HomeMy WebLinkAbout0020 INDEPENDENCE DRIVE - PLANS (2) 1
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STAB
BUILDING SYSTEMS
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BUILDING SPECIFICA TIONS BUILDING DESCRIP TION GENERAL NOTES ENGINEERING DESIGN CRITERIA
THE STRUCTURE SUPPLIED BY STAR BUILDING SYSTEMS HAS BEEN DESIGNED AND NOMINAL SIZE: WID TH LENGTH EA VE HEIGHT ROOF SLOPE 1 ROOF PANEL 24 GA. STARSHIELD -- ALUM-ZINC BUILDING CODE MASSACHUSETTS STATE BUILD/NG CODE 6 TH ED/ TION
DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE SALES ORDER AND
SHOWN ON THESE DRAWINGS. ANY AL TERA TIONS TO THE S TRUC TURAL SYSTEM OR (LOW SIDE) BUILD/NG END USE RE TA/L L /QUOR S TORE
REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION 2) WALL PANEL 26 GA. DURA-RIB -- BRICK RED USE GROUP CLASSIFICATION USE GROUP B BUS/NESS
MATERIALS OR LOADS MUST BE UNDER THE ADVICE AND DIRECTION OF A' REGISTERED BUILDING 'A" 54'-0 X 73'-0 X 13'-0 1: 12 3) BACK PANEL 26 GA. DURA-RIB -- BRICK RED
ARCHITECT CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME (A&B) DEAD LOAD 4. 6 PSF STAR MATERIAL
1 NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. BUILDING 'B 64'-0 X 75 -0 X 24 -0 4: 12 4) EA VE GUTTER 26 GA. -- BRICK RED (A&B) ROOF COLLATERAL LOAD 3. 0 PSF SPRINKLER LOAD
THIS BUILDING IS DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN (A&B) ROOF COL LA TERAL LOAD 2. 0 PSF CE/L /NG LOAD
PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF 5) DOWNSPOUT 26 GA. -- BRICK RED FIXED SERVICE EQUIPMENT (1) 1500# ROOF TOP UNl TS (A)
- THE FOLLOWING ORGANIZATIONS AND CODES: 6) ALL OTHER FLASH 26 GA. -- BRICK RED F l XED SERVICE EQUIPMENT (2) 1500# ROOF TOP UN I TS (B)
AMERICAN •INSTI TU TE OF STEEL CONS TRUC TION; "SPECIFICA TION FOR THE (B) MEZZAN/NE DEAD LOAD 30. 0 PSF
DESIGN, FABRICATION AND ERECTION OF S TRUC TURAL STEEL FOR BUILDINGS". (B) MEZZAN/NE COL L A TERAL LOAD 3. 0 PSF SPR!NKL ER LOAD
AMERICAN IRON AND STEEL INS T/TU TE: "SPECIFICATION FOR THE DESIGN OF (B) MEZZAN l NE COL L A TERAL LOAD 2. 0 PSF CE!L /NG LOAD
COLD-FORMED STEEL STRUCTURAL MEMBERS". (B) MEZZANINE PARTITION LOAD 10. 0 PSF
THE BUILDING CODE /S AS STATED ON THE ENGINEERING DESIGN CRITERIA SHEET (B) MEZZAN/NE L I VE LOAD 75. 0 PSF
AMERICAN WELDING SOCIETY- "STRUCTURAL WELDING CODE" AWS D1. 1 SNOW LOAD ZONE 2
METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS BUILDER RESPONSIBILITIES SNOW LOAD (PF) 30. 0 PSF
MANUAL
THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM
WIND LOAD ZONE 3
MA TER/ALS WIND LOAD
THE APPROPR/A TE AGENCY AS REQUIRED. WI ND EXPOSURE 0. 0 MPH
RE B
APPROVAL OF STAR BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE (A&B BUILDING W/ND ALL BUILDINGS DESIGNED AS ENCLOSED
- MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED /N THE FABRICA TION OF . THAT STAR. HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF )
PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SEC. 4.2. 1 RISC CODE OF SEISMIC LOAD (CS)W
THAN COLD-FORMED SECTIONS) CONFORM TO ASTM A529 OR ASTM A572 W/TH A STANDARD PRACTICE.) SEISMIC VALUES AV = 0. 12, AA = 0. 12
MIN/MUM YIELD POINT OF 50,0 PSI. WHERE DISCREPANCIES EXIST BETWEEN THE STAR DRAWINGS AND THE PLANS SEISMIC HAZARD EXPOSURE GROUP : GROUP l
MATERIAL PROPERTIES OF H0 HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM FOR OTHER TRADES THE STAR DRAWINGS SHALL GOVERN.(SEC. 3.3 AISC CODE SOIL S/ TE S4 2. 00
A529 OR ASTM A572 W/TH A MINIMUM YIELD POINT OF 42,000 PSI. OF STANDARD PRACTICE.)
