (FASTEN TO 1'-0" O.C.) PANEL W/TYPE 1 OR 3 SCREWS 1'—O" O.C.) SCT_ TRIM (FASTEN W/TYPE (PANEL COLOR) 1 OR 2 SCREWS ® EACH (FASTENERS TO MASONRY BY OTHERS) SUPPORT) (PANEL, COLOR) C PANEL TO MASONRY INSIDE CORNER D FLUSH FRAME W/MASONRY ENDWALL REVISIONS DRAWN DATE STANDARDS AUVA BY FlLE NAIAE: BY DATE JAL 1/22/00 CORNER SECTIONS SED13M CHECKED DATE PAGE NO. 13-8A (SW PANEL) JAL 5/25/00 SCT_ TRIM (FASTEN W/TYPE 1 COLUMN OR 2 SCREWS O EACH SUPPORT) 1'-2" (PANEL COLOR) GIRT SW PANEL (FASTEN W/TYPE 1 GIRT OR 2 SCREWS 1'-O" O.C.) 7 j0 0� COLUMN I I Iry I LO 0J SW PA MASONRY J 1'-2" J '(BY OTHERS) E I FLUSH FRAME W MASONRY.SIDEWALL F SW PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-O" O.C.) SCT_ TRIM (FASTEN W/TYPE 1 OR 2 SCREWS ® EACH SUPPORT) (PANEL COLOR) FLUSH FRAME W/OPEN ENDWALL MASONRY -y GIRT _ I COLUMN (' OTHERS) I GIRT COLUMN I I I 10 OI I --- - �fi LO--'OJ ++4t- - - - - - - l SW PANEL (FASTEN W/TYPE 1 -} OR 2 SCREWS i'-0" O.C.) SCT_ TRIM (FASTEN W/lYPE 1 OR 2 SCREWS ® EACH SUPPORT), (PANEL COLOR) SCT_ TRIM (FASTEN W/TYPE 1 OR 2 SCREWS ® EACH SUPPORT) (PANEL COLOR) ' 'G FLUSH FRAME W/OPEN SIDEWALL' • - H - BY-PASS!; FRAME -W/MASONRY: ENDWALL,M REVISIONS DRAWN Ey JAL DATE V22/00 STANDARDS AUFOCAD "LE wmE sD'-w PAGE NO. 13-8B 6Y DATE CORNER SECTIONS (CON'T.) (SW PANEL CHECKED BY JAL DALE 5/25/00 I SW PANEL (FASTEN,N4/_IYPE 1 1'-2" COLUMN OR 2 SCREWS 1'-0" O.C.) GIRT I COLUMN I L27 CLIP I I I GIRT Ip pl f VA fhb i 1'-2" J y MASONRY SCT_ TRIM (FASTEN W/ (BY OTHERS) TYPE 1 OR`2 SCREWS SW PANEL (FASTEN SCT_ TRIM (FA STEN..=W/ W/YYPE 1 OR 2 '° TYPE'1 OR 2 SCREWS ® EACH SUPPORT) SCREWS 1'—O" ® EACH SUPPORT) (PANEL COLOR) O.C.) (PANEL COLOR) I BY-PASS FRAME W MASONRY SIDEWALL J ' BY-PASS FRAME W OPEN ENDWALL SW PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0" O.C.) COLUMN 1'-2" GIRT I �O L27 CLIP I a \ — 7h «>. ----- I SCT_ TRIM (FASTEN W/TYPE 1 OR 2 SCREWS ® EACH SUPPORT) (PANEL COLOR) K BY-PASS FRAME W/OPEN SIDEWALL L REVISIONS DRAWN DATE STANDARDS AUMM ME WE oy TE JAL 5/22/00 CORNER SECTIONS mimc (NECKED DATE PAGE W. 13-8C (CON'T.) (SW PANELS) JAL 5/25/00 "lla.r� SA PANEL ( FASTEN W/TYPE 1 SA ENDWALL.PANEL (FASTEN OR 2 SCREWS 1'-O" O.C.) W/TYPE 1 OR 2 SCREWS 1'-0° O.C.) SA SIDEWALL PANEL (FASTEN W/TYPE 1 OR AOCT_ TRIM 2 SCREWS 1'-O" O.C.) (FASTEN W/ TYPE 1 OR 3 SCREWS z z z z 1'-0" O.C. J START PANEL 0EACH a is 6° FROM U- J a START PANEL v "' STEEL LINE �' . ,....67,. FROM STEEL LINE OMT_ TRIM (OUT OF MODULE TRIM) AOCT_ TRIM (FASTEN TO PANEL LEG I (FIELD CUT F REQUIRED), (FASTEN W/TYPE 1 OR 3 SCREWS 1'-0" W/TYPE 1 OR 2 SCREWS 0 EACH O.C. 0 EACH LEG) SUPPORT) (PANEL COLOR) M PANELED OUTSIDE CORNER N OUT OF MODULE TRIM APPLICATION START PANEL GIRT MASONRY 6" FROM (BY OTHERS) STEEL LINE N rim r-� AICT_ TRIM (FASTEN v mm W/TYPE 1 OR 3 �? r --------- SCREWS 1'-O" 0 EACH LEG) (PANEL COLOR) SA PANEL SA PANEL (FASTEN W/ (FASTEN W/ TYPE 1 OR 2 SCREWS 1'-0" O.C) TYPE 1 OR 2 SCREWS TTE— TRIM (FASTEN TO PANEL 1'-00 O.C.) W/TYPE 1 OR 3 SCREWS 1'-0" O.C.) (PANEL COLOR) (FASTENERS TO MASONRY BY OTHERS) - 0 PANELED INSIDE CORNER P 1, PANEL TO MASONRY INSIDE CORNER REVISIONS DRAWN BY DATE STANDARDS AUrOCPD BY DATE FILE NAME: - JAL 5/22/00 CORNER SECTIONS SED138D CHECKED DATE PAGE NO. 13=8D (CON'T.) (SA PANELS) JAL 5/25/00 SCT_ TRIM (FASTEN W/TYPE 1 OR 2 SCREWS GIRT MASONRY a ® EACH SUPPORT) (PANEL COLOR) (BY OTHERS) SA PANEL (FASTEN W/TYPE 1 OR 2 COLUMN SCREWS 1'-0 O.C.) GIRT COLUMN 101 0 I I f I �o O I SA PANEL ; , -1,.SCT— TRIM (FASTEN (FASTEN W/TYPE 1 OR 2 TYPE 1 OR SCREWS ® EACH L 1'-2" LMASONRY 2 SCREWS SUPPORT) 1'-0" O.C.) (PANEL COLOR) (BY OTHERS) Q I FLUSH FRAME W MASONRY ENDWALL R FLUSH FRAME W MASONRY SIDEWALL GIRT COLUMN 1'-2" SA PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0 O.C.) GIRT 0 0 i COLUMN I �o I o� R° _J _ OII _ START PANEL — N' N OI� 6" FROM POP RIVET GENE W/ STEEL LINE 1 —2" TYPE 1 OR ASCT_ TRIM (FASTEN TO 2 SCREWS PANEL W/TYPE 1 OR 3 ASCT_ TRIM (FASTEN TO PANEL W/ 1'-0" O.C.) SCREWS 1'—O" O.C. & POP TYPE 1 OR 3 SCREWS 1'-0" O.C. & RIVET ® EACH SUPPORT) POP RIVET ® EACH SUPPORT) (PANEL COLOR) (PANEL COLOR) S FLUSH FRAME W/OPEN ENDWALL T FLUSH'FRAME W/OPEN SIDE WALL, REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE MAE. BY DATE JAL 5/22/00 CORNER SECTIONS SED"E CHECKED DATE PAGE NO. 13-8E (CON'T.) (SA PANELS) JAL 5/25/00 V-2w SCT_ TRIM (FASTEN W/TYPE MASONRY (BY OTHERS) 1 OR 2 SCREWS ® EACH COLUMN SUPPORT) (PANEL COLOR) SA PANEL (FASTEN W/TYPE 1 COLUMN OR 2 SCREWS 1'-O" O.C.) GIRT GIRT 10 OI 10 01 I I- ----------- Y� 4 - 1 I. SA PANEL (FASTEN S(G'T_ TRIM W/TYPE 1 OR 2 W/TYPE 1 OR 2 SCREWS 1'-O" O.C.) SSCREWS UPPORT) EACH (PANEL COLOR) I L■ 1 _2w MASONRY (BY OTHERS) U I BY-PASS FRAME W MASONRY ENDWALL V FLUSH FRAME W MASONRY SIDEWALL 1 -2" COLUMN SA PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0" O.C.) COLUMN GIRT START PANEL 6" FROM STEEL LINE LIP I I ;L=27 1 w W O IIE -- LorV�PU —�N---------- v> 1'-2" on 10 01 4O IPOP RNET ---- 'T�� SA PANEL ASCT_ TRIM (FASTEN (FASTEN W/TYPE TO PANEL W/TYPE i OR 3 1 OR 2 SCREWS SCREWS ® POP RNET 0 V-0" O.C.) EACH SUPPORT) (PANEL COLOR) ASCT_ TRIM (FASTEN TO PANEL W/TYPE 1 OR 3 SCREWS ® POP RIVET EACH SUPPORT) (PANEL COLOR) W BY—PASS :FRAME-W/OPEN ENDWALL ,. X. BY—PASSL FRAME W/OPEN SIDEWALL. REVISIONS DRAWN ITY JAL DATE` 5/22/00 STANDARDS AUMM FU WE SM138F BY DATE CORNER SECTIONS (CON 'T.) (SA. PANELS) CHECKED fff JAL DATE 5/25/00 PACE NO. 13-8F 1.. MASTS ROOF PANEL (FASTEN w/ TYPE 1 OR 2 WALL PANEL FASTEN W/TYPE ( /n RT- TRIM (FASTEN W/ SCREWS i'-0' O.C.) 1 OR 2 SCREWS 1'-0" O.C.) TYPE 1 OR 3 SCREWS 1'-O' O.C. 0 EACH LEG) I BOTTOM CLOSURE TA (FASTEN W/IYPE I TTE_ (FASTEN TO ROOF PANEL 1 OR 2 SCREWS 0 EACH SUPPORT) I W/TYPER 3 SCREWS I O.C.) F COLOR) TOP CLOSURE WALL PANEL (FASTEN W/TYPE I TA (FASTEN W/TYPE 1 OR 2 1 OR 2 SCREWS 1'-0' O.C.) I 2 SCREWS 0 EACH SUPPORT) PURUN TTE_ (FASTEN TO ROOF I BOTTOM CLOSURE MASTIC PANEL W/TYPE 1 OR 3 SCREWS 1'-O' D.C.) ROOF PANEL (ROOF COLOR) I (FASTEN W/TYPE TA MASTIC I 1 OR 2 SCREWS TYPE 1 OR. I 1'-0- O.C.) 2 SCREWS r'� t'-D' O.C. I TYPE 1 OR 2 ROOF PANEL - - - - - - - SCREWS 1'-O' I OR 2� I W/IYSCREWS 1'-0' O.C.) I TA (FASTEN W/TYPE O.C. PURUN - - - _ - - 1 OR 2 SCREWS 0 EACH SUPPORT) NOTE: WALL PANELS MUST BE FIELD CUT A DOUBLE SLOPE AT PANELED ENDWALL B DOUBLE SLOPE AT PANELED SIDEWALL TT- (FASTEN TO ROOF RT - (FASTEN W/ MASTIC PANEL W/TYPE 1 OR 3 TYPE 1 OR 3 SCREWS SCREWS 1'-0' O.C.) V-0' O.C. 0 EACH LEG) (ROOF COLOR) TA (FASTEN W/TYPE 5 - RT- (FASTEN W/TYPE 1 OR 2 SCREWS 0 EACH SUPPORT) I • 2 1 OR 3 SCREWS 1'-O' ; . O.C. 0 EACH LEG) TOP CLOSURE Y - + WALL PANEL (FASTEN W/TYPE- 1 OR 2 SCREWS 1'-O' O.C.) I ROOF PANEL BOTTOM BOTTOM CLOSURE I (FASTEN W/TYPE CLOSURE 1 OR 2 SCREWS �� (FASTEN TO ROOF I 1'-0' O.C.) PANEL W/TYPE 1 OR 3 PURUN TOP CLOSURE SCREWS 1'-O' O.C.) (ROOF COLOR) W/MASTIC TOP RTE (POP TA (FASTEN W/TYPE & BOTTOM RNET 1' O.C.) 1 OR 2 SCREWS 0 ROOF PANEL (FASTEN 0 EACH SUPPORT) ROOF PANEL W/TYPE 1 OR 2 TTE_ TRIM (FASTEN TO SCREWS V-0' O.C.) PURUN ROOF PANEL W/TYPE 1 OR 3 SCREWS 1'-O' O.C.) (ROOF COLOR) - - - - - C PEAK TRANSITION D DOUBLE SLOPE AT GABLED WALL REVISIONS DRAWN DATE STANDARDS AUTOCAD BY FILE NAME: BY DATE JAL 5/29/00 BUILDINGS WITH SED139A CHECKED DATE PAGE NO. BY ROOF TRANSITIONS JAL 5/31/00 13-9A vo"r,.� WALL PANEL 'FASTEN W/ CONTINUOUS BEAD - OF CAULKING ' TYPE 1 OR 2 SCREWS I --o- O.C.) MT— (INSERT IN 1/8- X I- SAW CUT) (POP BOTTOM CLOSURE RIVET 1'-0-OC.). (ROOF COLOR) TTE— (FASTEN TO ROOF '— POP RIVET ANE PANEL W/TYPE I OR 3 L W 'if� (FASTEN TO ROOF S SCREWS SCREWS l'-O* D.C.) WS (ROOF (ROOF COLOR) PANE I OR 3 WM --0 SCREWS REWS D.C.) (ROOF COLOR) ROOF PANEL TA (FASTEN W/ [Lj (FASTEN W/ TYPE 1 OR 2 TYPE I OR SCREWS 0 2 SCREWS, ROOF PANEL (FASTEN W/ EACH SUPPORT) V-00 O.C.) TYPE I OR SCREWS PURLIN D.C.) MASTIC — — — — — — — MASTIC - — — — — — — — PURUN MASONRY(BY OTHERS) .E DOUBLE. SLOPE. AT OPEN, SIDEWALL F DOUBLE SLOPE AT MASONRY WALL A0 G REVISIONS DRAWN BY DATE t STANDARDS AUMM BY DATE — Fill WE - 'AL '/"/Oo BUILDINGS WITH ROOF sED""' CHECKED DATE PAGE NO. BY TRANSITIONS- (CON'T.). 13-9B JAL 5/31/00 TT (FASTEN TO PANELS W/TYPE i OR 3 SCREWS 1'-0' O.C.® EACH LEG) (PANEL COLOR) EXISTING i ft L NEW PANEL urw WAi i DAMM rvlllll n.,, (FASTEN TO PANELS W/TYPE 1 OR 3 SCREWS 1'-0' O.C. ® EACH LEG) (PANEL COLOR) A I TRANSITION AT ROOF B I TRANSITION AT WALL TA— NEW ROOF PANEL 1 (FASTEN W/ TYPEL3141" PARTITION PANEL 1 OR 2 SCREWS 0'-O' O.C.) (FASTEN W/TYPE 1 OR 2 ® EACH SUPPORT)STING GIRT SCREWS V-O' O.C.) EXISTING ROOF PANEL EXISTING I PT_ (FASTEN TO PANEL FRAME I W/TYPE 1 OR 3 SCREWS 1'-0' O.C.) (PANEL COLOR) I - '41111 1! L95 ri I I '> I I I EXISTING PURUN -I PARTITION PANEL - (FASTEN W/TYPE 1 OR 2 SCREWS O.C.) C ROOF TO TOP CLOSURE PT - TRIM (FASTEN W/TYPE 1 1 OR 3 SCREWS 1'-0' O.C.) (PANEL COLOR) EXISTING BUILDING REVISIONS DRAWN BY mmmmDATE BY JAL CHECKED BY JAL 0 o e l o 0 L95 CUP NEW WALL PANEL (LAP NEW EXISTING k EXISTING WALL PANEL) PANEL (FASTEN W/TYPE 1 OR 3 SCREWS 1'-0' O.C.) 2 1/4' D WALL TO EXISTING (FLUSH) BUILDING DATE STANDARDS AUTOCAD FILE WE: 2/1a/oo SECTIONS AT EXISTING "D""A DATE PACE NO. 2/21/00 BUILDINGS 13- A GIRT — L3 CUP EXISTING FRAME to of ,. O cOt, PARTITION PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0' O.C.) PT_ (FASTEN TO PANEL W/ TYPE 1 OR 3 SCREWS 1'-0" O.C.) (PANEL COLOR) L95 CUP WALL PANEL — (FASTEN TO STRUCTURE W TYPE 1 0 2 SCREWS 12' O.C.) BOTTOM CLOSURE r- —'Z" GIRT 'C' EXISTING PANEL J NEWWALL PANEL:' L (LAP NEW do 2 1/4' EXISTING WALL PANEL) (FASTEN W/ TYPE 1 OR 3 SCREWS 1'-O' O.C.) E I WALL TO EXISTING (BY-PASS) BUILDING F BOTTOM _ CLOSURE 'Z" GIRT L---- 'C' GIRT (ALTERNATE CONDITION) WALL PANEL (FASTEN TO STRUCTURE W/ TYPE 1 OR 2 SCREWS 12' O.C.) EXISTING ROOF PANEL VEE— iFASTEOR E 3 SCREWS 8" OR 1 '-0" 24" O.C. EXISTING ROOF PANEL (CAULK k FASTEN SPLICES W/ TYPE 1 OR 3 SCREWS 1' O.C.) BOTTOM CLOSURE W/ MASTIC TOP do BOTTOM ROOF PANEL L(�7FASTENW/ OR 2 6' AVE 12" 4" L _ MVG— OR VGB— AS REQ'D (ELK & FASTEN SPLICES W/TYPE 1 OR 3 SCREWS i" O.C.) SECTION BETWEEN' NEW BUILDING ORMANSARD BOTTOM CLOSURE W/ MASTIC TOP k BOTTOM 2� EXISTING BUILDING TRUE'EAVE _ f STRUT ROOF PANEL FASTEN W/ TYPE 1 OR 2 SCREWS 6' O.C. SAVE STRUT k 12' O.C. ® PURUNS) VEE— (FASTEN W/ W/TYPE 1 OR 2 8" OR 1 '-O" SCREWS 24' O.C. EXISTING ROOF PANEL) (CAULK k FASTEN SPLICES W/ TYPE 1 OR 3 SCREWS i' O.C.) G SECTION BETWEEN NEW. BUILDING (ROOF.TO_WALL) , H REVISIONS DRAWN DATE BY DATE BY JAL 2/21/00 CHECKED DATE BY JAL 2/22/00 EXISTING ROOF PANEL �-- EXISTING BUILDING J ILI SECTION. BETWEEN;. NEW BUILDING. (ROOF .TO:: ROOF) STANDARDS AUTOCAD FILE KAYE SECTIONS AT EXISTING SED13106 PACE NO. BUILDINGS (CONT.) 13-10B ROOF PANELS (FASTEN W/TYPE 1 OR r TA (FASTEN TO BOTTOM CLOSURE 2 SCREWS 6" O.C.) PANEL LAP GIRT W/TYPE 1 I TTS_ (FASTEN TO ROOF 4• 4" 1' 2 SCREWS 1 -0" O.C.) I PANEL W/TYPE 1 OR 3 f f I SCREWS 1'-0' O.C.)" — 1 (ROOF COLOR) BOTTOM CLOSURE W/MASTIC TOP & _ 'Z' GIRT BOTTOM AND AT I ROOF PANEL PANEL LAP: SWT — (FASTEN W/TYPE 1 (POP RIVET OR 2 SCREWS 2`-0" D.C.) F 6' O.C.) (PANEL COLOR) TRUE EAVE STRUT I I I 'C" GIRT I TOP CLOSURE 4 (ALTERNATE CONDITION) I (W/ MASTIC TOP WALL PANEL. I & BOTTOM) (FASTEN W/ME I WALL PANEL i OR 2 SCREWS I (FASTEN W/ TYPE V-O" O.C.) 1 OR" 2" SCREWS V-0" O.C.) - PURLIN A COMMON WALL AT EAVE STRUT B COMMON WALL BELOW EAVE STRUT ROOF PANEL (FASTEN TO EAVE STRUT W/TYPE 1 OR 2 SCREWS 6" O.C.) ROOF PANEL (FASTEN TO EAVE PANEL LAP 4 STRUT W/TYPE 1 OR PANEL LAP _4' 2 SCREWS 6' O.C.) - 4' I I BOTTOM CLOSUREST_ W/MASTIC TOP &ASTEN If AND ATTRUT TO EAVEBOTTOM W E 1 BOTTOM CLOSURE PANEL LAP - OR 2 SCREWS W/MASTIC TOP & 2'-0" O.C.) BOTTOM AND AT TRUE EAVE STRUT (TRIM COLOR) PANEL LAP MASONRY TRUE EAVE STRUT (BY OTHERS) C MASONRY WALL AT EAVE STRUT D OPEN WALL AT EAVE STRUT REVISIONS DRAWN DATE STANDARDS AUTOW BY FlLE WE BY DATE sH 12/'/84 BUILDINGS WITH WING S01311A 14 JAL 11 OB 99 01 20 00 C CICED DATE PAGE NO. UNITS OR CANOPIES TCI 2/2o/s 13-11A . 4y WALL PANEL BOTTOM CLOSURE I MASONRY CONTINUOUS BEAD OF CAULKING (BY OTHERS) (FASTEN W/TYPE I TTS_ MT _ (INSERT IN 1/8' X 1 OR 2 SCREWS (FASTEN TO ROOF I 1'-0' O.C.) 1' SAWCUT ROOF COLOR) )( I PANEL W/TYPE 1 I OR 3 SCREWS 1'-0" "Z' GIRT POP RIVET 1'-0" O.C. I O.C.)(ROOF COLOR) I TTS- _ FASTEN W /TYPE 1 OR 3 I ROOF PANEL SCREWS 1'-0" O.C.)(ROOF COLOR) AS (FASTEN1 TE TOP CLOSURE W/ MASTIC OR 2 SEWS �— 6' O.C.) TOP AND BOTTOM 'Co GIRT--�J TOP CLOSURE (W/ MASTIC ROOF PANEL (ALTERNATE TOP do (FASTEN W/TYPE CONDITION) BOTTOM) R 2: SCREWS O.C.)6 PURLIN PURUN' E OPEN WALL BELOW EAVE STRUT F MASONRY WALL BELOW EAVE STRUT RESERVED RESERVED G H REVISIONS DRAWN BY DATE ' :STANDARDS :. BY DATE FILE NA4E sH ,2/ATE BUILQJN WITH WING ""B dAL 1E24_ ICHECKED BY °" PA` "°A UNITS OR CANOPIES TGT 2/20/8 (CON'T.) 13-11B W� 0- ROOF PURLIN FASTEN WSTP06 OR WSTPG06 TO ROOF PURLIN AND WIND STRUT W/(6) TYPE 1 z4R 2 SCREWS - WIND STRUT WSTP06/ WSTPG06 ** ERECTOR NOTE ** SEE ROOF FRAMING PLAN FOR WIND STRUT LOCATION REVISIONS DRAWN BY JAL DATE 9/21/99 STANDARDS AMOCAD H E NAME S01312 BY DATE WIND STRUT CONNECTION CNECM BY DJH ` DATE s�2s�ss PAGE NO. 13-12 4' 11 1 2" 1'-2' TYPE 'A" ENDWALL FB17-14 RIGID ENDWALL FLANGE BRACE END BAY PURLIN V-2' 2'-4' INTERIOR BAY PURLIN • • q; «.. • • • • • _: a I....... ,..,..__ ._:..... ... 1ST INTERIOR RIGID FRAME FLANGE BRACE V-2' V-2' 11 Lo — — — — OTHER RIGID FRAME FLANGE BRACE -/ 4" TYPE "B' ENDWALL FLANGE BRACE IMPORTANT NOTES ! ! ! 1:"ATTACH--FLANDE"BRACES:;TO:`13QTfOM HOLE OF .PUR,LINS. 2."STANDARDPURLIN LAP CONDITIONS ARE SHOWN. ANY DEVIATION FROM THE STANDARD CONDITION WILL BE NOTED ON THE ROOF PLAN OF THE ERECTION DRAWINGS. NOTE: ALL BOLTS SHOWN ARE 1/2"0 X 1 1/4" HEX HEAD BOLTS (2 BOLTS PER CONNECTION) DRAWN DATE CV 10/6/81 M,.. d1 m STANDARDS AUMM ME NAME: TYPICAL: CONTINUOUS S01313 PURLIN CONNECTIONS PAGE NO. 13-13 1 4" 4" 1 4" 4" 2 Ckf ... . . . . .. . L .. o C-) •• o TYPE "A" ENDWALL fB17-14 RIGID FRAME ENDWALL FLANGE BRACE —/ TYPE "B" ENDWALL FLANGE BRACE yY1, 2" 1 4" 1/2" . . . . ..T . INTERIOR RIG1 RAMS FLANGE BRACE IMPORTANT NOTES ! ! ! I 1. ATTACH FLANGE BRACES TO BOTTOM HOLE OF PURLINS. 2. ALL BOLTS SHOWN ARE 1/2"0 X 1 1/4" HEX HEAD BOLTS. 3. TWO (2) BOLTS PER CONNECTION EXCEPT AT INTERIOR RIGID FRAME. REVISIONS DRAWN Cv DATE 10/"" STANDARDS AUTOCAD FILE NAME SED1314 " BY DATE RIDGE STRUT & SIMPLE PURLIN CONNECTIONS JAL 11 23 93 JAL 6 24 96 AL 5 31 00 CHECKED Br DATE PAGE NO. 13-14 CONTINUOUS PURLINS� RIGID, BEAM L75 CUP CONNECTS PURUN TO �J INTERIOR PARTITION COLUMN W/ (4) 1/2"0 x 1 1/4' A325. ALL - THREADED HEX HEAD BOLTS W/ W/(2) NUTS INTERIOR PARTITION COLUMN NOTE: AT L75 CUP TO ENDWALL COLUMN USE DOUBLE NUTS. HAND TIGHTEN FIRST NUT AND LOCK CONNECTION WITH SECOND NUT. FIELD DRILL 9/160 HOLES IN SIDEWALL GIRT SIDEWALL GIRT L3 CLIP CONNECTS SIDEWALL GIRT TO PARTITION GIRT W/ (4) 1/2"0 x1 1/4' A307 HEX HEAD BOLTS W/NUTS L1 CLIPS CONNECTS PARTITION GIRTS TO INTERIOR COLUMN W/ 1/2" 0 X 1 1/4' A307 HEX HEAD BOLTS W/NUTS PARTITION GIRT:;. _- PARTITION GIRT AT INTERIOR COLUMN INTERIOR COLUMN (C-SECTION BACK TO BACK) DRAWN DATE BY JAL 5/31/00 CHECKED DATE BY JAL 6/1/00 PARTITION GIRT AT INTERIOR COLUMN STANDARDS STRUCTURAL AT PARTITION WALLS AUTOCAD FILE NUAE SED1315 PAGE NO. 13=15 I PURLINS PTFZ POP RIVET 1" O.C. ROOF PANEL WALL PANEL SECZ• "A" (PANEL COLOR) ---- r O - TRUE T -01 I I o EAVESTRUT I of p II of I 1 01 of PTFC I 01 PT -- (POP RIVET 1" I ---- (PANEL COLOR) O.C.) (PANEL COLOR) i II PT` I (FIELD CUT BETWEEN GIRTS) (PANEL COLOR) I 1'-0" SET CENTER LINE OF — FIRST MAJOR RIB OF FIRST PARTITION PANEL 1'—O" FROM OUTSIDE STEEL LINE ROOF PANEL PURLIN PTFZ (FASTEN TO — PURLIN W/(2) TYPE 1 OR 2 ,SCREWS) TA (FASTEN TO SUPPORTS W/TYPE 1 OR 2 SCREWS) TOP CLOSURE PARTITION PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'—O" O.C.) TA_ (FASTEN TO BOTTOM FLANGE OF EACH PURLIN & EAVESTRUT W/ TYPE 1 OR 2 SCREWS) PARTITION PANELS (FIELD CUT PANELS FOR GREATER THAN 1/12 ROOF SLOPE) 101 PT— (FIELD CUT BETWEEN PURLINS) .I I (FASTEN W/TYVE 1 OR 3 SCREWS 101 1'-0" O.C.} FIELD CUT AS REQ'D co co _ _ co .. — if SECTION "A" FIELD MODIFICATION REQUIREMENT REVISIONS DRAWN DATE STANDARDS ALROGID 6Y DAB FlLE NAME: JAL 6/1/00 PARTITION TRIM & SED1316A CHECKED DATE PAGE NO. � FLASHING DETAILS @ ROOF JAL 6/2/00 13-16A WALL PANEL 41 I III III I PTFZ (POP III RIVET 1" O.C.) I I I (PANEL COLOR) I I I -I I IJJI I SIDEWALL GIRT j II I I-- ----II SECT. "B" PT I (PANEL COLOR) I I SET CENTER LINE OF FIRST MAJOR RIB OF FIRST PARTITION PANEL 1 t0" 1'-0" FROM OUTSIDE STEEL LINE SIDEWALL GIRT WALL PANEL PTFZ (FASTEN _ W/(2) TYPE 1 OR 2 SCREWS) PT_ (FASTEN W/TYPE 1 OR 3 SCREWS 1'-0" O.C.) PARTITION GIRT PARTITION GIRT PARTITION 'PANEL PARTITION PANEL (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0" O.C.) FIELD CUT AS REQ'D lcoF, IZ SECTION "B" FIELD MODIFICATION REQUIREMENT t REVISIONS DRAWN 9Y JAL DATE 6/l/00 STANDARDS AUrOM FIE NAME - SM13160 BY DATE PARTITION TRIM & FLASHING DETAILS @ WALL CHECKED BY JAL DATE 6/2/00 PAGE NO. 13-16B (1) #10 X 1" S.D. LOW — PROFILE SCREWS (TYP.) TAR TQP ,& BOTTOM — (SEE ERECTION DRAWINGS) ERECTOR NOTE: FIELD CUT TAR (1 1/2" X 1 1/2 P) X 16 GA. ANGLE) AS REQUIRED ROOF PURLIN i� (TYP.) I' BUTT SPLICES TYPICAL DETAIL PANEL CLIP L. J ` �. (1) # 10 X 1" S.D. LOW TAR TOP & BOTTOM PROFILE SCREWS (TYP.) (SEE ERECTION DRAWINGS) SECTION A -A REVISIONS DRAWN 6Y CAT DATE a/ STANDARDS m '' FXE NAME: sm"" BY BRIE ALTERNATE BRIDGING (SAG ANGLE TYPICAL DETAILS) pm CHECKED BY RG DATE DATE a/22/ss PAGE N0. 13-17 RIDU CTRIITC Ll RIDGE STRUT (1) #10 X 1" S.D. LOW PROFILE SCREWS (TYP.) TAR TOP & BOTTOM (SEE ERECTION DRAWINGS) (1) # 10 x i DD ,; Low PROFILUSEREW, (TYP.) FIELD NOTCH AND BEND TAR SAG ANGLE FIELD CUT AND BEND DETAIL AT RIDGE ERECTOR NOTES: 1. TAR (1 1 /2" X 1 1 /2" X 16 GA. ANGLE) IS IN 20'-2" STOCK LENGTHS. FIELD FIT AND CUT AS REQUIRED. 2. FIELD NOTCH & BEND SAG ANGLE BRACING (TAR) AS SHOWN. REVISIONS DRAWN _ gy.._ CAT DATE _ ..... _.. _ . 4/22/96 STANDARDS AUTOCAD FILE -NAME. et uuE ALTERNATE BRIDGING (SAG ANGLE. DETAIL. AT RIDGE): sED1317A it '1498 s n � CHECKED By RG DATE a/22/ss PAGE NO. 13=17A EAVE STRUT #10 X 1" S.D. LOW 1 1/4" BANDING PROFILE SCREWS MATERIAL (TOP & BOTTOM) RIDGE STRUTS 4 EAVE STRUT NOTE: CROSS BANDING AT APPROXIMATE MID -SPAN IF LESS THAN 11 PURLIN SPACINGS. IF THERE ARE MORE THAN 11 PURLIN SPACINGS, CROSS BANDING AT EVERY 5TH SPACING. A BRIDGING (BANDING) DETAIL AT ROOF MANSARD SUPPORTS (TYP.) I F F BANDING ON FRONT BANDING ON BACK SIDE OF MANSARD SIDE OF MANSARD --I � J L i L 15'-0 BAYS OR GREATER NOTE: ATTACH BANDING TO MANSARD SUPPORTS WITH #10 X l" S.D. LOW PROFILE SCREWS B BRIDGING (BANDING) DETAIL AT VERTICAL MANSARD nyom mm ffe cAn STMDAM wn FU WME BY DATE BRIDGING DETAILS JAL 7/2/92 SED1318 K AL OEM By RG DATE 7/6/92 PME Na 13-18 (ROOF AND VERTICAL MANSARD) EAVE STRUT ® SIDEWALL OR TRIM ANGLE (TA) ® ENDWALL (1) #1,0 X 1" S.D. LOW PROFILE SCREWS (TYP.) r4I (1) #10 X 1" S.D. LOW PROFILE SCREWS (TYP.) - SINGLE ROW OF " --SINGLE ROW OF 1 1/4" BANDING 1 1 1/4 BANDING I BASE ANGLE (TA) OR BASE GIRT ***** (2) OR LESS GIRTS ***** (NOT COUNTING BASE GIRT) PANELED WALL CONDITION EAVE STRUT ® SIDEWALL OR TRIM ANGLE (TA) ® ENDWALL SINGLE ROW OF 1 1r4"• BANDING r 1 1 /2" X 1 ,1 /2. X_ 16'Gk ANGLE (TAR)(FIELD CUT TAR AT L FIRST GIRT ABOVE HEADER GIRT & HEADER GIRT ONLY) (1) #10 X 1" S.D. LOW PROFILE SCREWS (TYP.) OPEN -OR MASONRY WALL CONDITIONS -�-NOTE: NO MORE THAN (2) X GIRTS TO BE BANDED / \ TOGETHER WITHOUT CROSS fir/ �I BANDING ***** MORE THAN (2) GIRTS ***** EAVE STRUT ® SIDEWALL OR TRIM ANGLE (TA) ® ENDWALL '.F.IELD ..NOTCH & BEND J 1 .2'X ;1- 1' 1/2 X 16 GA. ANGLE AR) (FIELD CUT TAR AS REQ'D.) (1) #10 X i" S.D. LOW I PROFILE SCREWS (TYP.) OPEN OR MASONRY WALL CONDITIONS W/NO GIRT BETWEEN HEADER. GIRT & EAVE STRUT REVISIONS"' DRAWN BY, ... CAT DATE _.. _ _.. _ _ 2/25/98 "„ - STANDARDS Aff= FLE NW SED1318C a1E BAfVOING DETAILS tt 2/03/29 a 0 E JAL DATE 2/25/98 PAS ►o 13-18C P100 HEADE DETAIL "A" P100 CLIPS (TYP.) 1/4' A-307 HEX HEAD BOLTS W/NUTS (2) 1/2'0 x 1' A-307 FLAT HD. BOLTSAW/NUTSJAMB ANCHOR BO (BY OTHERS) DETAIL "A" FRAMED OPENING TYPE 1 OR 2 SCREWS REQ'D. AT GIRT LOCATIONS P100 CLIP -/ DETAIL "B" JAMB DETAIL "B" DETAIL "C" NUT (2) 1/2'0 x 1 1/4' A-307 HEX HEAD 0 � BOLTS W/NUTS o GIRT L1 CLIP SLAB DRAWN BY RSH DATE 1/4/82 STANDARDS mffow FlLE NAME 101319 "' FRAMED- OPENING CLIPS CHECKED DATE PAGE NO. BY (P100/L1) 13-19 CENTER LINE OF VALLEY i � M ROOF PANELS (FIELD CUT AT VALLEY AS REQ'D.): SRVF10 VALLEY FLASHING (ROOF COLOR) "A" BOTTOM CLOSURE W/ 6" LONG 3/8" MASTIC TOP AND BOTTOM REQ'D AT MAJOR RIB ONLY., *NOTE* FIELD CUT BOTTOM CLOSURE Z CLOSURE AS REQ'D. ALIGN'BOTTOWCLOSURE WITH FIRST'Rufr OF 3/8" MASTIC, AS SHOWN IN THE SKETCH TYPE 1 OR 2 SCREWS 3" O.C. THRU MASTIC 1'-0" LONG PIECES OF 