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HomeMy WebLinkAbout300 W 3rd St 95-113 New construction WarehouseZONE CONTRACTOR DATE 0(-) � e ADDRESS 3I ,inner' LotLe,';T Ufa Zl PHONE # 3C c) LOCATION --- tOWNER c,� l til i�� `�~ f,��� �,_ ( Qe)f i"1) ADDRESS(Y)CIf` PHONE # c. ? "' H C( 05 PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANEC PERMIT NO. SOIL TEST REQUIREMENTS Gam) FINISHED F " OOR r ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: w SUBDIVISION: PERMIT '# I LOT NO. Joe C�C�+�SY�(G6o4 McK: 620, _��� ..-� SECTION: COST $ wlJ, C SQUARE FEET: FEE $ MODEL: STATE NO. CGC 0-299 �5\, �- OCCUPANCY CLASS: FEE $ FEE $ FEE $ INSPECTIONS 1 TYPE DATE OK REJECT BY i FEE $ _ ENERGY SECT. CERTIFICATE OFVCCUPANCY ISSUED #/off/S'� DATE: FINAL DATE EPI: (A3 1k qAy ,v BUILDING DESCRIPTION :WIDTH LENGTH HEIGHT, ROOF] PITCH BASIC SIZE 5��,� Soso., , X 110-0 X It A2` -o BASIC SIZE X X BASIC SIZE X X BASIC SIZE X X ENDWALL TYPES LEFT ENDWALL RIGHT ENDWALL BEARING END FRAME (✓S (✓S MAIN END FRAME ( ) ( ) ANCHOR BOLTS { ✓> BY METALLIC BY�OTF1 RS ADDITIONAL FEATURES , PANEL ACCESSORY' INFORMATION j WARNING: IN NO CASE . SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH rLEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM 'ZINC ALLOY COATINGNHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF . FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. L _ _-_.---__--- _ __-___-__-----______________ J , ROOF COVER IS (Pum ) PANEL COLOR; GA. (26) 1/2 TAPE _SEAL (✓) .I » TAPE SEAL SCREWS -FRAMING:, STITCH: (44v'04W ) WALL COVER IS ( At l ) PANEL COLOR: ( ) GA. (up) WALL TAPE" ( ) SCREWS�FRAMING: (i2x t 4hD) STITCH: (5rw;,ANt�ta* ) HAS BEEN PROVIDED FOR SHEETING ATTACHMENT AT THE BASE ATTACH RAKE TRIM WITH (''4u7$hp) SCREWS TO ROOF AND SCREWS TO WALL USE 1/8 POP RIVETS AT TRIM SPLICES. ATTACH GUTTER WITH (�14x78g0) SCREWS TQ ,UNDERSIDE OF ROOF ATTACH. GUTTER STRAPS WITH SCREWS TO ROOF ATTACH CORNER TRIM WITH (44476hD) SCREWS ATTACH RAKE ANGLE WITH SCREWS r PRODUCT .CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL .BUILDING MANUFACTURER5 `ASSOCIATION. METALLIC'S FABRICATION AND 'PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1: APPROVED FABRICATOR ",OF, PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBG REPORT N0: FA -,337 2. SBCCI COMPLIANCE .'REPORT NO. 9027 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON'' APPROVED FABRIgATOR ,, . , ;! THIS CERTIFICATION I5 LIMITED TO THE STRUCTURAL DE-51GN OF THE FRAMING AND COVERING 'PARTS: ' MANUFACTURED BY METALLIC AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS', VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY METALLIC SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT. AND THE ERECTION AND INSPECTION; OF THE BUILDING. THE' f3UILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION )N ACCORDANCE WITH THE METALLIC DESIGN MANUAL, THE