MA TERIAL PROPER TIES OF COLD-FORMED LIGH T GAGE STEEL MEMBERS CONFORM TO DESIGN CONSIDERA TIONS OF ANY MA TER/ALS /N THE STRUC TURE WHICH ARE LOAD COMB/NA T l ONS DL + L L + SN
THE REQUIREMENTS OF ASTM A570, GRADE 55, WITH A MIN/MUM YIELD POINT OF NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF THE BUILDER AND DL + LL + SN + 0. 5WL
55,000 PSI. ENGINEERS 0 THER THAN STAR ENGINEERS UNLESS SPECIFICALL Y INDICA TED. DL + L L + 0. 5SN + WL
COAT OF IRON OXIDE CORROSION INHIBITIVE FASTS. ERS SS OTHERWISE NE SHOP THE BUILDER /S RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED DL + LL + SN + EQ -
ALL STEEL MEMBERS EXCEPT BOL TS.AND FASTENERS SHALL RECEIVE 0
SPECIFIED) WORK /N COMPLIANCE W/TH STAR DRAWINGS.
TEMPORA R Y SUPPORTS, SUCH AS TEMP. GUYS, BRACES, FAL SEWORK OR OTHER H!GH STRENGTH BOLT T l GH TEN!NG IN ACCORDANCE W/ TH THE "SPECIFICATION FOR
JOBS/TE ELEMENTS REQD. FOR ERECTION WILL BE DETERMINED,- FURNISHED AND INSTALLED STRUCTURAL JOINTS USING ASTM A325 OR A490
INSPECTIONI BY THE ERECTOR. (SEC. 7.9. 1 AISC CODE OF STANDARD PRACTICE.) BOL TS" THE TURN OF THE NUT METHOD OF
IT IS THE BUILDER'S RESPONSIBILITY TO APPLY OR OBSERVE ALL TIGHTENING IS RECOMMENDED.
SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF PERTINENT SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS
THE BUILDER, UNLESS STIPULATED OTHERWISE. APPLICABLE. ENGINEERING NOTES
FIELD INSPECTION IS PER THE DESIGNATED CODE AND/OR LOCAL AGENCY. (NOT THE BUILDER /S RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS
BY STAR) RECEIVED. 1) THE APPL l CA T l ON OF MEZZANINE LOADS DIFFERENT FROM THOSE USED I N THE DES l GN
STAR /S NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, OR JOB SITE INSPECTION SHOR TA GES MUST BE REPORTED TO STAR BUILDING S YS TEMS WITHIN 48
FOR THIS PROJECT AND HAS NOT MADE A FIELD REVIEW OF THE BUILDING Sl TE. HOURS OF DELIVERY. OF THE MA TER I AL SUPPLIED BY STAR COULD VO!D WARRANTIES AND CER T/F I CA T!ONS
AS THEY APPLY TO THIS STRUCTURE.
2) SUPPORT OF SIOEWALL A PARAPET AT SLOGS. A & B NOT BY STAR.
3) SUPPORT OF S I DEWAL L C CMU WALL AT BL DGS. A & B NOT BY STAR.
4) 6 " CANOPY SUPPORT CHANNELS FOR WIND ON CANOPY ONLY, NOT FOR VER T I CA L
OR WIND ON WALL LOADS.
CROSS SECTION MEMBER MARK NUMBER
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8.5E92 8.5X3.25ES.092 1.00 SOUTH DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS
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CHECKED DATE ' A RobertsonCeco Company OKLAHOMA CITY, OK 73143
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DETAILED DATE BUILDER: CUSTOMER:
CHECKED DATE
LOHR REAL TY & CONSTRUCTION DAN GRIFFIN, JR, MBMA
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STAR BUILDING SYSTEMS P.O. BOX 94910 98-4.369
CHECKED DATE OKLAHOMA CITY, OK 73143
A RobertsonCeco Company
(405) 636-2010 MEMBER
DETAILED DATE BUILDER: CUSTOMER:
L OHR REALTY & CONS TRUC TION DAN GRIFFIN, JR. MBMA
CHECKED DA TE
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DRAWN DATE JOB NO.
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A RobertsonCeco Company (405) 636-2010 MEMBER
DETAILED DATE BUILDER: CUSTOMER:
CHECKED DATE MBMA-
SOUTH LOHR REALTY & CONSTRUCTION DAN GRIFFIN JR.DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS DRAWING NO.
NOT TO SCALE E(o
CHANNEL CAP FLASH
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DRA WN DA TE JOB NO.
STAID BUILDING SYSTEMS P.O. BOX 94910
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A RobertsonCeco Company
V (405) 636-2010 MEMBER
DETAILED DATE BUILDER: CUSTOMER:
LOHR REALTY & CONSTRUCTION DAN GRIFFIN JR. MBMA-
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FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
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vB �1. STAR BUILDING SYSTEMS BOX 94910
VERTICAL CLEARANCE DIMENSIONS ARE FROM CHECKED DATE ' • oKLAHoruA CITY, OK 73143 98-4369
FINISHED FLOOR REFERENCE ELEVATION. A RobertsonCeco Company
SPLICE BOL T TABLE 'I-I -1,8; (405) 636-2010 MEMBER
%gARDENED BEVELED DETAILED DATE BUILDER: CUSTOMER:
CONN. QTY. SIZE TYPE WASHERS WASHERS LOHR REALTY & CONSTRUCTION DAN GRIFFIN, JR.