3/8" MASTIC REQ'D. ON EACH SIDE OF MAJOR RIB. AND ALSO USE 1 5/8" X, 1/8 WIDE MASTIC aI 0 MINOR RIBS ONLY o +NOTE*':"�TWT,,DOUBLE ROWS OF'CONTINUOUS MASTIC REQ'D. BEW-B+fi>MIFJOR��RIBS-�-,THETFIRST ROW,IS LOCATED 1 1/2' AWAY FROM PANEL END, THE SECOND ROW IS LOCATED 2" AWAY FROM FIRST ROW (USE 3/8" MASTIC) **ERECTOR NOTE" BOTTOM CLOSURES AND MASTIC MUST BE ATTACHED TO UNDERSIDE OF PANEL PRIOR TO PLACING PANEL ON TOP OF VALLEY FLASHING BOTTOM CLOSURE (USE 6" LONG FROOF PANEL (FIELD CUT 3/8" MASTIC 0 TOP AND BOTTOM 3/8" MASTIC AS REQ'D. AT VALLEY) CONTINUOUS �� TYPE 1 OR 2 SCREWS 6" O.C. THRU 3/8" MASTIC SRVF10 (FASTEN TO SUPPORT GIRT W/TYPE 1 OR 2 SCREWS 6" O.C.) (ROOF COLOR) REVISIONS 16 GA. C-SECTION SUPPORT GIRT. FIELD NOTCH GIRT AS REQ'D. 0 ROOF PURLINS AND ATTACH W/(2) 110 X 1" S.D. SCREWS SECTION "A" —"A" DRAWN BY DATE STANDARDS AUTMD FILE NAME KJB 1/22/99 VALLf ' FLASHING sED"" CHECKED DATE PACE No By DETAIL WJM 3/27/92 1 3-20 _—TPO 1 (TRIM PU 1a` SUPPORT SUPPORT GIRT wzr (,)1 ll+n xl'' S.D. ;H SUPPORT SECTION "A -A" URLIN FIELD-.; NO;TCH SUPPORT GIRT 0 WRLIN AS REQ'D TC PASS 1 OR 2 'IM PURLIN TO SUPPORT GIRT SPLICE (ROOF COLOR) REVISIONS DRAWN BY KJB DATE 1/23/92 STANDARDS AU10CAD FILE NAME D121 BY DATE HIP & VALLEY SECTIONS (SUPPORT GIRT SPLICE DETAIL) 6l24 96 CHECKED fY WJM DATE 3/27/92 PACE NO. 13-21 CENTER LINE OF HI ROOF PANEL — (FIELD CUT AS REQ AT HIP) ROOF PANEL CONTINOUS MASTIC 16 GA. C-SECT. SUPPORT GIRT (FASTEN TO EACH SUPPORT W/(2) #10 X 1" S.D. SCREWS) (FIELD NOTCH SUPPORT GIRT AS REQ'D. AT PURLINS) (SEE PAGE 13-21) HIP FLASHING DETAIL � IIIIIII�,,\'\111IIIIIII IIIIII IIIIIIi���il� y;i,l 1 was® SLOPE �'CONTINOUS MASTIC 3- 7 HPCT_ HIP" PANEL CLOSURE TRIM (FIELD CUT AS REQ'D TO FIT IN BETWEEN PANEL HIGHS.) (ROOF COLOR) RR9F_ (ROOF COLOR) RR9F (FASTEN TO HPCT_ W/TYPE 1 OR 3 SCREWS 6" O.C.)(ROOF COLOR) Y CONTINOUS MASTIC L CONTINUOUS"BEAD (W;! HPCT �. CAULKING AT BASE d '" (FIELD CUT AS REQ'D TO HPCT ' TRIM &R0@PF. MEL FIT BETWEEN PANELHIGHS) (FASTEN TO SUPPORT PURLIN W/TYPE 1 OR 2 SCREWS 6" O.C.) (ROOF COLOR) *NOTE* FIELD CRIMP UP ROOF PANEL LOW AS REQ'D. AT HIP TO PROTECT FROM WATER LEAKAGE SECTION A -A REVISIONS DRAWN BY KJB DATE 1/23/92 STANDARDS Avow ALE WE S01322 BY DATE HIP FLASHING, DETAIL AL " 4 97 09 30 02 CHECKED BY DJH DATE 3/27/92 PAGE N0. 13-22 OCT—TRIM TYPE "B" E.W. COLUMN SIDEWALL PANEL GIRT (4) 1/2"0 X 1 1/4" (FASTEN W/ (FASTEN W/TYPE L-36 BOLTS W/NUTS TYPE 1 OR 3" SIDEWALL PANEL 1 OR 2 SCREWS SCREWS 1'-0 1 -0 O.C.) LEG) 0 EACH (FASTEN W/ TYPE 1 OR 2 SCREWS 0 1'-0" O.C.) -------- --- - TAFAB i o i (FASTEN W/ ®1— — — — — — (2) TYPE 1 I 'O ' ' ° 0 ' OR 2 SCREWS ®J AT EACH o SUPPORT) IL® ®J LINER PANEL - ICT_TRIM (FASTEN W/TYPE ENDWALL (FASTEN W/TYPE 1 1 OR 2 SCREWS FIELD SLR PANEL PANEL (FASTEN) I OR 3 SCREWS 1'-0' 1'-0" O.C.) FLANGE BRACE W/TYPE 1 OR I O.C. 0 EACH LEG) (FIELD BEND TO FIT) 2 SCREWS (LINER PANEL COLOR)SCT_TRIM (ATTACH TO COLUMN 1'-0" O.C.) I LINER PANELS (FASTEN W/TYPE W/1/2'0 x 1 1/4 (FASTEN W/TYPE 1 OR 1 OR 2 SCREWS A-325 BOLT W/NUT GIRT 2 SCREWS 1'-0" O.C.) 0 EACH SUPPORT) & ATTACH TO L108-0 (PANEL COLOR) COLUMN—A-3072BOLT W/ NUT) A TYPE "B" EWF CORNER SECTION B BY-PASS RIGID COLUMN AT SIDEWALL OCT—TRIM (FASTEN TYPE "A" E.W. COLUMN W/TYPE 1 OR 3 SIDEWALL PANEL SCREWS 1'-O" O.C. GIRT I LINER PANEL 0 EACH LEG) (FASTEN W/TYPE SCR 1 OR 2 SCREWS 1 1'-0" O.C.) -----'i O TAFAB (FASTEN W/ F O L66 CUP—J TYPE 1 OR 2 ENDWALL PANEL (FASTEN W/TYPE "B" -- SCREWS 0 EACH SUPPORT) 1 OR 2 SCREWS 1'-0 O.C.) WALL COLUMN JI LINER PANEL (FASTEN W/IYPE1 L36 CUP GIRT OR 2 SCREWSENDWALL jlrND O.C.) PANEL1'-0" PANEL LAP PANEL LAP ICT_TRIM (FASTEN W/TYPE 1 FASTEN W/ (FASTEN W/TYPE 1 OR 3 SCREWS 0 EACH YPE 1 OR 3 OR 3 SCREWS i'-0" GIRT SUPPORT LINE)CREWS 0 O.C. 0 EACH LEG) EACH SUPPORT LINE) (LINER PANEL COLOR) C TYPE "A" EWF CORNER SECTION D TYPE "B" COLUMN AT ENDWALL REVISIONS DRAWN DATE STANDARDS AUTOCAD gy FILE NAME BY DATE JAL 8/19/99 SM141A H is 03 LINER PANEL DETAILS CHECKED DATE PAGE No. JAL 8/20/99 14-1 A EGS (FASTEN W/(2) BOTTOM CLOSURE ROOF PANEL W/ MASTIC TOP (FASTEN W/TYPE TA ROOF PANEL (FASTEN W/TYPE 1 (FASTEN W/JYPE TYPE 1 OR 3 SCREWS EWS 48' 4l & BOTTOM 1 OR 2 SCREWS 1'-0' O.C.) �_ OR 2 SCREWS 1 OR 2 SCREWS I (FASTEN W/ 0 EACH SUPPORT) 1'-O' O.C.) If TYPE 1 OR 3 EG_ — — — — — — — SCREWS V-Om (FASTEN W/ I LPT_TRIM O.C. 0 EACH 0 0 1FASTEN WE I LEG) 3 SCREWS I I OR 3 SCR�EWSS G 2'-0' O.C. 0 ROOF PANEL & 1'-0" O.C.) (LINER o — PURJN POP RIVET 0 I I COLOR) TOP CLOSURE EACH EGS) I 1'-2' BEAM (CAULK & POP I LIDS_ R CES FASTEN TO O C) I EAVESTRUT W/ ENDWALL PANEL DS_ (FASTEN ':T0 GUTTER I TYPE 1 OR 2 TRUE SCREWS 1'-O' LPTA (FASIEN':TO BEAM W/(2)TYPE 1 OR 3 EAVESTRUf O C) SPEGW TRIM ANGLE W/IYPE.I OR 2 SCREWS) (FASTEN W/TYPE 1 OR SCREWS 1'-0' O.C. PANEL 2 SCREWS 1'-0' O.C.) W�ELUt1 PANEL DSS_ (LINER FASTEN OR 3 (FASTEN TO WALL PANEL W/ 1 OR 2 SCREWS LINER PANEL SCREWS V-0' O.C.) (1) TYPE 1 OR 3 SCREW & O.C.) (FASTEN W/TYPE 1 OR 2 (LINER PANEL COLOR) POP RIVET EACH LEG TO DS— SCREWS 1'-0' O.C.) A EAVE SECTION WITH GUTTER B RIGID FRAME ENDWALL SECTION MASTIC PT— ROOF PANEL MASTIC PT ROOF PANEL (FASTEN W/TYPE 1 (FASTEN W/ _ (FASTEN W/ TYPE 1 (FASTEN W/ �— OR 3 SCREWS TYPE i OR 2 1'-0" O.C.)(UNER OR 3 SCREWS ME 1 OR 2 TYPE1 0/ 3 SCREWS 1'-0' PANEL COLOR) O.C.) RT— (FASTEN W/ 1'-O' O.C.)(UNER SCREWS 1'-O" PANEL COLOR) O.C.) SCREWS 1'-0" TYPE 1 OR 3 O.C. 0 EACH SCREWS 1'-0' LEG) O.C. 0 EACH LEG) TA o 0 (FASTEN W/ TA o TYPE 1 OR 2 — — — — — — — _ (FASTEN W/ 0 — — — — — — SCREWS 0 EACH I SUPPORT) TYPE '1"OR 2 TA SCREWS 0 EACH TA -'F SUPPORT) (FASTEN W/TYPE (F TOP CLOSURE OR 2 SCREWS I 1'-0' O.C.) TOP CLOSURE I 1 OR 2 SCREWS 1'-0' O.C.) I ENDWALLPANEL TYPE 'A' E.W. BEAM I I I I TYPE 'B" E.W. BEAM (FASTEN I I ENOWALL PANEL I IOR 2 SCREWS LINER PANEL (FASTEN W/TYPE LINER PANEL 1'-0" O.C.) (FASTEN W/TYPE 1 OR 2 SCREWS (FASTEN W/TYPE 1 OR 2 SCREWS 1'-0' O.C.) 1 OR 2 SCREWS 1'-0' O.C.) 1'-0" O.C.) C TYPE "A" ENDWALL SECTION D TYPE "B" ENDWALL SECTION REVISIONS DRAWN DATE STANDARDS AUTOCAD ' FILE, NAME BY DATE JAL 9/1/99 S01418 CHECK DATE PAGE No - LINER PANEL DETAILS JAL 9/4/99 14-1 B UNER PANEL WALL PANEL I I (FASTEN W/TYPE (FASTEN W/TYPE I 1 OR 2 SCREWS LINER PANEL I 1 OR 2 SCREWS '2" GIRT I 1'-0- O.C.) (FASTEN F S EN LAPO.C.)TA I (FASTEN W/TYPE SCREWSANEL ASTEN W/TYPE 1 OR 2 SCREWS 1'-0' O.C.) OR 3 SCREWS DOOR HEADER I 1'-0" O.C.) 0 EACH SUPPORT INE) DCT I OCT _ (UNER PANEL LAP(TRIM COLOR) PANEL COLOR) (FASTEN W/1 OR 3 SCRSCT CLIPS UNER PANEL (FASTEN W/ EACH SUPPOL1 (FASTEN W/TYPE 1 OR 2 SCREWS 0 TYPE 1 OR 2 EACH SUPPORT) SCREWS 1'-0' TYPE "A" EN(LINER PANEL O.C.) COLUMNNDWALL PANEL COLOR) FASTEN W/TYPE 1 OR 2 SCREWS — DOOR JAMB1'-0" O.C.) SCT _ (FASTEN; W/TYPE 1 OR 2 WALL PANEL SCREWS 0 EACH SUPPORT) (FASTEN W/TYPE 1 OR 2 (TRIM COLOR) SCREWS 1'—O' O.C.) A TYPE "A" COLUMN AT ENDWALL B SECTION THRU WALK DOOR HEADER & JAMB ET_ (LINER PANEL COLOR) OCT _ DCT _ (TRIM COLOR) OCT _ (FASTEN W/TYPE I (LINER PANEL 1 OR 3 SCREWS SILL AND OR JAMB COLOR) 1'-0. O.C.) (LINER PANEL WALL PANEL (FASTEN A LINER PANEL WALL PANELS I COLOR) W/TYPE 1 OR 2 (FASTEN W/TYPE (FAS T1 SCREWS 1'-0- O.C.) 1 OR 2 SCREWS TYPE OR 2 1'-0" O.C.) SCREWS 1'-0' O.C.) I SECTION THROUGH FRAMED OPENING SILL—SIMILIAR "SCT_" "DCT_" I ® JAMB SECTION IN LIEU OF N WALL PANEL (FASTEN LINER PANEL I W/TYPE 1 OR 2 (FASTEN W/TYPE LINER PANELS SCREWS 1'-0' O.C.) 1 OR 2 SCREWS (FASTEN W/ HEADER 1'-0' O.C.) 'Z' GIRT TYPE 1 OR 2 SCREWS 1'-0' OCT _ (TRIM COLOR) O.C.) OCT _ (LINER ET _ (LINER PANEL COLOR) PANEL COLOR) SECTION THROUGH FRAMED OPENING HEADER C WALL SECTION WITH PARTIAL LINER D SECTIONS AT GENERAL FRAMED OPENING REVISIONS DRAWN DATE STANDARDS AUTocAD FILE NAME BY DATE JAL 9/09/99 SED141C CHECKED DATE PAGE N0. LINER PANEL DETAILS BY JAL 9/09/99 14-1 C WALL PANEI LINER PANELS BASE GIRT OPTIONAL TRIM ANGLE NOTE: FIELD TRIM LINER ON SAME STT _ (FASTEN W/ BEVEL AS COLUMN FLANGE TYPE 1 OR 2 SCREWS LINER PANEL (FASTEN W/ TYPE ® EACH SUPPORT) 1 OR 2 SCREWS 1'-0. O.C.) (LINER PANEL COLOR) ENDWALL LPTA _ PANEL I (FASTEN W/TYPE 1 OR 2 SCREWS i'-0' GIRT O.C. 0 RIGID COLUMN RIGID I do AT EACH SUPPORT) COLUMN I (LINER PANEL COLOR) OCT _ I FLANGE BRACE (FASTEN W/ I FIELD SLIT PANEL TYPE 1 OR L Y 3 SCREWS u 1'-0' D.C. ® EACH -- o o. o 0 LEG) G O t o o f L J I I O O O O O O �cz;- SIDEWALL — — — _ — — PANEL L106-0 (W/(4 SCT _ (FASTEN W/ TYPE 1 OR 2 1/2wXX 1 1/4" HEX SCREWS 0 EACH SUPPORT) (UNER PANEL COLOR) HEAD BOLTS W/NUTS) A LINER PANEL SECTION AT BASE OF WALL B I TAPERED RIGID CORNER COLUMN SECTION (FASTEN W/TYPE 1 OR 2 SCREWS 0 EACH SUPPORT) (LINER PANEL COLOR) LINER PANEL (FASTEN W/TYPS 1 OR 2 SCREWS 1'-0' O.C.) —DOOR TRACK (BY OTHERS) ANGLE — (BY OTHERS) DOOR HARDWAREI 1_4Llo P100 CLIP JAMB WALL PANEL —J SCT — I (FASTEN W/TlPE (FASTEN W/TYPE 1 OR 2 1 OR 2 SCREWS 1 OR 2 SCREWS 1'-0. O.C.) 1'-O' O.C. (TRIM COLOR) WITH LINERS BELOW HEADER SCT—TRIM —J (W/ TYPE 1 OR 2 SCREWS 1'-0' O.C.) (TRIM COLOR) P100 CUP LINER PANEL r (FASTEN W/IYPE 1 OR 2 SCREWS i'-0' O.C.) WALL PANEL (FASTEN W/TYPE 1 OR 2 SCREWS V-0- O.C.) WITH LINERS ABOVE HEADER C SECTION THRU JAMB 0 OHD/RUD I D SECTION THRU JAMB 0 OHD/RUD REVISIONS DRAWN BY JAL DATE 9/13/99 STANDARDS AUTOCAD FILE NAME: S0141D BY DATE LINER PANEL DETAILS 717.20 DJH O1 DJH 5 16 03 CHECKEDBY JAL DATE 9/15/99 PAGE NO' 14-1 D LINER PANEL (FASTEN W/TYPE WALL PANEL LINER PANEL I 1 OR 2 SCREWS V-O' O.C.) (FASTEN W/TYPE (FASTEN W/TYPE i OR 2 SCREWS I I 1 OR 2 SCREWS GIRTS V-0' O.C.) I I I 1'-0' O.C.) I - I I I I i0O OOP I 1 ANGLE DCT _ L (BY OTHERS) (TRIM COLOR) WALL PANEL LRB=COLUMN %�1 OR 2 SEWS HEADER 1'-O' O.C.) WITH LINERS ABOVE HEADER A SECTION THRU HEADER 0 OHD/RUD B LRB (FLUSH) COLUMN AT SIDEWALL SECTION LINER PANEL SIDEWALL PANEL RIGID GIRT SCREWS (FASTEN W/TYPE COLUMN .C.) I WALL 1 OR 2 SCREWS PANEL V-0' O.C.) (FASTEN W/ I TYPE 1 OR W/TYPE I 2 SCREWS SCREWS I 1'-0' O.C.).C. 0 EACH I 0INER PANEL I AYPEW/TYPE I GIRT LINER PANEL 'L24 (TYP.) __ FASTEN W E �r�° (FASTEN W/(2) f 1 OR 2 SCREWS112-24 X 1 1/4'O i'-0' O.C.) Ip pl— ICOLUMN SCREWS)S.D. —SCT_TRIM (FASTEN W/TYPE 1 NOTE TAFAB OCT OR 2 SCREWS 0 L24) CLIPS ARE TO BE STAGGERED (FASTEN E (FASTEN W/TYPE 1 (LINER PANEL COLOR) DUE TO SCREW ATTACHMENT. 