ATTACHED DRAWINGS; AND GOOD ERECTION PRACTICES. BUILDING LOADS r • THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED, BY SSC 91 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE. LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD 210 PSF ( FOR ROOF PANELS AND PURLINS ) COLLATERAL DEAD LOAD PSF ROOF LIVE LOAD metallic building company I ci 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DIMENSIONS PRIMARY FRAMING It PSF SECONDARY FRAMING o PSF AUXILIARY LIVE LOAD 0#0 PSF SNOW LOAD Ix PSF ( PER FIGURE ) WIND LOAD /00 MPH, EXPOSURE SEISMIC ZONE 1 ; IMPORTANCE FACTORS 21a 218 , WIND LOAD 1,0 8.018 9.049 SNOW LOAD I,0 57.0 K.S I. 57.0 K.S.1• SEISMIC' LOAD IID OTHER LOADS 8 A MEZZANINE LOADS .941 14 LIVE LOAD NSA PSF .DEAD LOAD NIA PSF CRANE INFORMATION .NLA 8 Z 12 GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED .AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CORTRACT AND SHOWN ON THESE DRAWINGS: ANY ALTERATIONS TO, THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRE01ON OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. , THIS METALLIC METAL BUILDING IS DESIGNED WITH METALLIC'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS. OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING 'CODE" AWS D1.1. 4. METAL BUILDING, MANUFACTURER'S ASSOCIATION: 'SLOW RISE BUILDING SYSTEMS MANUAL" ..� 5. INTERNATIONAL CONFERENCE OF BUILDING. OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS 'INTERNATIONAL: "BASIC BUILDING CODE" MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER. THAN COLD -FORMED SECTIONS) CONFORM TO THE CHEMISTRY' REQUIREMENTS OF ASTM -A36 WITH MINIMUM YIELD POINT OF 50,000 P.S.I. OR 42,000 P.S.I. AS REQUIRED BY DESIGN. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF A.S.T,M. A-570, GRADE 55, WITH A MINIMUM YIELD POINT OF,, 57,000 P.S.I. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -QF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.TM. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. ' BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL. PROJECT PLANS AND SPECIFICATIONS .COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND .'PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS EOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER, SHALL BE :INSPECTED B,Y BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED. MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT, -HOWEVER, IF A DEFECT is OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT,` THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL..;BE GIVEN A REA 5ONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC,THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST . OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORI ATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL. BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS,' BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND -ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 917H ED.) N0. I DATE A 27 Fop, APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT 15 'IMPERATIVE!'THAf ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 2) BE, LEGIBLE AND UNAMBIGUOUS. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. B) DATED `SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO. RE-SUB'I,iIIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED QU ED TO AVOID MISFABRICATION.' THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND 'FURTHER CONSTITUTES AGREEMENT 'THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES (REPRESENTS THE TOTALITY OF THE Iv',ATERIALS TO BE SUPPLIED BY MANUFACTURER. . E) ANY CHANGES NOTED ON HE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER. ARE NOT BINDING ON MANUFACTURER UNLESS` SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEP SRA i DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, A.iRCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. .I . SAFETY COMMITMENT I r� i METALLIC. BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE ;SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND 'ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SI TE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. D MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAIL'(,;MEETINGS HIGHLIGHTING SAFETY.;pROCEDl1RES ARE ALSO RECOMMENDED. THE USE OF HARD. HATS, RUBBER SOLE SHOES FOR ROOF WORK,, PROPER EQUIPMENT FOR (HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PERMIT Y Ijufl 2 7104 DRAWING INDEX ISSUE PAGE DESCRIPTION A C1 OF 1 COVER SHEET A I of 3 ROOF FRAMING PLAN A I of 3 SIDEWALL ELEVATIONS A. Coz or 3 ENDWALL ELEVATIONS A 1:3 CROSS SECTIONS GENERAL DETAILS . ACCESSORY DRAWINGS a rl aF I ANCHOR BOLT PLAN metallic building company I ci 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DIMENSIONS MEMBER PROPERTIES ` SHAPE SECT. NAME A B C D GA. AREA Ix I Sx eff YIELD STRENGTH SIZE 55T So' -b X tto'-© k 9'-il c.s�lZ�pH' �i�; 1t 8 Z 16 8 Z "15 8 8 A 236 21a 218 .915 .929 16 15 .850 .962 8.018 9.049 1,119_ 1.271 1.840 2.098 57.0 K.S I. 57.0 K.S.1• C 8 L 14 8 A 2'a .941 14 1.059 9.946 1.404 2.427 57.0 K.S.I. F� D 1�_ 8 Z 12 8 2 2'a .994. 12 1.491 13.876 2.007 1_3.409 57.0 K.S.I. 10 Z ;15 10 _ 2� 218 929 1 15 1.100 15.423 1.271 2.781 57,0 K.S.I. 10 Z 14 10 2t 2'8 `.941 14 1.211 16.961 1.404^315 T57.0 K.S.I. A 0 10 Z 12 10 - 21a .994 12 1.705 23.719 2.008 4.671 57.0 K.S.I. a- 10 X 3 Z 14 10 3-a 318 .941 14 1.363 20.704 3.349 3.319 57.0 K.S.I. / D` 0 U 10 X 3 Z 12 10 3-� 3'a .994 12 1.919 28.956 8:050 4.775 .697 5.084 1.760 57.0 K.S.I B 8 X ,2 '2 C 16 8 212 212 .778 16 .850 57.0 K.S.I. J 8 X 2 12 C 15 8 212 212 ,798 15 .962 9.082 .789 2.012 57.0 K.S.I. C LLJ 8 X 2 12 C 14 8 212 212 .814 14 1.059 9.979 868' 2.310 57,0 K.S.I. I I Ld 8 X 2 12 C 12 8 2'2 212 .890 12 1.491 13.899 - 1.219 _ 5j 75 57.0 K.S.1. --I D V) 8 X 3 '2 C 16 8 3'2 312 :778 16 .972 9.972 1.575 1 1.808 57.0 K.S.I. 8 X 3 12 C "14 $ 312 312 :814 14 1.211 12.365 1.963 - 2.485 57.0 K. S, 1. A W 8 X 3 12 C 12 8 312 312 .890 12 1.705 17,232 2.764 3.682 57.0 K.S.I. L= 0 Lj_ 10 X 3'2 C 12 10 .312 312 ,890 12 1.91.9 28.983 2.967 5.004 - 5_7:0 K, S. 1. D B 12 X 312 C 12 12 3'2 V2 .890 12 2.133 44.573 3.130 6.473 57.0 K.S.I. 8 E.S. 16 8 3 5 1.061 16 1.090 11.266 2,970 2.007 57.0 K.S.1. CJ .J 0 8 E. S. 14 8 3-18 5 1.097 14 1,358 13.962 3.697 2.701 57.0' K.S.I. �p 8 E. S. 12 8 3 5 1,109 12 1.913 19.541 5.268 3.941 57.0. K.S.I. 10 E.S.14 10 4 6 1.285 14 --j.662 26.634 6:485 3.805 ' 57.0 K.S.I. U 10 E.S. 12 10 4 6 . 1.360 12 2.341 37.174 . 9.117 5.943 57, 0 K. S. 1. A • N0. I DATE A 27 Fop, APPROVAL NOTES THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT 15 'IMPERATIVE!'THAf ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 2) BE, LEGIBLE AND UNAMBIGUOUS. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. B) DATED `SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO. RE-SUB'I,iIIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED QU ED TO AVOID MISFABRICATION.' THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT THE MANUFACTURER HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND 'FURTHER CONSTITUTES AGREEMENT 'THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES (REPRESENTS THE TOTALITY OF THE Iv',ATERIALS TO BE SUPPLIED BY MANUFACTURER. . E) ANY CHANGES NOTED ON HE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER. ARE NOT BINDING ON MANUFACTURER UNLESS` SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEP SRA i DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, A.iRCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. .I . SAFETY COMMITMENT I r� i METALLIC. BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE ;SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND 'ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SI TE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. D MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAIL'(,;MEETINGS HIGHLIGHTING SAFETY.;pROCEDl1RES ARE ALSO RECOMMENDED. THE USE OF HARD. HATS, RUBBER SOLE SHOES FOR ROOF WORK,, PROPER EQUIPMENT FOR (HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. FOR PERMIT Y Ijufl 2 7104 DRAWING INDEX ISSUE PAGE DESCRIPTION A C1 OF 1 COVER SHEET A I of 3 ROOF FRAMING PLAN A I of 3 SIDEWALL ELEVATIONS A. Coz or 3 ENDWALL ELEVATIONS A 1:3 CROSS SECTIONS GENERAL DETAILS . ACCESSORY DRAWINGS a rl aF I ANCHOR BOLT PLAN v metallic building company I ci 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 BY CK'D 1,14�� DESCRIPTION COVER SHEET SIZE 55T So' -b X tto'-© k 9'-il c.s�lZ�pH' �i�; 1t CUSTOMER KOJ& OVIC QAJ, ':;1Y r91'j 4NWA LOCATION r -e_, , CAD BY DRN. BY CK D BY DA E ' 1 SCALE N/A QUOTE N0. JOB