A (6) 4 X 2 A325 B&N 0 0 CHECKED DATE MBMA
SOUTH DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS
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VERTICAL CLEARANCE DIMENSIONS ARE FROM C ECKED DATE ' ' OKLAHOMA CITY, OK 73143 98 369
FINISHED FLOOR REFERENCE ELEVA TION, C',
, A Robertso�Ceco Company,
SPLICE BOLT TABLE ., Il-ILL- tF' � (405) 63672010 MEMBER
DETAILED DATE BUILDER: CUSTOMER:
CONN. 0TY. SIZE TYPE HARDENED BEVELED
WASHERS WASHERS LOHR REALTY & CONSTRUCTION DAN GRIFFIN, JR. MBMA
A (6) 4 X 2 A325 B&N 0 0
CHECKED DATE
SOUTH DENNIS, MASSACHUSETTS HYANN/S, MASSACHUSETTS
8 (4) ? X 1s A325 B&N 0 0 DRAWING NO.
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STAR BUILDING SYSTEMS 98-4,369
VERTICAL CLEARANCE DIMENSIONS ARE FROM CH CKED DATE OKLAHOMA CITY, OK 73143
FINISHED FLOOR REFERENCE ELEVATION,
A RobertsonCeco Company (405) 636-2010 MEMBER
SPLICE B 0L T TABLE A
DETAILED DA TE BUILDER: CUSTOMER:
CONN. QTY. SIZE TYPE HARDENED BEVELED
CHECKED DATE
WASHERS WASHERS LOHR REAL TY & CONSTRUCTION DAN GRIFFIN, JR, MBMA
A (6).4 X•2 A325 B&N 10 0
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FRAME CLEARANCES SHOWN ARE APPROXIMATE AND
MAY VARY DUE TO CONDIT70NS (DEFLECTION). DRAWN DATE JOB NO.
VERTICAL CLEARANCE DIMENSIONS ARE FROM �: STAR BUILDING SYSTEMS P.O. eox 94910 98-4369
SPLICE BOL T TABLE FINISHED FLOOR REFERENCE ELEVATION. CHECKED DATE OKLAHOMA CITY, OK 73143
A RobertsonCeco Company
HARDENED BEVELED it -'f� $ (405) 636-2010 MEMBER
CONN. QTY. SIZE TYPE WASHERS WASHERS DETAILED DATE
BUILDER: CUSTOMER:
A (12) a X 2 A325 B&N 0 ' 0 LOHR REALTY & CONSTRUCTION DAN GRIFFIN, JR.
B (4) 2 X 14 A325 B&N 0 0 CHECKED DA TE MBMA
C O 8 J X 2 A325 B&N 0 0 SOUTH DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS
s DRAWING NO.
D (14) e X 2 A325 B&N D 0 NOT TO SCALE E11
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DB 11 1b-99
VERTICAL CLEARANCE DIMENSIONS ARE FROM CH CKED DATE STAR BUILDING SYSTEMS BOX 949,0
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98-4369
SPLICE BOLT TABLE FINISHED FLOOR REFERENCE ELEVA 170N. -
HARDENED BEVELED A RobertsonCeco Company
CONN. QTY. SIZE TYPE />-!� -c?
WASHERS WASHERS (405) 636-2010 MEMBER
A (16)
DETAILED DATE BUILDER:
4 X 2 A325 B&N 0 0 CUSTOMER:
LOHR REALTY & CONSTRUCTION DAN GRIFFIN, JR.
B (4) 2 X 14 A 325 B&N 0 0 CHECKED DA TE MBMA
C (8) 4 X 2 AJ25 B&N 0 0 SOUTH DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS
DRA WING NO.
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CH CKED DATE ' ' OKLAHOMA CITY, OK 73143
A RobertsonCeco Company
(405) 636-2010 MEMBER
DETAILED DATE BUILDER: CUSTOMER.
SPL/CE BOLT TABLE L OHR REAL TY & CONS TRUC TION DAN GRIFFIN, JR.
MBMA
CHECKED DA TE
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FINISHED FLOOR REFERENCE ELEVATION. ,
DRA WN DATE JOB NO..
pe l�-� -` � A• STAR BUILDING 'SYSTEMS P.O. BOX 94910 _4
CHECKED DATE � � OKLAHOMA CITY, OK 73143 98 369
A RobertsonCeco Company
(405) 636-2010 MEMBER .
DETAILED DATE BUILDER: CUSTOMER:
LOHR REALTY & CONSTRUCTION DAN GRIFFIN, JR,
SPLICE BOL T TA BL E
CHECKED DATE
MBMA
HARDENED BEVELED SOUTH DENNIS, MASSACHUSETTS HYANNIS, MASSACHUSETTS
CONN. QTY. SIZE TYPE WASHERS WASHERS DRAWING NO.
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