1 OR 2 SC(REWS 0 EACH SUPPORT) OR 3 SCREWS V-O' ATTACH TO RIGID COLUMN AT O.C. 0 EACH LEG) GIRTS UNE(S) ONLY. C LRB (FLUSH) CORNER COLUMN SECTION j D I PARTIAL FLUSH GIRTS AT RIGID SIDEWALL COLUMN REVISIONS DRAWN DATE STANDARDS AtnOCAD By FILE NAME: BY DATE JAL 9/14/99 SED141E °"'� PAGE LINER PANEL DETAILS BY 1E 14-1E JAL 9/16/99 SKYLIGHT GENERAL NOTES SKYLIGHT SPECIFICATIONS: COLOR — WHITE MATERIAL — RESIN SYSTEM — FIBERGLASS REINFORCED PLASTIC SIZE — 3'-0" x10'-7" W/ EXPOSED AREA OF APPROX. 27.0 SQ. FT. LIGHT TRANSMISSION FACTOR — APPR. 60% HEAT TRANSMISSION FACTOR — APPR. 30% SKYLIGHT PANELS MEET THE FOLLOWING SPECS: F U.S. DEPT; OF- COMMERCE,COMMERCIAL STANDARD' C.S. 214.57 REVISED,: ASTM SPEC. #D-1919-65T & NBS VOLUNTARY PRODUCT STANDARD PS53-72 U:S.. FEDERAL GOVERNMENT; MILITARY., &:,FEDERAL,! SPEC: JLP -505 b �JG'SA—FSS) -'' UNIFORM BUILDING CODE rlN[ERwMONAE%'CONF.ERMu.DFBUIILDING.OFFICIALS%'.'RESEARCH ;REPORTJ1031- & 12433 UNDERWRITERS LABORATORIES (UL)FILE R3870 A FOR TYPE IL FIRE RETARDANT PANELS MOST CODE REQUIREMENTS :OF STATE, COUNTY, (PARISH) &' MUNICIPAL' BUILDING DEPARTMENTS INSTALLATION GENERAL NOTES: USE TYPE 1 OR 2 SCREWS AT STRUCTURAL CONNECTIONS. PRE —DRILL 5/32* O HOLES IN SKYLIGHT AT PURLIN SUPPORT ONLY. SKYLIGHTS ARE ERECTED IN SAME MANNER AS ROOF PANELS. INSTALL ONE ROW OF MASTIC AT SIDELAPS (10'-7" ) & TWO ROWS AT TOP & BOTTOM OF ENDLAPS (3'-0"). TYPE 1 OR 3 SCREWS ARE TO: BE PLACED 12" O.C. AT SIDELAPS FOR UL90 SKYLIGHTS AND 20" O.C. FOR STANDARD SKYLIGHTS. SCREWS ARE TO BE PLACED AT ENDLAP AS SHOWN ON CROSS-SECTION. WALL -LIGHT WALL -LIGHT INSTALLATION WALL PANEL .,., .,.. . _ REVISIONS DRAWN t DATE TIC 5/26/86 SKYLIGHT- GENERAL NOTES/ CHECKED DATE BY WALL -LIGHT INSTALLATION DV FILE -NAME SED142A PAGE NO. 14-2A 5" 2 1 /2" 5" 5" SKYLIGHT PANEL ROOF PANEL --� -� HC2 CHANNEL SECTION "A -A" (SCREW SPACING AT EAVE, PEAK PURLIN & ENDLAPS) 2 1/2" 1'-O" SKYLIGHT PANEL ROOF-.�PANEL ` �- HC2 CHANNEL SECTION "A -A" (SCREW SPACING AT INTERMEDIATE PURLIN) SK (U M REVISIONS DRAWN BY Tic DATE 5/26/86 STANDARDS AUr0 FILE NAME S0142B BY DATE STANDARD SKYLIGHT INSTALLATION CHECKED DV DATE PAGE NO. 14-26 JAI 5 22 97 3 1/22' 3 1�/j2" 3 1/�2" 3 11//2j" I I 2 1/2" -I 5" I I I 5- SECTION "A -A" 31/2"31 (SCREW SPACING AT ALL PURLINS & ENDLAPS) SKYLIGHT PANEL 3" PANEL STRIP STD. FASTENER W/ 1 1/80 BONDED WASHER 1'-0" O.C.) (SIDELAP ONLY) , ROOF - PANEL "A" I ROOF PANEL 3" PANEL STRIP - SKYLIGHT - HCI USE ONE ROW OF MASTIC AT HIGH SIDE ENDLAP (TYP.) "'A), INTERMEDIATE. PURLIN 3" PANEL STRIP %I ** ERECTOR NOTES 1. IF S.D. SCREWS ARE REQUESTED, SIDELAP SCREWS ARE TO BE TYPE 2 FASTENERS 2. MASTIC IS REQUIRED AT EACH EDGE OF 3" PANEL STRIP 3. 3" PANEL STRIPS ARE REQUIRED AT SKYLIGHT TO EAVE STRUT OR SKYLIGHT TO SKYLIGHT, CONNECTION REVISIONS DRAWN DATE STANDARDS BY DATE JAL 1 9 91 Tic 5/26/86 a9O SKYLIGHT JAL 5 22 97 CHECKED DATE BY INSTALLATION DV AUMM FU NAME: SED142C PACE NO. 14-2C 12 n r L 5'-0' J \DOOR CLEARANCE 9' "C" OVERHEAD DOOR WALL - PANEL WALL PANEL 3 CAULK AT TYPE 1 OR 2 SMREWS._1'-0. O.C. DETAIL 'A' . uu" DCT_TRIM P100 CLIP 1/2'1 zt 1/4' A-307 HEX HD. BOLTS (TYP.) NOTES: 1.) STANDARD FRAMED OPENINGS ARE AVAILABLE AS SHOWN BELOW: 8'-O' THRU 20'-0' WIDTHS (1'-0' INCREMENTS) 8'-0' THRU 20'-0' HEIGHTS 1'-0' INCREMENTS) 2.) STANDARD LOCATION IS CENTER LINE OF BAY 3.) MINIMUM SIDEROOM' CLEARANCE IS V-O'. MAXIMUM FRAMED OPENING HEIGHT WILL BE 2'-0' LESS THAN THE EAVE HEIGHT 4.) BEFORE ORDERING FRAMED OPENING, SIDEROOM AND HEADROOM CLEARANCES MUST BE DETERMINED FOR PROPER DOOR HARDWARE x 5.) WHEN FIGURING HEADROOM -CLEARANCE ON FRAMED ' OPENING IN ENDWALL, ENDWALL RAFTER MUST BE TAKEN INTO CONSIDERATION .FT_ 6.) SHORT PANELS ABOVE'_-F OPENING WILL BE FACTORY CUT WHEN LOCATION Of}FRAMED OPENING IS GIVEN 7.) ON FACTORY LOCATED "FRAMED OPENING, GIRTS WILL BE FACTORY CUT 8.)'40 FIELD LOCATEDFRAMED' OPENING, LONG PANELS AND GIRTS WILL HAVE TO BE FIELD CUT DOOR AND TRACK P100 CLIP (En OTHERS) 1 1/4' A 307 HE)( I�x 1♦D. ears DOOR JAMB TYPE 1 OR 2 SCREWS 1'-0' O.C. SCT _ TRIM SECTION THRU ODOR JAMB WALL PANEL TYPE 1 OR 2 SCREWS V-O' O.C.9. OCT _ TRIM DOOR HEADER SECTION THRU DOOR HEAD DETAIL 'B' DETAIL 'C' ARaOR DOLT PLAN SECTION 'A' REVISIONS DRTE AWN BJH DATE 1/26/82 STANDARDS FILEAUTDCAD ffy FRAMED OPENINGS0143 OVERHEAD DOOR TJC TJC W22D CHECKED BY TGT DATE 1/27/82 PAGE NO. 14-3 NOTES: 12 C F I J 1.) STANDARD FRAMED OPENINGS ARE AVAILABLE AS SHOWN BELOW: I- 5'-0' 8'-0' THRU 20'-0" WIDTHS (1'—O' INCREMENTS) 6 DOOR CLEARANCE 8'-0' THRU 20'-0` HEIGHTS 1'-0' INCREMENTS) —"A" 2.) STANDARD LOCATION IS CENTER LINE OF BAY "B" ROLL UP DOOR DOOR AMJB HEADER, 3.) MINIMUM SIDEROOM CLEARANCEk IS, 1 —0 . MAXIMUM — FRAMED OPENING HEIGHT WILL BE 2'-0* LESS THAN THE EAVE HEIGHT 4.) BEFORE ORDERING FRAMED OPENING, SIDEROOM AND HEADROOM CLEARANCES, MUST. BE DETERMINED FOR PROPER DOOR HARDWARE 5.) WHEN FIGURINGHEADROOM CLEARANCE ON FRAMED OPENING IN ENDWALL, ENDWALL RAFTER MUST BE TAKEN INTO CONSIDERATION 3f ;';6.} SHORT PANELS ABOVE -FRAMED OPENING:WILL BE FACTORY CUT' WHEN LOCATION OF FRAMED OPENING IS GIVEN "C" `'7:)cOR FACTORY LOCATED'FRAMED OPENING, GIRTS WILL BE FACTORY CUT 8.) ON FIELD LOCATED FRAMED OPENING, LONG PANELS -AND GIRTS WILL HAVE TO BE FIELD CUT DOOR AND TRACK WELM LtIP (BY OTHERS) WN L PANEL DOOR JAMB TYPE 1 OR 2 _ SCREWS V-0' O.C. SCT_ TRBL LDED CLIP 1/2.0 x 1 1/4' A-307 HFX HD. DOLTS - - GIRTWALL PANEL SECTION THRU DOOR JAMB WALL PANEL TYPE T OR 2 SCREWS i'-O' O.C. OCT _ TRIM WALL PANEL DOOR HEADER CUT t CAL" AT DCT_ TRIM TYPE 1 OR, 2 DCT" TRIM SCREWS 1'-O' O.C. SECTION THRU DOOR HEAD DETAIL 'A' DOOR JAMB •A• 1'-0 1/2' E� DOOR JMIB Y 1 1/2-1 B. 3' A_ W1DED CLIP 4. •A• N 4. m . �....,, .. A307 HEX HD. BOLTS ROLL -UP DOOR WID1H DOOR GIRT DETAIL 'B' DETAIL 'C ANCHOR BOLT PLAN SECTION 'A" REVISIONS DRAWN DATE STANDARDS ALTTiw BY DATE 6Y FILE NAME JAL 5/2/91 BJH 1/26/e2 SED144 FRAMED OPENING CRC 5 96 JAL 1 13 00 CHECKED DATE PAGE NO. rcr 1/27/82 ROLL —UP DOOR 14-4 D70 SWING' RIGHT E DOORS ;HINGED 'ING. :TIVE). ;HED AS TACHED . Tf, IS I-6). TO BE JNECTIONS. .CTIONS) IM) TA JT PANEL CAULK )R PANEL )R FRAME UtIHIL H REVISIONS DRAWN DY PDM DATE 1/8/82 STANDARDS MOM FILE WE' SED145 BY DATE WALK DOORS JAL JAL 11 Z03/98 CHECKED BY TGT DATE 1/27/82 PAGE NO. 14-5 M DOOR WIDTH ANCHOR BOLT PLAN ISTANDARD WALK DOOR SWINGS RHR LHR OUTSIDE OF BUILDING 3070 AND 4070 DOOR SWING ERECTION PROCEDURES: 1.) SET DOOR FRAME IN POSITION OVER PRE- SET ANCHOR BOLTS. BOLT LOOSELY TO FOUNDATION. 2.) LEVEL HEADER AND ATTACH TO GIRT FROM INSIDE OF BUILDING ONLY W/TYPE 1 OR 2 SCREWS V-0''O.C.. 3.) PLUMB HINGE JAMB AND TIGHTEN ANCHOR BOLTS. 4.) FASTEN HINGES TO JAMB WITH SCREWS PROVIDED IN PACKAGE, THEN SCREW DOOR TO HINGES. 5.) USING DOOR AS SPACER, PLUMB STRIKER JAMB AND TIGHTEN ANCHOR BOLTS. 6.) FIELD CUT ANY, .GIRT -BELOW 7'-4", ADJACENT TO . DOOR FRAME. BOLT GIRTS AT MAIN BUILDING :COLUMN 'AND SLIDE GIRT INSIDE DOOR JAMB. ATTACH JAMB TO GIRT W/TYPE 1 2 SCREWS AT INSIDE OF BUILDING ONLY. 7.) DRILL 5/16" 0 HOLES IN FOUNDATION TO ATTACH THRESHOLD. USE THRESHOLD AS A TEMPLATE TO LOCATE HOLES. 8.) ATTACH HOOK STRIP AT OUTSIDE BOTTOM OF DOOR TO CLOSE THE CRACK BETWEEN THE ��� BOTTOM OF THE DOOR AND THE THRESHOLD WHEN DOOR IS CLOSED. USE THE SCREWS PROVIDED IN HOOK STRIP/THRESHOLD PACKAGE. RHR-A OUTSIDE OF BUILDING 6070 AND 8070 DOOR SWING (RIGHT HAND ACTIVE) RHR-A 9.) INSTALL PANELS AROUND DOOR. SHORT PANEL ABOVE DOOR OPENING TO BE CUT FROM FULL LENGTH PANEL PANELS AT JAMBS TO BE NOTCHED TO FIT OPENING. El% o LHR-A LHR-A OUTSIDE OF BUILDING 6070 AND 8070 DOOR SWING (LEFT HAND ACTIVE) 10.) SLIDE LONG LIP OF DCT_TRIM UNDER - PANELS AT DOOR HEADER. FLASHING SHOULD BE RAISED :1/2" ABOVE HEADER.. ATTACH .W/TYPE 1 OR 2 SCREWS V-0" O.C. SO THAT SCREWS>PASS .THROUGH PANELS, TRIM ;"DOOR 'HEADER'AND INTO GIRT. 11.) SUDE LONG UP OF SCT_TRIM UNDER PANELS AT DOOR JAMB. FLASHING SHOULD BE SET BACK 3/8" FROM JAMBS FOR CLEARANCE. ATTACH W/TYPE 1 OR 2 SCREWS 1'-O" O.C.. SCREW JAMB TO GIRTS BELOW 7'-4" FROM OUTSIDE. 12.) INSTALL LOCKSET IN DOOR LEAF ACCORDING TO INSTRUCTIONS PACKAGED WITH LOCKSET. (SEE 14-5B FOR FURTHER DETAILS) REVISIONS I DRAWN "DATESTANDARDS a gy. JAL 11/6/981 WALK DOORS CHECKM DATE BY (ERECTION PROCEDURES) JAL 11/9/98 FU NAME L :... SED145A PACE NO. 14-5A I WALL PANEL DCT_ TRIM ATTACH TO TA W/ TYPE 1 OR 2 SCREWS 1'-0" O.C. DOOR FRAME DOOR PANEL x� SECTION THRU DOOR HEAD HOOK STRIP FLARE ANCHOR DOOR PANEL THRESHOLD SECTION THRU DOOR SILL 314 DOOR FRAME ,— WALL PANEL I DOOR PANEL 3 8" SCT_ TRIM SECTION THRU DOOR JAMB ASTRAGAL k DOOR PANEL DOOR PANEL SECTION THRU ASTRAGAL 6070 & 8070 DOOR FRAME DOOR PANEL 11$e:Z9.gk8 TOBOLT TOP STRIKE OOR STRIKE BOTTOM BOLT REVISIONS DRAWN BY JAL DATE 11/9/98 STANDARDS AuiDGo FILE NAME SED145B Ery DATE WALK DOORS (DETAILED SECTIONS) CHECKED BY DJH DATE 11/11/98 PAGE No 1 4-5B DETAIL •A" TRIM PURUN — I \ C-SECTION JAMB DETAIL "B" DETAIL •C" TRIM PURUN J 7'-47, 'Z'.. GIRT . - L1 JAMB GIRT BELOW- 7•-4" Ll (IF REQ'D BY DESIGN) Aw F.F.E. *ERECTOR NOTE* FIELD SLIT Z-GIRT AND BEND UP AS REQ'D. TO HAVE 7'-2' CLEAR BELOW GIRT *ERECTOR NOTE* 5 31e WALK DOOR FRAME ATTACHES ONLY TO FRAMED OPENING JAMBS 5 3/4• WALK DOOR - FRAME JAMB TYPE 1 OR 2 SCREWS REQ'D. AT GIRr LOCATIONS iDSY►.0 Z-GIRT ZIP_ (TRIM PURLIN) ,. WALK DOOR FRAME HEADER (2) 1/2•A x 1' _ FIAT'.HEAD'BOUS W/NUTS JAMB lif- C-SECTION JAMB �i�III JAMB LI DETAIL "A' TYPE 1 OR 2 SCREWS 1'-0' O.C. * 1' 1 �m =v= ANCHOR BOUS W/J NUrS (BY OTHERS) DETAIL "C' (2) 1/20f x 1 1/4' A-307 HD( HEAD BOLTS W/NUPS �� 7'-4• "Z" GIRT (2) 1/2•flfx 1' FLAT HEAD BOLTS W/NUTS NUT (2) 1/2'0 x 1 1/4' A-307 HEX HEAD BOLTS W/NUTS GIRT DETAIL *B' L1 CLIP SLAB STANDARDS AUMM FU NAME' FRAMED OPENING PAGE NO. FOR WALK DOOR 14-6 L24 ( I L24 L1 �I TRIM PURLIN TRUE EAVE STRUT J �_ L24 JAMB EXTENDER I DETAIL 'A" I L24 TRIM PURLIN — C-SECTION JAMB DETAIL "B" *ERECTOR NOTE* FIELD SLIT Z-GIRT AND' BEND UP AS REQ'D. '100 ILL, Z-GIRT Ll` _ ZTP" o (TRIM PURLIN) TRUE EAVE STRUT II L � JAMB EXTENDER — L24 (FASTEN .W/ (4) TYPE 1 OR f 2 SCREWS) c a HEADER TRIM PURLIN 7* GIRT FRAMED OPENING JAMB HEADER 'Z' GIRT Ll FLIT HEAD BOLTS w/NUFS L1 DETAIL "l DETAIL "A" REVISIONS DRAWN BY JAL DATE 4/25/00 STANDARDS AlJTOCAD FILE NAME- sm"sA DATE JAMB EXTENDER DETAIL (L24 INSTALLATION) CHECKED BY JAL DATE 5/01/00 PAGE NO. 14-6A C—SECT. HEADER/GIRT (2) 1 /2"0 X (2) 1 /2"0 X 1 1 /4" T" FLAT HEAD HEX HD. BOLTS W/NUTS BOLTS W/NUTS L1 C—SEJAMBCT. SECTION THRU C-SECT: HEADER/GIRT Z—SECT. HEADER/GIRT »o, Z�SECT,. HEADER/GIRT TRIM PURLIN —1 (2) 1/2"0 X — 1" FLAT HEAD BOLTS W/NUTS (2) 1/2"0 X 1 1/4" HEX HD. BOLTS W/NUTS L1 C—SECT. » » JAMB B -4*-- L1 C-SECT. JAMB C—SECT. HEADER/ GIRT SECT. "A" -"A" _ZTP_ —No. (TRIM PURLIN) ' C—SECT. JAMB NOTE: FIELD SLIT Z-SECT. AND BEND UP AS REQ'D. - L1 SECTION THRU Z-SECT. HEADER/GIRT SECT. "B"-"B" L1 W/ (2) 1 /2 X 1 " FLAT I C—SECT. C—SECT. HEAD BOLTS W/NUTS I` JAMB JAMB Lt F.F.E. °•a ea• ° a yes•' �'°•,s. •°e `•es• .. a a s ` 2) ANCHOR BOLTS �BY "C" OTHERS) SECTION THRU F.F.E. SECT. "C"-"C" REVISIONS DRAWN DATE STANDARDS AtnOGD .: ITY Fill NAME BY DATE + JAL 10/14/98 GENERAL- FRAMED OPENINGS SM146B CHEBY DATE(W/COLD-ROLLED PACE ND. MEMBERS) JAL 10/16/98 14-66 "A" Z =A= TRIM + a PURUN o � I � o �\K m TRIM PURLIN Lt JAMB "A• 1 Iv :r -, L1 (2) 1/2"0' x 1 1/4" A-307 HEX HEAD BOLTS W/NUTS 7'-40 Z-SECTION GIRT E 1_—(2) 1/2'fi'x 1= FIAT HEAD BOLTS W/NUTS D ETAI L "A" 8" BACK-TO- 8 " -SECTION BACK C-SECTS. T T 8" C-SECT. [E—A e I n BHTP_/BHTPG_ n 8ZTP_/8ZTPG_ oi (TRIM PURLIN) (TRIM PURUN) SECTION "A —A" ALTERNATE CONDITION d 10�: Z-SECTION 10" BACK-TO-BACK C $-SECT. -��: f 1 10" C-SECT. -- —J il� i,� a = 10HTP_/10HTPG- = ZTP_/IOZTPG_ �I (TRIM PURUN) �� 1-10(TRIM PURLIN) ALTERNATE CONDITION ALTERNATE CONDITION REVISIONS DRAWN DATE STANDARDS mmm BY DATE JAL 8/01/00 HEADER CONDITIONS sEDI*C CHECKED DATE PAGE NO. 9f s�o4�oo BELOW 7'-4" GIRT 14_6c FULL ASSEMBLY. REAR COVER REAR MOUNTING BRACKET PLATE ANSI CYLINDER MUST BE _ % VERTICALL bjSkj�/ S!