N0. -87d SHEET N0. C1 OF 1 (SSI A v BOTTOM OF ALL BASE PLATES ARE AT THE FIN. FLR. ELEVATION UNL. NTD. 52 0 0 BASE PLATE TYPE " B 34"0 ANCHOR BOLT L LINE S [-1-L4,1 BASE PLATE TYPE "A 78"0 ANCHOR BOLT 32 1 BASE PLATE TYPE "Y' 34 "/0 ANCHOR BOLTS 0 ENU, WALL U-) STEEL LINE 2 2 0 "L 2 1,2 C 112 04 93 I � SIDEWALL STEEL LINE BASE PLATE TYPE "E" ANCHOR BOLTS 1.7 DIA. QTY. LENGTHTHRD. HOOK PROJ. REACTION. SCHEDUtE '@ COL. LNS" 2 SYMBOL ANCHOR -BOLT DETAIL,;, ALL REACTIONS IN - KIPS'.. NO. DATE _6 ?n rAl\ (a1 3/4" 46 1'- ' 3" 3' 2 1/2' 7/8" 16 1;-6" 4". 4 3 1/2" Kit B` 3 1/2" o V\ A A A A LO 4 Lij, LIJ V)Q 0 O CIL 0 0 0 :E Q Q L0 CO C 0 A• A A A A 0 0 BASE PLATE TYPE " B 34"0 ANCHOR BOLT L LINE S [-1-L4,1 BASE PLATE TYPE "A 78"0 ANCHOR BOLT 32 1 BASE PLATE TYPE "Y' 34 "/0 ANCHOR BOLTS 0 ENU, WALL U-) STEEL LINE 2 2 0 "L 2 1,2 C 112 04 93 I � SIDEWALL STEEL LINE BASE PLATE TYPE "E" ANCHOR BOLTS 1.7 DIA. QTY. LENGTHTHRD. HOOK PROJ. REACTION. SCHEDUtE '@ COL. LNS" 2 SYMBOL ANCHOR -BOLT DETAIL,;, ALL REACTIONS IN - KIPS'.. NO. DATE _6 ?n rAl\ (a1 FOR REVISIONS DESCRIPTION BY [C[K(D d .mwe-floAJ metallic building company 7301 FAIRVIEW * HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 4616-7788 ZIP 77240 DESCRIPTION 'ANCHOR BOLT SETTING PLAN SIZE .SST .50'---0 x 110,-0 x 9,-11 1-6/12'-0 14e CUSTOMER KING BUILDING SYSTEMI cusT. c,.,,jg, s, , LOCATION SANFORD, FL. CAD by TL DRN. BY CK ID BY DATE SCALE QUOTE NO. JOB NO. SHEET NO. 35-83784 F: i r W15 N 3/4" 46 1'- ' 3" 3' 2 1/2' 7/8" 16 1;-6" 4". 4 3 1/2" 3 1/2" FOR REVISIONS DESCRIPTION BY [C[K(D d .mwe-floAJ metallic building company 7301 FAIRVIEW * HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 4616-7788 ZIP 77240 DESCRIPTION 'ANCHOR BOLT SETTING PLAN SIZE .SST .50'---0 x 110,-0 x 9,-11 1-6/12'-0 14e CUSTOMER KING BUILDING SYSTEMI cusT. c,.,,jg, s, , LOCATION SANFORD, FL. CAD by TL DRN. BY CK ID BY DATE SCALE QUOTE NO. JOB NO. SHEET NO. 35-83784 F: i r W15 N 1 O o o a O 110 -0 0/0.�: STEEL 20'--0 20'_0 20'_0 20'=0 30'-0 (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) ; (TYP.THIS BAY). (TYP.THIS BAY) 3 s 3 3 1-23 1'- 23 2._534 1,_234' PIJRLIN LAPS 1'- 2 4 1 -2 4 1'-2 4 1 -2 4 4 4 115 115 0 1 91 (TI(P.) kaz2d.k.-I0 I M Cj w � I O o j� i I C o n ( T - I C' D ' f I Lo 4) r - r 1 ROOF FRAMING' PLAN HAO vigil �; Ixi K14 � 1701 7C{41 6-A, �c 57-2- .1`[' pU 1.1 N FAVF R L E PURL N END BA Y C CI ci XX GA, PURLINS IN TR, BAY 8 Z 2% I CA. c N wN 1 O o o a O 110 -0 0/0.�: STEEL 20'--0 20'_0 20'_0 20'=0 30'-0 (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) ; (TYP.THIS BAY). (TYP.THIS BAY) 3 s 3 3 1-23 1'- 23 2._534 1,_234' PIJRLIN LAPS 1'- 2 4 1 -2 4 1'-2 4 1 -2 4 4 4 115 115 0 1 91 (TI(P.) kaz2d.k.