•� PUSH W NOTE: DEPRESS PULL BAR FULLY TO CUT TO PROPER LENGTH. FRONT COVER r` Sol LATCH MOUNTI G SCREW NOTES 1) PANIC DEVICES ARE AVAILABLE FOR ALL SWING DOORS. 2) SEE INSTRUCTIONS PACKED WITH PANIC HARDWARE FOR INSTALLATION. MOUNT KEYWAY IN KNOB VERTICALLY 3/160 OF CYL CONNECTING BAR SHOULD PROJECT BEYOND INSIDE FACE OF DOOR 1/5/82 DATE 2/9/82 NOT THIS - KEYWAY END PLUG TOP OF DOOR TOP CHANNEL KNOB END PLUG SCREW TOP SLIDE BOLT DETAIL ..GUIDE KNOB TOP CHANNEL END PLUG BOTTOM OF DOOR FLOUR � STRIKE�� END PLUG SCREW BOTTOM' SUDE' BOLT DETAIL' ` FMa N. STANDARDS AUTDCAD FILE NAME SED147 PANIC HARDWARE P� N0. 14-7 1 VIEW SHOWING STANDARD INSTALLATION OF CLOSER (MOUNTED ON HINGE SIDE OF DOOR) LEFT HAND RIGHT HAND t HINGE SIDE % ATTACH SHOE `OF DOOR) � ATTACH SHOE TO HEADER 7Y WWW TO HEADER USE INDEX T-!��USE INDEX MARK 1 1 MARK 1 4 GENERAL NOTES: 1.) DOOR CLOSERS ARE AVAILABLE FOR ALL SWING DOORS. 2. SWING DOORS do FRAMES TO BE FIELD MODIFIED FOR CLOSER ATTACHMENT. 3.) DOOR CLOSERS MAY BE INSTALLED IN THE STANDARD OR ALTERNATE POSITION. 4.) SEE INSTRUCTIONS PACKAGED WITH DOOR CLOSERS FOR., HOLE, DIMENSIONS. , /- DOOR HEADER traFw DOOR I11• VHINGE >ta� + OF DOO USE INDEX SOFFIT BRACKET 0 1197',�—usE IN MARK 12 +HEADER PARALLEL ST :IO LEFT HAND RJR HAND HINGE SIDE% \TTADN SHOE �� DOOR J ATTACH SHOE f0 DOOR TO DOOR ice+ "ems USE REVISIONS D+JDATE 2 STANDARDS AUTOGID FILE NAME: S0148 B DATE DOOR CLOSER RMS �`s' °°CH 82 PAGE NO. 14-8 NOTE: DIE -FORMED ROUND VENT BASE (WHITE ONLY) IS APPLICABLE FOR 1/12 ROOF VENT SLOPES ONLY. ALL OTHER ROOF PITCHES WILL REQUIRE A FLAT BASE (SEE 14-9A). VENT SKIRT Pb* ,PURLINS Mc' "D �C RIDGE'PANEL .Am f VENT� .S. ROOF PANEL ROOF PANEL 1�+ _ MASTIC (AT°;ENDLAPS) PFAK'" PURUN "A" INSTALLATION OF OPERATOR CHAIN 1 1/2' PU:R:S* EYE BOLT _ 3/16'x2'x1 3/16' PLASTICEYE. W/DBL.,NU COATED CABLE HOOK_ 'S' HOOK 1 1/2' PULLEY DETAIL 'C' REVISIONS EYE BOL 3/16' x 2' EYE W/DBL 3/16' PLASTIC COATED CABLE DAMPER ,',-VENT BASE r VENT SKIRT ERECTION PROCEDURE: THE VENT WILL TAKE THE PLACE OF (1) RIDGE PANEL. ERECT IN SAME SEQUENCE AS RIDGE PANEL PLACE 1 1/2' PULLEYS ON PURLINS AND GIRTS (AS SHOWN) AND RUN CABLE. 3/16' PLASTIC COATED CABLE CLAMP )OK DRAWN DATE STANDARDS AUTOCW _ BY . RLENAVE TH 1/6/82 ROUND VENT SED149 C (SR2 RIBBED BASE) BYDATEPAGE TGT 1/27/82 14-9 VENT SKIRT PEAK PURL] R. „C, "D TYPE SCREWS VENT 0 PA 6' D.C. PANELwHIGH 0 EACH END & AT EACH 'S' HOOK VENT END & TOP CLOSURE VENT BASE TOCLOSURE ROOF PANEL W/PMASTIC "A" INSTALLATION OF OPERATOR CHAIN 1 t/z' PULLEY EYE BOLT 3/16' x 2' x 3/16' PLASTIC EYE W/DBL N COATED CABLE 'S' HOOK _ DAMPER VENT BASE VENi!.. SKIRT' TOP CLOSURE PEAK fj D BOTTOM TOP PURLIN MID BOTTOM PULLEY SECTION THRU VENT ASSEMBLY ERECTION PROCEDURE: THE VENT WIL6tT*fjHE PLACE OF (1)' RIDGE PANEL ERECT -IN SAME SEQUENCE. WHEN YOU REACHiE DESIRED LOCATION, PLACE A RIDGE PANEL TO EITHER SIDE TO k FORM AN OPENING: PLACE MASTIC AT THE NEAREST HIGH OF THE PANELS ON EITHER SIDE. PLACE MASTIC ACROSS THE ROOF PANELS NEAREST THE OPENING. PUT A TOP CLOSURE ON TOP OF THE MASTIC ON ROOF PANELS AND THEN PLACE MASTIC ON TOP OF CLOSURE. PLACE VENT ON TOP OF MASTIC AND CENTER ON RIDGE. SCREW VENT SKIRT TO PANELS WITH TYPE 1 OR 3 SCREWS AS SHOWN. PLACE 1 1/2' PULLEYS ON PURLINS AND GIRTS (AS SHOWN) AND RUN CABLE. 3/16' PLASTIC COATED CABLE DETAIL 'A' DETAIL 'B' Y HOOK EYE BOLT CABLE CLAMP 3/16' x 2' x 1/2' EYE W/DBL NUTS 1 1/2' PULLEY 3/16' PLASTIC 'S' HOOK COATED CABLE DETAIL 'C' DETAIL b' a, REVISIONS DRAWN BY TH DATE 1/6/82 STANDARDS AUTOCAD FILE NAME SED149A By DATE ROUND VENT (FLAT BASE) Tic CHECKED BY TGT DATE 1/27/82 PAGE NO. 14-9A 4/12 TES- 3/12 • .1SCREEN 1 • 1.) VENTS ARE TO BE FIELD LOCATED. THROATVENT 1' UNPAINTED, PEAK WITH BIRDSCREEN, WITH OR kURL.INSDAMWITHOUT SKIRT 3.) FOR: CONTIN666S, MONOVENT SYSTEM, `\INSTALLATION PROCEDURE RIDGE PANEL N VENT I- ^ ANGLE TOP CLOSURE TYPE 1 OR 3 SCREWS ENDCAP SKIRT 1'-D" O.C. MASTIC RIDGE PANEL SECTION "Y" 1.) WHILE PANELING ROOF, OMIT (3) RIDGE PANELS FOR VENT OPENING AT DESIRED LOCATION 2) vBACKL {f�jRIDGE PANEL 1'-0' LEAVING_ A 1Vo* OPENING. (SR2 PANEL. ONLY) 3.) APPLY CONTINUOUS STRIP OF MASTIC ACROSS BOTH SIDES AND ENDS OF. OPENING AS SHOWN. 4.) PLACE TOP CLOSURES ON MASTIC ALONG EACH SIDE OF VENT SKIRT. APPLY ANOTHER STRIP OF MASTIC ON TOP OF CLOSURE. 5.) IF DAMPER IS USED, ATTACH 3/16' PLASTIC COATED CABLE TO OPENER CABLE. 6.) SET VENT IN PLACE OVER BOTH PANEL SIDELAPS AND ATTACH WITH TYPE 1 OR 3 SCREWS. (4) PER EACH END AND (1) ON EACH MAJOR RIB OF ROOF PANEL ENDCAP MODIFICATIONS (IF REQUIRED ENDCAPS WILL BE FACTORY PRE-CUT FOR 1/2/12 TO 4/12 ROOF SLOPES. IF FIELD MODIFICATIONS ARE REQUIRED, USE ENDCAPS THAT REPRESENT 2/12. 3/12, 4/12 ROOF PITCHES. SELECT THE APPROPRIATE DOT TO REPRESENT THE MODIFIED ROOF PITCH. SCRIBE TWO LINES FROM THE LOWER CORNERS OF THE ENDCAP INTERSECTING AT THE DOTS. REMOVE THE AREA OUTLINED BY THE SCRIBED LINES AND INSTALL THE END SKIRT OR THE SPLICE GUTTER AS REQUIRED. DRAWN BY DATE STANDARDS AUT= FlLE NAME TH 1/6/62 �� MONOVENT (INSTALLATION PROCEDURES) S01410A CHEF DATE PAGE NO TGT 1/27/B2 14-10A Im 1)C 11 DETAIL "A" 3/16" CABLE CLAMP i, ),A„ >,r)„ 1NSTALLATIONOF OPERATOR CHAIN` EYE BOLT 6" x 2" x 1/2" W/DBL. NUTS "S" HOOK 'LASTIC COATED CABLE - EYE BOLT - 3/16" x 2" x 1/2" EYE W/DBL. NUTS _3/16" PLASTIC - COATED CABLE Lu DETAIL "B" rm 1 1/2" PULLEY "S" HOOK �/ 1 1/2"J L"S" HOOK DETAIL "C" PULLEYDETAIL "D" REVISIONS , DRAWN DATE STANDARDS Tic 5 DATE BY FIE ME, 9 TH 1/6/82 MONOVENT JAL 6 12 00 CHECKED. DALE PAGE N0. BY (INSTALLATION OF OPERATOR CABLE) 14-106 TGT 1/27/82 ENDCAP SKI (W/MASTIC) 1A RI PANEL PEAK 1 PURLINS TOP CLOSURE (W/MASTIC TOP do BOTTOM) _F SHEET HIGH RIB GUTTER SPLICE ��. 1• 1SURE 1.1[cimokiT7 3/16" PLASTIC 3/16" COATED CABLE CABLE CLAMP LEVER INVERT GIRT "S" HOOK LEVER PACKAGE DETAIL (SEE 14-11B FOR OPERATOR INSTALLATION) TOP'CLOSURE: APPLY MASTIC ABOVE AND BELOW TOP CLOSURE PRIOR TO INSTALLATI01 VENT ENDCAP ENDCAP SKIRT .MASTIC HIGH RIB OFJ ROOF SHEET ENDCAP SKIRT INSTALLATION POP RIVET THE ENDCAP SKIRT TO THE ENDCAP AND PLACE ON ROOF SO THAT THE UP OF THE SKIRT FALLS OVER THE HIGH RIB OF THE SHEET. (NOTE: APPLY MASTIC UNDER THE SKIRT) im GUTTER..,. - -.. 1_ _: 1 •11 Wool SPLICE GUTTER INSTALLATION ATTACH VENT TO THE ROOF WITH TYPE 1 OR 3 SCREWS AND POSITION THE SPLICE GUTTER UNDER THE CENTERLINE OF THE ENDCAP. POP RIVET THE SPLICE GUTTER TO THE HIGH RIB OF THE ROOF SHEET AND PLACE THE ADJOINING VENT OVER SPLICE GUTTER (NOTE: SPLICE. GUTTER IS TO BE INSTALLED OVER TOP CLOSURE) INSTALL FASTENERS AT EACH HIGH RIB NOTE: FASTEN VENT TO ROOF PANEL W/ TYPE 1 OR 3 SCREWS 1'-0" O.C. CROSS SECTION COMBINATION SKIRT & GUTTER DRAIN REVISIONS DRAWN BY PDM DATE" ` 1/6/82 STANDARDS AUTOCAD FILE NAME: SED1411A BY DATE CONTINUOUS MONOVENTS (INSTALLATION' PROCEDURES) ik JAL JAI 6 13 WO CHECKED TBY DATE 1/27/82 PAGE NO. 14-11A APPROX. 4" GAP PULL BAR CONNECTIONS FROM TOP OF ROOF 1ST VENT I 2ND VENT DAMPER INSTALL THE 1ST VENT IN A CONTINUOUS RUN POSTION AND FASTEN IN PLACE WITH CLOSURES INSTALLED (NOTE DIRECTION OF PULL). POSMON CABLE "A" PULL BAR 2ND VENT IN LINE WITH THE 1ST ® LEAVE A GAP BETWEEN THE TWO OF APPROXIMATELY 4". LIFTER ARMS REACH UNDER THE 2ND VENT `& GRASP -THE,.; SPLICE GUTTER APPROX. 4" GAP PULL BAR LINKAGE. PULL THE LINKAGE TOWARD TURNBUCKLE LINKAGE THE PULL OF THE 1ST VENT & INSERT THE LIFTER ARMS ROLLERS LINKAGE INTO THE HOLE IN THE END OF THE DIRECTION OF VENT: INSTALLATION— PULL BAR. SECURE WITH WASHER, NUT & BOLT SUPPLIED. AFTER INSTALLING THE LINKAGE, ATTACH THE SPLICE GUTTER TO THE HIGH RIB NOTE: RECOMMENDED PULL LENGTH OF 9" VENT IS 4 UNITS: OF THE' SHEET SO THAT IT IS CENTERED UNDER 12.VENTS IS 3 UNITS. THE ENDCAP OF•j1,);IEjg, ST VENT. PUSH THE 2ND s F . VENT TOWARD TWUSIAVENT UNTIL THE y ENDCAPS BUTT T(> ER, AS THE 2ND VENT PULL MOVES TOWARD THEN, THE DAMPER WILL PULL _BARRISE TO ASSUME THE SAME POSITION AS THE BAR _-. 1ST VENT. INSTALL CLOSURES UNDER THE 2ND TURNBUCKLE VENT & POSITION 3RD VENT IN LINE & REPEAT DETAIL "A° LINKAGE THE ABOVE PROCESS UNTIL ALL VENTS IN THE CONTINUOUS RUN ARE INSTALLED. ENDWALL OPERATOR "ANGLE SUPPORT ATTACH 3/16° CABLE TO THE PULL BAR AND pU� PASS THRU A PULLEY LOCATED BETWEEN THE (BY OTHERS) PEAK PURLINS AND DROP TO THE OPERATOR LEVER ARM. NOTE: LEVER ARM MAY BE MOUNTED 3/16" CABLE ON COLUMN OR GIRT. LOCK LEVER ARM DOWN PULL TO CLOSE TO CLOSE VENT; RELEASE PRESSURE ON CABLE TO OPEN VENT. -L - SIDEWALL OPERATOR PU1110 C PDM CHECKED BY TGT IF SIDEWALL OPERATOO OF VENTIALTOR IS DESIRED, ATTACH TTi-PULL CABLE OR CHAIN TO THE END OF PULL -„BAR AND THREAD THRU A PULLEY INSTALLED BETWEEN PEAK PURLINS. ATTACH A PULLEY TO THE EAVE STRUT AND THREAD THE CABLE THRU IT AND DROP TO THE OPERATOR LEVER. ATTACH THE LEVER OPERATOR TO THE GIRT OR COLUMN AND ADJUST THE LEVER POSITION SO THAT THE LEVER IS IN-: FULL DOWN POSITION WHEN THE DAMPER IS FULLY CLOSED. NOTE: PULL LEVER DOWN TO CLOSE DAMPER: RELEASE TENSION ON LEVER TO OPEN DAMPER. (DAMPER IS SPRING LOADED & WILL OPEN AS TENSION IS RELEASED.) DATE STANDARDS ATOM ME NAME 1/6/62 CONTINUOUS MONOVENTS SED1411B DATE PAGE NO. 1/27/821 (OPERATOR INSTALLATION) I14-11B WALL PANEI LOUVI BASE ANGLE GENERAL NOTES: 1.) LOUVERS WILL BE FIELD LOCATED 2.) WALL PANELS ABOVE AND BELOW LOUVER OPENING WILL BE FIELD CUT 3.) ONE SFTI TUBE WILL BE PROVIDED AT EACH SIDE OF LOUVER - AT NEAREST. PANEL 'HIGH' ' „ ERECTION PROCEDURES: 1.) ATTACH SFTI'S TO GIRT AND BASE MEMBER WITH TWO (2) TYPE`T OR 2 SCREWS PER TUBE. IF JOB HAS "PBS' AT BASE, REFER TO 14-12A FOR, -"A HMENT. 2.) "PLACE WALL PANELS AS PER., PANEL. INSTALLATION INSTRUCTIONS. '' 3.) CUT THE ROUGH OPENING IN THE WALL PANELS. OPENING SHOULD BE 1/2' LARGER THAN LOUVER SIZE. 4.) SLIDE DCT_ TRIM AT TOP OF LOUVER OPENING. 5.) SLIDE THE LOUVER INTO PLACE. 6.) PLACE TOP CLOSURE AT SILL. 7.) FASTEN LOUVER WITH FOUR (4) TYPE 1 OR 2 SCREWS INTO THE HEAD, SILL & TUBES. 8.) APPLY A 1/4" BEAD OF CAULKING AT TOP OF LOUVER. SFTI (1" X 1" 9 TUBE) HIGH PANEL ERECTION NOTES: RIB TYPE 1 OR 2 SCREWS II 1.) SFT1 TUBE.SCREWS WILL BE I I BASE ANGLE STARTED FROM INSIDE THE BUILDING. I I 2.) THE DCT_._. AT TOP OF THE LOUVER II F.F.E. WILL BE'THE WALL PANEL COLOR. I. 3.) INTERMEDIATE TUBE SUPPORTS ARE a NOT REQUIRED ON MULLED LOUVERS. DETAIL "A„ NOTE: SEE PAGE 14-12A FURTHER DETAILS FOR REVISIONS DRAWN RSH DATE 1/06/82 STANDARDS AUTOGID FILE NAME: SEDUM2 BY DAIS LOUVER Tic lrz-2�W7 JAL 1 09 91 CHECKED BY RGB DATE 1/27/82 PAGE NO. 14-12 JAL 10 14 98 WALL TYPE 2 SC DCT_ BIRD" TYPE 2 SC GIRT LOUVER SFTI WALL PANEL BIRDSCREEN —1 R. TYPE 1 OR WALL PANEL TOP CLOSURE ,. 2 SCREWS SECTION "A"—"A"I SECTION "B" ® JAMBS 16 GA. JAMBS FOR WALL GIRT WALL GIRT SUPPORTS WALL GIRT P100 LOUVER P100 o F SFTI SFTI t WALL PANEL I 6" LOUVER WIDTH 6" SECT. THRU LOUVER W/WALL GIRT REQ'D. 1N S.F. LO (2) #10 x 1" S.D. PBS SFTI LOW PROFILE SCREWS "DF TSI WALL PANEL F.F.E. TSI WALL PANEL SFn SECTION THRU BASE W/0 NOTCH (W/PANEL SECTION "D—D" BASE SUPPORT) REVISIONS DAWN RSH DATE 1/06/82 STANDARDS AUMCAD FlL NAME SED1412A gy DAB : - LOUVER JAL JAL 9 °' 98 JAL 5 19 00 CHECKED BY RGB DATE 1/27/82 PAGE N0. 14-12A WALL PANELS GENERAL NOTES: WINDOW 1.) WINDOWS WILL BE FIELD LOCATED " 2.) WALL PANELS ABOVE AND BELOW WINDOW DETAIL A OPENING WILL BE FIELD CUT 3.) ONE SFTI TUBE WILL BE PROVIDED AT EACH SIDE OF WINDOW AT NEAREST PANEL HIGH 7,_4„ ERECTION PROCEDURES: "A GIRT 1.) ATTACH SFTI'S TO GIRT AND BASE MEMBER \\ \ WITH TWO (2) TYPE 1 OR 2 SCREWS PER TUBE. IF JOB HAS "PBS" AT BASE, REFER \ \\ TO 14-13A FOR ATTACHMENT. 2.) PLACE WALL PANELS AS PER PANEL INSTALLATION INSTRUCTIONS. SFTI 3.) CUT THE. ROUGH, OPENING IN THE WALL PANELS. OPENING. SHOULD BE 1/2" "A" LARGER THAN WINDOW SIZE. 4.) PLACE THE FIN ADAPTER ON THE WINDOW. 5.) SLIDE THE WINDOW INTO PLACE. 6.) PLACE BOTTOM CLOSURE AT HEAD k SILL. 7.) FASTEN WINDOW WITH FOUR (4) TYPE 1 DETAIL "B" OR 2 SCREWS INTO THE HEAD, SILL AND TUBES. BASE ANGLE 8.) INSTALL FLASHING TRIM. 9.) APPLY A 3" BEAD OF CAULKING AT TOP CORNERS OF WINDOW. NOTE: SEE PAGE 14-13A FOR ERECTION NOTES: FURTHER DETAILS 1.) THE FIN ADAPTERS SHOULD BE BEHIND THE PANELS. 2.) SFTI TUBE SCREWS WILL BE STARTED FROM INSIDE THE BUILDING. TYPE 1 OR 2 SC GIRT HIGH .PANEL - � � RIB�. BASE BEWS ANGLE TYPE 1 OR 2 SCREWS SFTI (1" X 1"}2I TUBE) SELF -FLASHING WINDOW G F.F.E. 14 DETAIL "A" DETAIL "B" REVISIONS DRAWN BY MEL DATE 1/6/62 STANDARDS ATTTOCAD FILE NAME: D113 BY DATE SELF -FLASHING WINDOW HORIZONTAL SLIDE SH ' 1 4 85 Tic 30 JAL MAT' 91 CHECKED RGB DATE 1/27/82 PAGE NO. 14-13 ML WALL PANEL BOTTOM WINDOW FRAME WINDOW FRAME - BOTTOM CLOSURE WALL SECTION "A" -"A" WALL GIRT P100 - I ° L - - �°J 7'-4" GIRT RIB FIN ADAPTER SFTI WINDOWALL GLASS FRAME � . ki-L PANEL TYPE 1 OR � TYPE 1 OR 2 SCREWSS FLASHING TRIM 2 SCREWS -GLASS SECTION "B" AT PANEL HIGH _GLASS FLAT FIN ADAPTER EDGE OF PANEL OUTSID4OR 1 4" TYPE 1 OR = WINDOW FRAME 2 SCREWS SFTI GLASS TYPE,I FLASHING TRIM' 2 SCREWS SECTION "B" AT. PANEL LOW 16 GA. JAMBS FOR WALL GIRT SUPPORTS WINDOW SFT1 I SFT1 WALL PANEL 6" WINDOW WIDTH 6" SECT. THRU WINDOW W/WALL GIRT REQ'D. IN S.F. WII WALL GIRT _P100 of WALL PANEL AREA (2) LOW #10 x 1" PROFILE S.D. SCREWS "D" PBS SFTI PBS F.F.E. TSI TSI WALL PANEL n SFTI SECTION "D-D" SECTION THRU BASE W/0 NOTCH (W/PANEL BASE SUPPORT) REVISIONS DRAWN BY MEL DATE 1/6/82 STANDARDS AUr0CAD RLE WE °"'� g, DATE SELF -FLASHING WINDOW HORIZONTAL SLIDE JAL ilg/2,i CHECKED RGB DATE 1/27/82 PAGE NO. 14-13A JAL 5 19 00 WALL PANELS BASE ANGLE NOTE: SEE PAGE 14-14A FOR FURTHER DETAILS 11 HIGH PANEL RIB WINDOW SPECIFICATIONS: FINISH: BRONZE 'FFI GLASS: GLAZED WITH 1/8' GRAY TEMPERED GLASS OR 7/16" HERMETICALLY SEALED -4" DOUBLE TEMPERED GLASS. ;IRT STANDARD SIZES YO" GENERAL NOTES: 1.) WINDOWS WILL BE FIELD LOCATED 2.) WALL PANELS ABOVE AND BELOW WINDOW OPENING WILL BE FIELD. CUT 3.) ONE SFTI TUBE WILL BE PROVIDED AT EACH SIDE OF WINDOW AT )OW , _ , ,- :..NEAREST�A EL HIGH ERECTION'PROEEDURES. ' 1.) ATTACH SFTI'S TO GIRT AND BASE MEMBER WITH TWO (2) TYPE 1 OR 2 SCREWS PER TUBE.. IF JOB. HAS PBS AT BASE, REFER TO 14-14A FOR ATTACHMENT. 2.) PLACE WALL PANELS AS PER PANEL INSTALLATION INSTRUCTIONS. 3.) CUT THE ROUGH OPENING IN THE WALL PANELS. OPENING SHOULD BE 1/2" LARGER THAN WINDOW SIZE. 4.) PLACE THE FIN ADAPTER ON THE WINDOW. 5 SD SFTI (1" X 1" TUBE) ) FI E THE WINDOW INTO PLACE. 6) PLACE BOTTOM C TYPE 1 OR 2 BASE ANGLE F.F.E. a a DETAIL "A" REVISIONS T MEL 2/08/82 CHECKED DATE BY TGT 2/10/82 LOSURE Al HEAD AND SILL. 7.) FASTEN WINDOW WITH FOUR (4) TYPE 1 OR 2 SCREWS INTO THE HEAD, SILL AND TUBES. 8.) INSTALt FLASHING -TRIM. 9.) APPLY A 3" BEAD OF CAULKING AT TOP CORNERS OF WINDOW. ERECTION NOTES: 1.) THE FIN ADAPTERS SHOULD BE BEHIND THE PANELS. 2.) SFT1 TUBE SCREWS WILL BE STARTED FROM INSIDE THE BUILDING. WHEN THE WINDOW SETS ON A SLAB THERE WILL BE NO SILL ATTACHMENT. STANDARDS SELF -FLASHING WINDOW SLIM LINE AUR)C!D FILE NMIE SED1414 PAGE NO. 14-14, WALL PANEL I BOTTOM CLOSURE WINDOW FRAME I WINDOW FRAME SECTION "A" -"A" WALL GIRT P100 7'-4"GIRT 1 J TYPE 1 OR 2 SCREWS GLASS GLASS WALL PANEL -J 6" -SECT. THRU WINDOW W (2) #10 K 1" S.D. LOW PROFILE SCREWS RIB FIN ADAPTER SFTI WINDOW FRAME WALL GLASS PANEL TYPE 1.OR FLASHING TRIM 2 SCREWS SECTION "B" AT PANEL HIGH FLAT FIN ADAPTER EDGE OF PANEL OUTSIDE GIRT LINE 1 4" WINDOW FRAME SFTI LcLAss olp ro ; TYPE FLASHING TRIM 2 SCREWS ,. SECTION 'T AT PANEL LOW 16 GA. JAMBS FOR WALL GIRT SUPPORTS WINDOW - SFT1 I SFT1- WINDOW WIDTH [ 6" L. GIRT REQ'D. IN S.F. PBS SFTI TSI P100 r WALL GIRT WALL PANEL - AREA F.F.E. SFTI "_j L_ WALL PANEL D SECTION THRU BASE W/O NOTCH (W/PANEL v SECTION "D-D" BASE SUPPORT) REVISIONS DRAWNAU MEL DATE 2/8/82 STANDARDS AUTOCAADE SED1414A BY DATE SELF -FLASHING WINDOW SLIM LINE JAL 91 JAL 4 JAL 10 2 98 CHECKED fff TGT DATE- 2/10/82 PAGE NO. 14-14A JAL 5 19 °° DCT— GENERAL NOTES: WF7 (FRAMING ANGLE) 1.) LOUVERS WILL BE FIELD LOCATED LOUVER „A" 2) WALL PANELS ABOVE AND BELOW THE LOUVER OPENING WILL BE _ " FIELD CUT SCT_ GIRT 3.) ONE WF7 FRAMING ANGLE WILL BE PROVIDED AT EACH SIDE OF LOUVER. BIRDSCREEN "B" ERECTION PROCEDURES: "SA" WALL "A" 1.) ATTACH WF7 FRAMING ANGLE TO PANEL SCT — GIRT AND BASE MEMBER ,WITH :TWO (2)J10 X 1" B.D. LOW PROFILE SCREWS PER WF7 FRAMING:ANGLE: DCT — 2.) PLACE WALL PANELS AS PER WALL PANEL INSTALLA11ON INSTRUCTIONS. 3.) CUT THE ROUGH OPENING IN - BASE ANGLE THE WALL PANELS. THE OPENING SHOULD BE 1/2° LARGER THAN LOUVER SIZE. DETAIL "A" 4.) SLIDE THE LOUVER INTO PLACE. 5.) INSTALL DCT_ TRIM AT TOP AND SILL AND SCT_ TRIM AT SIDES OF LOUVER OPENING. 6.) FASTEN DCT_ TRIM AND SCT_ TRIM TO LOUVER WITH TYPE 1 WF7 (FRAMING ANGLE) OR 2 SCREWS 1'-0° O.C.. WALL PANEL I #10 x 1 ° S.D. LOW ERECTION NOTE: I PROFILE SCREW. INTERMEDIATE WF7 FRAMING ANGLE SUPPORTS ARE NOT - r - BASE ANGLE: REQUIRED ON MULLED LOUVERS F.F.E. NOTE: SEE PAGE 14-15A FOR Id FURTHER DETAILS DETAIL "A" REVISIONS DRAWN DATE STANDARDS BY DATE BY FIE MAE-- JAL s 1s 00 JAL 10/6/98 NON-SEV FLASHING LOUVER SED1415 CHECKED DATE IN "SA" TYPE WALL PANELS PAGE NO. BY DJH 10/7/98(W/FRAMING ANGLE) 14-15 "SA" WALL PANEL TYPE 1 OR 2 SCREWS DCT__TRI M BIRDSCREEN DCT__ TRIM TYPE 1 OR 2 SCREWS ..,_ "SA" WALL PANEL a;c. r '.. LOUVER BIRDSCREEN WALL4GIRT fl, SECTION "A"" "A 7'-4" GIRT — LOUVER WF7 (FRAMING ANGLE) TYPE 1 OR 2 SCREWS 1'-0" O.C. SECTION "B" @ JAMBS - 16 GA. JAMBS FOR WALL GIRT SUPPORTS LOUVER WF7 WF7 - WALL GIRT a� vl I �' — SCT__ TRIM — -'o ' F ' "SA" WALL PANEL 6" LOUVER WIDTH 6" SA" WALL PANEL SECT. THRU LOUVER W/WALL GIRT REQ'D. IN NON -SELF FLASHING LOUVER AREA REVISIONS DRAWN BY JAL DATE 10/9/98 STANDARDS Affoq,D FlLE NAME: sm1415A BY DATE NON —SELF., FLASHING LOUVER IN "SA" TYPE WALL PANELS (W/FRAMING ANGLE) CHECKED BY DJH DATE. 10/14/98 PAGE NO. 14-15A BU(G FLAP SLIDE DOOR PANEL LEFT HAND SUDE(AS SHOWN) FdGHT HAND , ,.. HAND) STANDARD DOOR SIZES m 1 o'-o' 12'-0' 12.-6" x 1 All DOORS 20'-0' k 24'-0" BE USED ABOVE CAN BE USED NOTES: 1.) DOORS ARE SHIPPED KNOCKED DOWN FOR ASSEMBLY IN THE FIELD. 2) DOOR.LEAF PANELS WILL BE THE SAME COLOR AS THE .WALL PANELS. 3.) DOOR PANELS WILL BE FURNISHED CUT TO THE PROPER LENGTH. 4.) FACTORY LOCATED SLIDING DOORS INCLUDES FACTORY CUT WALL GIRTS AND PANELS TO THE PROPER LENGTH. 5.) ANCHOR BOLTS ARE BY OTHERS. SEE ANCHOR BOLT PLAN AND ERECTION DRAWINGS FOR DOOR LOCATION. DRAWN BY BJH DATE 1/6/82 STANDARDS AUTDCAD FILE NAMES SED1416 SINGLE SLIDE DOOR CHECKED DATE PAGE NO. BY RG 1/27/82 14-16 POP RIVET 4 V_ BUG FI SLIDE DOOR PPNa SECTION THRU DOUBLE SUDE DOOR DRAWN DATE BY BJH 1/6/82 CHECKED DATE BY RG 1/27/82 STANDARD DOOR SIZES AVE HT. DOUBLE SLIDING 10'-0* 15'-0' x 8'-0* 12'-0' ALL DOORS ABOVE CAN BE 15'-0* x 10'-0" 20'-0' x 10'-0* 14'-0* ALL DOORS ABOVE CAN BE 15'-0' x 12'-0' 16'-0* x 14' all NOTES: 1.) DOORS ARE SHIPPED KNOCKED DOWN FOR ASSEMBLY IN THEE FIELD. 2.) DOOR LEAF PANES WILL BE THE SAME COLOR AS THE'WALL PANELS. 3.) DOOR PANELS Al BE FURNISHED CUT TO THE PROPER LENGTH. 4.) FACTORY LOCATED SLIDING DOORS INCLUDES FACTORY CUT WALL GIRTS AND PANELS TO THE PROPER LENGTH. 5.) ANCHOR BOLTS ARE BY OTHERS. SEE ANCHOR BOLT PLAN AND ERECTION DRAWINGS FOR DOOR LOCATION. STANDARDS AUTow FILE NAME S01417 DOUBLE SLIDE DOOR PAGE NO. 14-17 SLIDE DOOR PANEL n SLIDE "D ERECTION PROCEDURES: NOTE: FIELD CUT ONE PANEL PER LEAF, ALONG CENTER LINE, SO THAT LOWS OF PANELS ARE AT EDGES. 1.) SEE ERECTION DRAWINGS FOR FURTHER DETAILS. 