-I0 I M Cj w � I O o j� i I C o n ( T - I C' D ' f I Lo 4) r - r 1 ROOF FRAMING' PLAN HAO vigil �; Ixi K14 � 1701 7C{41 6-A, �c 57-2- .1`[' pU 1.1 N EA STROT FAVF R ES v 1A G PURL N END BA Y 8 CI ci XX GA, PURLINS IN TR, BAY 8 Z 2% x 1 CA. GIRTS (S/ N wN Z X12 x I A. GIRTS (S/W) T R. BAY CUSTOMER KING BUILDING SYSTEM CUST. pq5ggA uog:TjA x 1 GA. GIRTS EM9#ALL -8,Z-2112 4 Z 2'/z x 1 GA. RAFTERS LEFT ORN. BY LIQ CC 3 %z x 1 CA. RAFTERS RIGHT ISSUE A. C 3 %z x 1 CA. COLUMNS CO ER C 3 %z x 1 CA. COLUMNS ND WALL 8 3'/z x 1 GA. JAMBSOPENINGS 8 C ' 2 x 1 GA. HEADER _ OPENINGS 8 C 2' 1 GA. FLN'G BRCE. FRAMES L- 2 x 2 5' GA. RA ANGLE RAi<E L- 4 x 2 x 1 GA. ASE ANGLE I BASE 6 x 16 y a' w 1 r� SEE SHEET C1 OF 1 DESIGN LOADS SHEETING SWING DOORS FRAMED OPENINGS - T VENPLA row') — „ - MISCELLANEOUS ACCESSORIES 26 GA. (PBR) PANEL (7(,ur�►� ROOF MK. NO. DESCRIPTION MK. NO. SIZE -� DESCRIPTION MK. NG. DESCRIPTION MK. NO. DESCRIPTION 26 _ GA. ( AM) PANEL WALL A 5, 3070 (M) W/STD, HARDWARE' B 5_ 10=0 X 9 11. FOR 0. H. DOOR � �`t� �[Z� -- _ � � y� _ __^_� G► IK51 p� �IL.I. G LasU�.E TRIM. IV \a 26 GA. RAKE \� 26 GA. EAVE SKYLIGHTS BLANKET TYPE INSULATION U,L. 90 YES 26 GA. GUTTER MK. NO. -DESCRIPTION NONE C _ .i BY MBC ) BY OTHERS v ROOF NO X 26 GA DOWNS, ROOF WALL CS?�UL-25 � 20 YR: YES 26 GA,, CORNER PAINT : 5T SCREWS; WARR, NO X 26 'CA, ACCESS. ST LT' EA STROT FAVF R ES v 1A G PURL N END BA Y 8 Z 2'/2 XX GA, PURLINS IN TR, BAY 8 Z 2% x 1 CA. GIRTS (S/ END BAY 8 Z X12 x I A. GIRTS (S/W) T R. BAY CUSTOMER KING BUILDING SYSTEM CUST. pq5ggA uog:TjA x 1 GA. GIRTS EM9#ALL -8,Z-2112 4 Z 2'/z x 1 GA. RAFTERS LEFT ORN. BY LIQ CC 3 %z x 1 CA. RAFTERS RIGHT ISSUE A. C 3 %z x 1 CA. COLUMNS CO ER C 3 %z x 1 CA. COLUMNS ND WALL 8 3'/z x 1 GA. JAMBSOPENINGS 8 C ' 2 x 1 GA. HEADER _ OPENINGS 8 C 2' 1 GA. FLN'G BRCE. FRAMES L- 2 x 2 14 GA. RA ANGLE RAi<E L- 4 x 2 x 1 GA. ASE ANGLE I BASE L- 4 x 2 x 16 NO TE ALL ERECTION BOL TS ARE '/2" 0 x 7 " CAD, PLATED MACHINE BOL TS UNL, NTD. O C4,. 5 6 1'-234 C-234 2'-5'34 1'-234 ELE VA-rION_@ LINE "A" FONT SIDEWALL 1'-234 Z >J'� V, -234 1'-234 3 V-234 1'-234 �`r M. 2 "1 1'-234 1'-234I rl f -UR PERA4111 30'-0 20'-0 ELEVATION @ LINE "B BACK SIDEWALL REVISIONS NO. DATE DESCRIPTION 20'-0 '1e] metallic building company 111 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 BY CK'D ILai DESCRIPTION ERECTION PLAN SIZE ,5 i 50'-0 X 110'--0 X 9'-11(-t/' 12'-0 P15 CUSTOMER KING BUILDING SYSTEM CUST. pq5ggA uog:TjA —_ LOCATION SANFORD, FL. CAD BY TL ORN. BY LIQ CK'D FAY W-6 DATE SCALE �� el, ovnJ,E QUOTE NO. 12233 JOB NO. 35* --83784 SHEET NO. - F I ar- -5 ISSUE A. 15'-0 20'- 0 15 ELEVATION @ LINE LEF-r ENDWALL 12 I GHJ 2- LAP I'll - - - - - - - 7 - 7 - - - - - - i; , 4 :1 12 ,.r ,5 -,,7 -1,. (? 5•_ 0r, — — — — _ -- — i I I 1 I i i EgR' PANEL l . ---' 14 [r�� �,►r� �►.��`t �YPi � I I � jI �o I I F►,� . FSR, ! I L 8a t i; , 4 :1 12 ,.r ,5 -,,7 -1,. (? 5•_ 0r, — — — — _ -- — i I I 1 I i i EgR' PANEL l . ---' 14 [r�� �,►r� �►.��`t �YPi � I I � jI �o I I F►,� . FSR, ! 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