2.) POSITION DOOR LEAF PARTS OBSERVING INSIDE AND OUTSIDE OF LEAF AND SLIDE OF DOOR. 3.) FASTEN TOP GIRT(H) TO JAMB (V OR CV) WITH (3) TYPE 1 OR 2 SCREWS (1) NS AND (2) FS. 4.) LOOSELY FASTEN DOOR GIRTS (H) TO JAMB WITH (3) TYPE 1 OR 2 SCREWS. 5.) SQUARE DOOR LEAF BY RACKING LEAF UNTIL DIAGONALS ARE EQUAL. HOLD DOOR IN THIS POSITION AND TIGHTEN SCREWS. 6.) ATTACH BOTTOM GIRT (B) TO JAMB WITH. (3) TYPE .1 OR 2.SCREWS: Al EACH END. NOTE THAT CV AND B SHOULD".BE FLUSIi: 7.) CUT FIRST PANEL."IN`�HALF SO- THAT: LOWS'' F PANELS ARE:'AT`i1 Err,�START SECOND PANEL AT 1'-6" FROM EDGE AND FASTEN WITH TYPE 1 OR 2 SCREWS 1'—O" O.C. AT SUPPORTS. 8.) DRILL 7/16"0 HOLES IN TOP'GIRT 1'-0" FROM EACH END FOR TROLLEY. 9.) HOIST ASSEMBLED DOOR LEAF INTO POSITION AND CONNECT TO TROLLEY IN THE DOOR TRACK. 10.) IF REQUIRED, SLIT HIGH RIBS OF PANELS AND HAMMER FLAT AGAINST L65. PUNCH HOLES THRU PANEL AT • BOLT LOCATIONS AND INSTALL L65 CLIP. REVISIONS DRAWN DATE STANDARDS �OCAD BY DATE BY FILE NAME 1 91 BJH 1/6/82 smu�sA 6 92 SLIDE DOOR LEAF JAL 21 CHECKED DATE PAGE N0. GJB 1/27/82 ASSEMBLY 14-18A TOP CLOSURE W/ MASTIC TOP & BOTTOM 1 /2"0 X I" FLAT HEAD BOLTS W/NUTS cD z z w C) 0 WALL PANEL L C.> N Lo SLIDE DOOF PANEL BT( ) DETAIL "A" TRACK KEY HOLE mery ENDCAP BRACKETLESS DOLTS OPEN SDHTe L65 FA1 DETAIL "A". ,;I BOTTOM CLOSURE DETAIL "C" CLOSED SECTION THRU DOOR LEAF SDBT BRACKETLESS BOLTS DETAIL "B" SLIDE DOOR PANEL BOTTOM CLOSURE TYPE 1 OR 2 f—D" O.C. CG( ) L19 \-1/2"0 x 0'-6" A.B. (BY OTHERS) 4" (2) TYPE 1 OR. —�� 2 1'—O" O.C. 5 ,. 4 3/8" ' a v DETAIL "B" D5%1 FIELD DRILL HOLES DOOR STOP AT E OF FOR 3/8'0 CARRIAGE BOLTS D.S.D. WITH SPLICE DOOR STOP AT q OF DSD WITHOUT SPLICE AT END AT � REVISIONS DRAWN - DATE BY JAL 7/20/00 CHECKED DATE BY JAL 7/21/00 AT � CG( ) L19 (2)BRACKETLESS BOLTS SPLICECOLLM 0 KEY HOLE TRACK SPLICE COLIAR'DETAIL AUTOCAD FILE NAME SED1 �� PAGE NO. SLIDE DOOR PAGE DETAILED SECTIONS 14-188 Fim1a 1P.11I.9 AS REQUIRED DOOR LATCH ASSEMBLY — DOOR, HANDLE _ � LOCK . INSTALLATION AT DOUBLE SLIDE DOOR DOOR LATCH. ASSEMBLY M V..1 b L54 BOLTS W/ NUTS LOCK INSTALLATION AT SINGLE SLIDE DOOR REVISIONS DRAWN BY JAL DATE 7/20/00 BY DATE CHECKED BY JAL DATE 7/21/00 STANDARDS AUTOCAD FILE NAME SLIDE DOOR LOCK SED14I8C PACE NO. INSTALLATION I14-18C SELF TAPPING SCREWS (TYPE 1): DESCRIPTION: 1 14 x 3/4* WITH HEX HEAD AND NEOPRENE WASHER. AVAILABLE IN ZINC PLATED OR LONG LIFE. COLOR CODED TO MATCH PANELS AND TRIM. USAGE: 1 ROOF, WALL, AND SOFFIT PANELS TO STRUCTURAL, PANEL TO PANEL, TRIM TO PANEL AND STRUCTURAL TO STRUCTURAL. DRILL BIT SIZES: 13/64'O DRILL BIT - PANEL TO'STRUCTURAL 1/8*0 DRILL BIT - PANEL TO PANEL, TRIM TO PANEL RECOMMENDED TOOLS: SCREW DRIVER - POWER DRIVEN WITH REVERSIBLE SWITCH AND ADJUSTABLE CLUTCH. GUN SHOULD TURN APPROXIMATELY 600 RPM AND BE RATED AT 4 AMPS OR HIGHER -USE 3/8' HEX SOCKET. DRILL - HEAVY DUTY 2500 RPM DRILL SELF -DRILLING SCREWS (TYPE 2 AND TYPE 3): DESCRIPTION: (TYPE 2) # 12 x 1 1/4 (160 PILOT POINT ASSEMBLED) WITH 1/2- O.D. TWIN SEAL WASHER. AVAILABLE IN LONG LIFE. COLOR COATED TO MATCH PANELS AND TRIM. USAGE: PANEL TO STRUCTURAL AND STRUCTURAL TO STRUCTURAL DESCRIPTION: (TYPE 3) 1 12-14 x 7/8' (REDUCED DIA. POINT PRE -ASSEMBLED) WITH NEOPRENE WASHER. AVAILABLE IN LONG UFE. COLOR CODED TO MATCH PANELS AND TRIM. USAGE: PANEL TO PANEL AND TRIM TO PANEL RECOMMENDED TOOLS: SCREW DRIVER - POWER DRIVEN WITH REVERSIBLE SWITCH, AND ADJ „CLUTCH.AND. NOSE PIECE. GUN SHOULD TURN APPROXIMATELY 2500'RPM AND BE RATER AMPS OR HIGHER. USE 5/16' HEX. SOCKET. DRILL HEAVY DULY 2500 RPM DRILL POP RIVETS (BUND RIVETS): DESCRIPTION: 1/8*0 POP RIVET. COLOR CODED TO MATCH TRIM COLOR. USAGE: ALL TRIM SPLICES AND SEE ERECTION DRAWINGS FOR SPECIFIC APPLICATIONS. RECOMMENDED TOOLS: HAND OPERATED POP RNETER. ' REVISIONS DRAWN DATE STANDARDS AUK BY DATE FILE NAME: AL J5191 RSH 1/06/82 FASTENERS SED1419A JAL 6 20 00 CHECKED DATE PAGE N0. BY TCT 1/27/82 (SCREWS/POP RIVETS) 14-19A STANDARD BOLTS AND NUTS: 10 DESCRIPTION: ASTM A307 1/2"0 HEX HEAD BOLT AND NUT USAGE: 9 40 SECONDARYFRAMING CONNECTIONS (SEE ERECTION DRAWINGS) HIGH STRENGTH BOLTS AND NUTS: Lm DESCRIPTION: ASTM A325 1/2"0, 3/4'0, 7/8"0 BOLTS AND NUTS (LENGTH WILL BE AS REQUIRED) USAGE: "t a PRIMARY _FRAMING CONNECTIONS (SEE ERECTION DRAWINGS) FLATHEAD BOLTS AN& NUTS: DESCRIPTION: IIyF—■'�� ASTM A307 1/2"0 X 1" FIAT HEAD BOLT AND NUT USAGE: SECONDARY FRAMING CONNECTIONS (SEE ERECTION DRAWINGS) TIGHTENING PROCEDURES: 1. TURN— OF —NUT TIGHTENING. 2. SEE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS "MANUAL OF STEEL CONSTRUCTION" . AISC, 8TH EDITION. TURN —OF —NUT TIGHTENING: THE TURN —OF —NUT METHOD IS USED TO PROVIDE THE BOLT TENSION REQUIRED.. THERE MUST BE ENOUGH BOLTS BROUGHT' TO A "SNUG TIGHT CONDITION TO INSURE THAT THE CONNECTION PLATES ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER. "SNUG TIGHT" IS DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. FOLLOWING THIS INITIAL OPERATION, BOLTS SHALL BE PLACED IN ANY REMAINING HOLES IN THE CONNECTION AND BROUGHT TO, SNUG TIGHTNESS.. ALL BOLTS IN THE JOINT, .SHALL THEN' BE TIGHTENED. ADDITIONALLY, TURNING THE —"NUT A- MINIMDM';OFA_, TJPXZTM OR 120 t4ITH •TIGHTENIN%. PROGRT SSING"`,- SYSTEMATICALLY FROM THE MOSLIRTGIDIVAA i=OFF; Ev.J01Ni TTT ITS. E{iEEA,IED ES: i URING THIS .OPERATION THERE SHALL BE NO ROTATION'OF"THIS PART N0VTURNED"BYTHE WRENCH " *THIS WILL APPLY TO TYPE "A" AND"B" CORNER AND ENDWALL COLUMN TO RAFTER AND RAFTER TO RAFTER CONNECTIONS. **ERECTOR NOTE** PRE —DRILL HOLES IN STRUCTURAL MEMBER WITH 5 32" DRILL BIT FOR SELF —DRILLING SCREW APPLICATION WHERE REQUIRED. REVISIONS DRAWN IN RSH CHECKED BY TGT DATE- 1/06/82 DATE 1/27/82 f DATE s t 91 6 2U 00 6i_kl::e FASTENERS (BOLTS/NUTS) ADTOCAD FILE NAME SED1419B PAGE NO. 14-19 C-SECTION PPORT FRAMING -E ROOF PLAN) 1. ON FULLY SHEETED ROOF, LOCATE AND MARK CENTER LINE OF• ROOF OPENING. 2. USING -DISTANCE FROM CENTER' LINE TO MAJOR RIBS AS GUIDE LAYOUT AND MARK ROOF OPENING TO CURB OUTSIDE DIMENSIONS. 4. TURN ROOF CURB UPSIDE DOWN AND APPLY A DOUBLE ROW OF MASTIC TAPE TO CURB FLANGES. 5. PRESS THE CURB IN PLACE ON THE ROOF DECK. FASTEN CURB TO SUPPORT STEEL THROUGH CURB FLANGE AND ROOF DECK USING TYPE 1 OR 2 SCREWS. PLACE FASTENERS 3" O.C. WITH A MINIMUM OF 4 PER SIDE. CHECKED BY 3. CUT OUT ROOF OPENING TO O.D. OF CURB, PLUS AN ADDITIONAL 6" OF THE MAJOR RIBS ON THE RIDGE SIDE OF THE OPENING TO ALLOW THE CURBS WATER DIVERTER AREA TO SEAL TO FLAT OF ROOF DECK. ROOF CURB - ROOF PANEL CAULKING FASTENER SUPPORT FRAMING . M,,. SECTION "'A" 6. SEAL EDGE OF ROOF CURB FLANGE WITH TUBE CAULKING TO ASSURE WATERTIGHT WEATHER SEAL. 7. REMOVE ANY METAL SHAVINGS WHICH MAY , HAVE OCCURED DURING THE DRILLING PROCESS. DATE STANDARDS WOW RE NAME: 10/25/91 ROOF CURB S01420A DATE PACE NO. (INSTALLATION AT SLOPE) 14-20A 1. ON FULLY SHEETED ROOF LOCATE AND MARK CENTER LINE OFF ROOF OPENING ON RIDGE. 2. USING DISTANCE FROM CENTER LINE TO MAJOR RIBS AS GUIDE, LAYOUT AND MARK ROOF OPENING TO CURB OUTSIDE DIMENSIONS. C-SECTION PPORT FRAMI _E ROOF PLA RIDGE LINE RIDGE LINE 4. TURN ROOF CURB UPSIDE DOWN AND APPLY A DOUBLE ROW OF MASTIC TAPE TO CURB FLANGES. 5. PRESS 'THE CURB IN PLACE ON THE ROOF DECK. FASTEN CURB TO SUPPORT STEEL THROUGH CURB FLANGE AND ROOF DECK USING TYPE 1 OR 2 SCREWS. PLACE FASTENERS 3° O.C. WITH A MINIMUM OF 4 PER SIDE. 3. CUT OUT ROOF OPENING TO I.D. OF CURB, PLUS AN ADDITIONAL 1 1 /2' OF THE: MAJOR RIBS ON THE EAVE SIDES OF THE OPENING TO ALLOW'THE'CURB TO SEAL TO FLAT OF ROOF DECK, ROOF CURB ROOF PANEL CAULKING FASTENER SUPPORT FRAMING SECTION "A" 6. SEAL EDGE OF ROOF CURB FLANGE WITH TUBE CAULKING TO ASSURE WATERTIGHT WEATHER SEAL. 7. REMOVE ANY METAL SHAVINGS WHICH MAY HAVE OCCURED DURING THE DRILLING PROCESS. REVISIONS DRAWN DATE STANDARDS AUTOCAD f DATE f7Y FILE NAME JAL 10/25/91 ROOF CURB SED1420B CHECKED DATE PAGE NO. BY (INSTALLATION AT PEAK) 14-206 GENERAL NOTES: 1.) PIPE BOOTS ARE MADE OF PLIABLE RUBBER WHICH WON'T CRACK WHEN BENT AND ALLOWS FOR EXPANSION, CONTRACTION AND VIBRATION OF PIPES. 2.) PIPE BOOTS CAN ACCOMODATE ANY ROOF PITCH OR PANEL CONFIGURATION AND CAN BE PLACED' ' AT HIGHS OR LOWS OF PANEL. 3.) WHEN USING PIPE BOOTS ON VERY STEEP PITCHED ROOFS OR ON SURFACES WITH DEEP CORRUGATIONS, USE THE NEXT LARGEST SIZE FOR INCREASED FLANGE FLEXIBILITY. 4.) PIPE BOOTS NUMBER 1 AND 3 ARE CLOSED TOP. INSTALLATION INSTRUCTIONS: 1. IF REQUIRED, CUT OPENING 20% SMALLER THAN PIPE DIAMETER. 2. SLIP PIPE BOOT OVER PIPE. 3. APP Y .CAULKING BETWEEN PIPE BOOT AND ROOF. 4. BEN ALUMINUM BASE TO FIT IRREGULARITIES. USE A LARGE SLOT SGREI! RIVER TO FIT INTO AUE (SEE DETAIL "A"). 5.) FASTE01' WITH TYPE 1 OR 3 SCREWS ® EACH CORNER AND 3' 0 C.. PIPE BOOT # PIPE SIZE BASE DIM. OPENING DIA. 1 1 4"- 2" 4-1/2" CLOSED 2 1-1 /4"- 3" 6" 7 8" 3 1 4"- 4" 8" CLOSED 4 3"- 6" 10" 2-1/2- 5 4"- 7" 11" 3-1/2- 6 5"- 9" 12" 1 4" 7 6"- 11" 14" 5" 8 7"- 13" 17" 6" PI FATFD OFSIGN PIPE BOOT DETAIL RESILENT SLEEVE CUTS EASILY TO FIT PIPE DRAWN BY MEL CHECKED BY TGT ROOF PANEL PIPE BOOT ALUMINUM BASE ROOF PANEL DATE 1/6/82 DAIS 1/27/82 DETAIL •A• PIPE f§ -7 TYPE 1 OR �k 3 SCREWS PIPE',BOOT ® PANEL LOW ll� f'af— PIPE c. PIPE BOOTS Ss TYPE 1 OR 3 SCREWS FILE NAME SED1421 PAGE NO. 14-21 AWNING GENERAL NOTES: ARE AN OPTIONAL ACCESSORY FOR FIELD LOCATION. ARE AVAILABLE IN 4'-0" OR 5-0" PROJECTIONS AND VARIOUS LENGTHS. 1 OR 2 SCREWS. FOR STRUCTURAL CONNECTIONS: TYPE 1 OR 3 -OR' PANEL TO. TRIM OR TRIM' TO TRIM CONNECTIONS. INSTALLATION INSTRUCTIONS: 1.) AFTER THE BUILDING IS COMPLETELY SHEETED, INSTALL A100(S) INSIDE AT CENTERLINE OF WALKDOOR OR AT DESIRED LOCATION. INSTALL A100(S) 4'-9 1/2" ABOVE HEADER OPENING FOR 4'-0" AWNINGS, OR 4'-0." ABOVE HEADER OPENING FOR 5'-0' AWNING W/TYPE 1 OR'2 SCREWS 1'-0' O.C. (SEE SECTION 14-228). 2.) INSTALL AC_ TRIM AND -TOP CLOSURE, IF REVD., BEHIND UP OF; DCT_ DOOR TRIM VROP: RIVETS 1'-0' O.C.. 3)""ATFACH..DCT_`.TRIM ;TO AC `TRkAT WALL PANEL HIGHS W/ TYPE t''OR: 3 SCREWS' 1'-0""O:C 5 1/2' ABOVE DOOR HEADER. 4.) ATTACH L12 TO A100(S) ROUGHLY 3 FROM .!EACH.END, MD. - APPROXIMATELY 4'-0" O.C., IF AWNING IS OVER 5'-0" LONG, W/TYPE 1 OR 2 SCREWS. 5.) ATTACH AST TUBE TO L12 WITH TWO (2) TYPE 1 OR 2 SCREWS. 6.) WITH AWNING ROOF PANELS UPRIGHT LAP PANEL TOGETHER AND FASTEN W/TYPE 1 OR 3 SCREWS 20" O.C.. 7.) INVERT PANELS & BLOCK UNDERNEATH 8.) FASTEN A100(S) (AND ATS IF REQ'D) TO ROOF PANELS 3" FROM END OF PANELS W/TYPE 1 OR 2 SCREWS 1'-0" O.C.. ISOMETRIC VIEWIIL NOTE: PANELS ARE INVERTED AND A100(S AND ATS WILL BE ABOVE PANELS. START A100�S) AT CENTERLINE OF MAJOR RIB (SEE PAGE 14-22B) 9.) FASTEN AEC ENDCAPS TO BUILDING:.END"OF AR_:TRIM,W/POP RIVETS 1" O.C.: 10.) ATTACH AR_ TRIM -TQ�:EQGE=OFROOF�PANEL+S4/.POR�.RiVFrLS-.1' rf c.,(li,ACH4AR_<TRIM TO ATS WHEN ATS IS REQUIRED). 11.) ATTACH AG_ TRIM TO ATS STRAPS W/TYPE 1 OR 3 SCREWS AND END OF ROOF PANELS W/POP RIVETS 1'-O" O.C. AT PANEL HIGHS (POP RIVET AND CAULK TO AR_ 1" O.C.). 12.) INSERT BOTTOM CLOSURE AT WALL END OF PANELS. 13.) INSERT PANELS INTO WALL OCT_ HOIST UP UNIT'AND FASTEN AST TUBES TO L12-S WITH TWO (2) TYPE 1 OR 2 SCREWS. NOTE: TOP OF TRIM IS TO BE LEVELED. FASTEN PANELS TO DCT_ WITH TYPE 1 OR 3 SCREWS 1'-O" O.C. 14.) FIELD CUT BOTTOM OF GUTTER TO FORM A 1' x 3' HOLE AND POP RIVET AND.CAULK AGO GUTTER OUTLET. 1" O.C.. 15.) OPEN WALK DOOR TO INSURE AWNING DOESN'T INTERFERE WITH OPERATION. REVISIONS DRAWN sH DATE 10/2/84 STANDARDS AUTOCAD NAME D142 f DATE 4'-01' Vic, 5'-0" AWNINGS (GEN. NOTES & INSTALLATION) s 26 DD CHECKED BY TGT DATE 1o/3/s4 PAGE NO. 14-22A NOTE: ALL TRIM FASTENED WITH;., POP RIVETS UNLESS OTHERWISE NOTED *ATS IS REQ'D ONLY ON AWNING GUTTERS 10'-0" LONG OR GREATER AT ,. 5'-0" O.C. (START 3" FROM END OF PANEL WHEN REQ'D.) a. POP RIVET 1'-0" O.C. AST ATC .91 L12 BOTTOM — 4" *ATS CLOSURE L12 DCT_ _ A100 AC_ "A" DCT AGO AG 4'-0" OR 5'-0" AG A100 (n Z I o e Lo TOP CLOSURE o I I Lo ,-, IELD CUT & BEND "IEG OF AR_ TO FORM NSIDE CORNER OF AG_ L AR_ U TYPICAL VIEW AT CORNERS SECTION "A" 3" 4 3/4 it SEAT' ALL SEAMS WITH TUBE CAULKING REVISIONS DRAWN DATE STANDARDS AUTOCAD BY DATE BY ME NAME: JAL 6 2B 00 SH 9/25/84 4'-0" >&�, 5'-0" AWNINGS °"�B CHECKED DATE PAGE NO. Ery (DETAILED SECTIONS) TGT 10/3/84 14-22B (2)1/2"0 x 1" FLAT HEAD BOLTS W/NUTS C-SECTION HEADER GIRT ASTEN W/TYPE 1 OR 3 12" O.C. ®EACH LEG) L1 CLIPS (ATTACH W/1/2"0 x 1 1/4"ANELS HEX BOLTS W/NUTS UNLESS NOTED OTHERWISE) (TYP.) (FASTEN TO STRUCTURE W/TYPE LBOTTOMSCREWS 12" O.C.) CLOSURE FACIA PANELS (FASTEN TO STRUCTUREW/TYPE 1 OR 2 SCREWS 12" O.C.)3/4"0 (A325) HEX HEAD BOLTS MVG_ (MANSARD VALLEY GUTTER)DRAWINGS W/NUTS (SEE ERECTION FOR LEN. & QTY.) (4)1/2"0 X 1 1/2" (A325) HEX HEAD BOLTS W/NUTS MANSARD BEAM WALL PANEL (2) C-SECTION COLUMNS STT_ (FASTEN TO WALL PANEL W/ MST_ (FASTEN TO SOFFIT PANEL W/ TYPE 1 OR 3 SCREWS 12" O.C.) TYPE 1 OR 3 SCREWS 12" O.C.) TOP CLOSURE (2)1/2"0 x 1" FLAT HEAD BOLTS W/NUTS SOFFIT PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS & TO STT_ W/TYPE 1 OR 3 SCREWS 12" O.C.) A MANSARD AT SIDEWALL SECTION FLUSH FRAME (2)1/2'0 x 1' FLAT HEAD BOLTS W/NUTS C-SECTION HEADER GIRT L1 CLIPS (ATTACH W/1/2"0 x 1 1/4" HEX BOLTS W/NUTS UNLESS NOTED OTHERWISE) (TYP.) FACIA PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12" O.C.) MCT_ (FASTEN W/TYPE 1 OR 3 SCREWS 12" O.C. ® EACH LEG) LINER PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12" O.C.) BOTTOM CLOSURE 3/4"0 (A325) HEX HEAD BOLTS W/NUTS (SEE ERECTION DRAWINGS FOR I I MVG_ (MANSARD VALLEY GUTTER) .-•: LENGTH & QUANTITY) (4)1/2"0 X 1 1/2" (A325) HEX HEAD BOLTS W/NUTS _. MANSARD BEAM (2) C-SECTION COLUMNS WALL PANEL STT_ (FASTEN TO WALL PANEL W/ MST_ (FASTEN TO SOFFIT PANEL W/-,..TYPE 1 OR 3 SCREWS 12" O.C.) TYPE 1 OR 3 SCREWS 12" O.C.) TOP CLOSURE (2)1/2"0 x 1" FLAT HEAD BOLTS W/NUTS _ SOFFIT PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS & TO STT_ W/TYPE 1 OR 3 SCREWS 12" O.C. B MANSARD AT SIDEWALL SECTION (BY-PASS FRAME) REVISIONS DAWN JAL DATE 6/28/00 STANDARDS AUTOCAD FILE NAME S01423A BY DATE VERTICAL MANSARD W/SOFFIT AND LINER (SIDEWALL SECTIONS) JAL 6/29/00 PACE NO. 14-23A (2)1/2"0 x 1' FLAT HEAD BOLTS W/NUTS ICT- (FASTEN W/TYPE 1 OR 3 SCREWS 12" O.C. 0 EACH LEG) C-SECTION HEADER GIRT L1 CLIPS (ATTACH W/1 2"0 x LINER PANELS (FASTEN TO STRUCTURE W/TYPE 1 1/4" HEX BOLTS W/NUTS 1 OR 2 SCREWS 12" O.C.) UNLESS NOTED OTHERWISE) (TYP.) BOTTOM CLOSURE FACIA PANELS (FASTEN TO - - STRUCTURE W/TYPE 1 OR 2 TTE- (FASTEN TO ROOF PANEL SCREWS 12' O.C.) W/TYPE 1 OR 3 SCREWS 12" O.C.) TA (FASTEN TO PURLINS MASTIC ROOF PANEL W/TYPE 1 OR 2 SCREWS) I•::II PURLIN (4)1 /2"O ;X 1 1 /2" (A325) HEX — — — — — — — — HEAD BOLTS W/NUTS STT- (FASTEN TO WPANEL W/TYPE 1 O75 CLIP (2) C-SECTION COLUMNS 3 SCREWS 12' O.CTA (FASTEN TO MST_ (FASTEN TO SOFFIT PURLINS W/TYPE PANEL W/TYPE 1 OR 3 OR 2 SCREWS) JR SCREWS 12" O.C.) SOFFIT PANELS TOP CLOSURE (2)1/2"0 x 1" FLAT HEAD TO STRUCTURE 1 OR 2 SCREWSENDWALL COLUMN BOLTS W/NUTS STT- W/TYPE 1WALL PANEL 3 SCREWS 12" C ENDWALL FRAME SECTION FACIA PANEL LINER PANEL L3 CLIP ATTACH 20 x ICT- (FASTEN FACIA PANEL 1,/1 /4"1 HEX W/TYPE 1 OR REWS SCREWS0 ICT_ FASTEN W/TYPE 1 BOLTS W/NUTS O.C. EACH OR 3 SCREWS ® EACH LEG) LEG) (FACIA COLOR) TAfAB (FASTEN TO C-SECTS. a 9-1 j MSTT_ (FASTEN W/TYPE 1 2�REWPE 1 OR le — I OR 3 SCREWS 0 EACH LEG) (WALL PANEL COLOR) OCT- ( FASTEN W/ WALL PANEL TYPE 1 OR 3 SCREWS 12" O.C. FACIA PANEL 0 EACH LEG) D SECTION THRU CORNER E I FACIA TO WALL PANEL INSIDE CORNER REVISIONS DRAWN DATE STANDARDS mom BY JAL 7/05/00 ME NAME: SED14238 BY DATE VERTICAL MANSARD W/SOFFIT & LINER CHECKED DATE PACE NO. BY JAL 7/07/00 (EW & CORNER SECTIONS) 14-2313 MCC_ (FASTEN W/TYPE 1 OR 3 SCREWS 12" O.C. TOP CLOSURE 0 EACH LEG) TA (FACIA COLOR) _PANEL PANEL MSTT_ (FASTEN SOFFIT PANEL TO SOFFIT PANEL MANSARD (FASTEN TO TA W/TYPE 1 OR 3 GfRT W/TYPE 1 OR SCREWS 12" O.C.) 2 SCREWS 12" (SOFFIT COLOR) O.C.) F SECTION THRU END G SOFFIT AT TRANSITION 1/2"0 X 1" TOP MANSARD FLAT HEAD GIRT BOLTS W/N*VERTICAL 0 o o U MANSARD HEADER CE 1/2"0 X 1 1/4" 0 MANSARD ® o o A307 BOLTS W/NUTS COLUMN 0 0 6 0 0 I I I I I I � L 3'-0' I L _ _ 5'-6' H L7 DETAIL I AVAILABLE DIMENSIONS REVISIONS DRAWN BY DATE STANDARDS AUTOCAD BY DATE VERTICAL MANSARD JAL 7/10/00 FILE NAME: SED1423C W/SCIFFIT & LINER CHECKED DATE PAGE N0. Bf JAL 7112100 (DETAILED SECTIONS) 14-23C C-SECTION HEADER GIRT (2)1/2"0 x 1" FLAT HEAD BOLTS W/NUTS TAM (ATTACH TO GIRT IN PE MCTA_ (FASTEN W/TYPE 1 OR 3 i OR 2 SCREWS 12" O.C.) SCREWS 12" O.C. 0 EACH LEG) L1 CLIPS (ATTACH W/1/2"0 x 1 1/4" LINER PANELS (FASTEN TO STRUCTURE W/TYPE~ HEX BOLTS W/NUTS UNLESS NOTED 1 OR 2 SCREWS 12" O.C.) OTHERWISE) (TYP.) (2) C-SECTION COLUMNS ` FACIA PANELS (FASTEN TO BOTTOM CLOSURE TAM 1 OR 2 SCREWS 12" O.C.).C.) MVG_ (MANSARD VALLEY GUTTER) (4)1/2"0 X 1 1/2" (A325) 3/4"0 (A325) HEX HEAD BOLTS HEX HEAD BOLTS W/NUTS W/NUTS (SEE ERECTION TAM (ATTACH TO GIRT DRAWINGS FOR LEN. & QTY.) W/TYPE 1,-OR 2 TOP"CLOSURE SCREWS 12" O.C.) MSTA_ (FASTEN TO MANSARD STT_ (FASTEN TO WALL PANEL BEAM SOFFIT PANEL W/TYPE WALL W/TYPE 1 OR 3 SCREWS 12" 1 OR 3 SCREWS 12" O.C.) PANEL 12" O.C.) (2)1/2"0 x 1" FLAT HEAD BOLTS SOFFIT PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 W/NUTS SCREWS & TO STT_ W/TYPE 1 OR 3 SCREWS 12" O.C.) A I MANSARD AT SIDEWALL SECTION FLUSH FRAME C-SECTION HEADER GIRT (2)1/2"0 x 1" FLAT HEAD BOLTS W/NUTS TAM (ATTACH TO GIRT W/TYPE MCTA_ (FASTEN W/TYPE 1 OR 3 1 OR 2 SCREWS 12" O.C.) SCREWS 12" O.C. 0 EACH LEG) L1 CLIPS (ATTACH W/1/2"O x 1 1/4" LINER PANELS (FASTEN TO STRUCTURE W/TYPE HEX BOLTS W/NUTS UNLESS NOTED 1 OR 2 SCREWS 12" O.C.) OTHERWISE) (TYP.) (2) C-SECTION COLUMNS FACIA PANELS (FASTEN TO BOTTOM CLOSURE TAM W/TYPE 1 OR 2 SCREWS 12" O.C.) MVG_ (MANSARD VALLEY, -GUTTER) (4)1/2.0 X 1 1/2" (A325) 3/4"0 (A325) HEX HD. BOLTS HEX HEAD BOLTS W/NUTS W/NUTS (SEE ERECTION DRAWINGS FOR LEN. & QTY.) TAM (ATTACH TO GIRT W/TYPE 1 OR 2 SCREWS 12" O.C.) TOP CLOSURE MSTA_ (FASTEN TO MANSARD STT_ (FASTEN TO WALL PANEL SOFFIT PANEL W/TYPE BEAM WALL W/TYPE 1 OR 3 SCREWS 12" 1 OR 3 SCREWS 12" O.C.) PANEL 12" O.C.) (2)1/2'0 x 1" FLAT HEAD BOLTS SOFFIT PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 W NUTS SCREWS & TO STT_ W/TYPE 1 OR 3 SCREWS 12" O.C.) B MANSARD AT SIDEWALL SECTION BY-PASS FRAME REVISIONS DRAWN DATE STANDARDS ALTTOCAD BY FILE NAME: BY DATE JAL 7/12/00 SLOPING MANSARD SED1424A W/SOFFIT AND LINER CHEWED DATE PAGE NO. JAL 7/14/00 (SIDEWALL SECTIONS) 14-24A C-SECTION HEADER GIRT (2)1/2"0 X 1" FLAT HEAD BOLTS W/NUTS MCTA- (FASTEN W/TYPE 1 OR 3 TAM (ATTACH TO GIRT W/TYPE SCREWS 12 O.C. ® EACH LEG) 1 OR 2 SCREWS 12" O.C.) LINER PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 SCREWS 12" O.C.) L1 CLIPS ATTACH W/l/2"0 x 1 1/4 HEX BOLTS W NUTS BOTTOM CLOSURE UNLESS NOTED OTHERWISE) (TYP.) TTE- (FASTEN W/TYPE 1 OR 3 SCREWS 12" O.C.) FACIA PANELS (FASTEN TO PURLIN TAM W/TYPE 1 OR 2 SCREWS L75 CLIP 12" O.C.) (2) C-SECT. TA (FASTEN TO PURLINS W/ (4)1/2"0 X 1 1/2" COLUMNS TYPE 1 OR 2 SCREWS) (A325) HEX HEAD 3/4"0 (A325) HEX HEAD BOLTS BOLTS W/NUTS ..W/NUTS_(SEE ERECTION DRAWINGS FOR LEN. & CITY.) TAM (ATTACH TO GIRT W/TYPE 1 OR MANSARD ENDWALL COLUMN 2 SCREWS 12" O.C.) BEAM TOP CLOSURE MSTA_ (FASTEN TO -STT- (FASTEN TO WALL PANEL SOFFIT PANEL W/TYPE WALL W/TYPE 1 OR 3 SCREWS 12" 1 OR 3 SCREWS 12" O.C.) PANEL 12" O.C.) (2)1/2"0 X 1" FLAT HEAD SOFFIT PANELS (FASTEN TO STRUCTURE W/TYPE 1 OR 2 BOLTS W/NUTS SCREWS & TO STT- W/TYPE 1 OR 3 SCREWS 12" O.C.) C I ENDWALL FRAME SECTION L1 CLIP (ATTACH ICT- (FASTEN W/ W/(4) 1/20 x 1" TYPE 1 OR 3 SCREWS 12" O.C. FACIA PANEL FLAT HEAD BOLTS EACH LEG) W/NUTS) ICT_ (FASTEN W/IYPE 1 FACIA PANEL OR 3 SCREWS ® EACH LEG) (FACIA COLOR) TAE (FASTEN LINER PANEL TO C-SECTS. MSTT_ (FASTEN W/TYPE 1 W/TYPE 1 OR OR 3 SCREWS ® EACH LEG) 2 SCREWS) (WALL PANEL COLOR) c _ • HCTA- (FASTEN W/ WALL PANEL TYPE 1 OR 3 SCREWS 12" O.C. ® EACH LEG) FACW PANEL D SECTION THRU CORNER E FACIA TO WALL PANEL INSIDE CORNER REVISIONS DRAWN Bf DATE STANDARDS 1FlLE AUTOCAD NAME: BY DATE SLOPING MANSARD JAL 7/12/00 SED1424B W/SOFFIT & LINER CHECKED DATE PAGE NO. ffy JAL 7/14/00 (EW & CORNER SECTIONS) 14-24B HCTA_ (FASTEN W/ OCT_ (FASTEN TYPE 1 OR 3 SCREWS W/TYPE 1 OR 3 12" O.C. 0 EACH SCREWS 12" O.C. TOP CLOSURE LEG) (FACIA COLOR) ® EACH LEG) TA (FACIA COLOR) TAE (FASTEN TO GIRTS W/TYPE 1 OR 2 SCREWS) 177 MSTT (FASTEN SOFFIT PANEL TO SOFFIT PANEL LINER (FASTEN TO TA W/TYPE 1 OR 3 PANEL W/TYPE 1 OR SCREWS 12" O.C.) FACIA 2 SCREWS 12" (SOFFIT COLOR) PANEL O.C.) MANSARD GIRT F SECTION THRU END G SOFFIT AT TRANSITION 1/2"0 X 1" TOP MANSARD FLAT HEAD GIRT o BOLTS W/N*ERI o i � � o 0 of ICAL MANSARD odu)L7 HEADER cl 1/2"0 X 1 1/4" MANSARD 6 0 0 A307 BOLTS W/NUTS COLUMN 0 0 i t I ® 0 0 I I I I I 3'-0" I E--- 5-6" H L7 DETAIL I AVAILABLE DIMENSIONS REVISIONS DRAWN DATE STANDARDS BY FlLE NAME: BY DATE JAL 7/17/00 VERTICAL MANSARD S01424C W/SOFFIT & LINER CHECKED DATE PAGE NO. BY JAL 7/19/00 (DETAILED SECTIONS) 14-24C