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HomeMy WebLinkAbout2023-368-E-AMS-Abacus Builders- PFPC Freezer Roof - CO 1 Add additional roof joistsRevised 04/23 ORANGE COUNTY CHANGE ORDER REQUEST NORTH CAROLINA ______________________________________________________________________________________________________________ Date: 7/21/2023 Project: Piedmont Food Processing Center Roof Over Freezers Change Order No. 01 Department: AMS Department Address: 306 Revere Road, Hillsborough NC 27278 Project: PFPC Freezer Roof Contractor: Abacus Buildings, Inc. Contractor Address: 1226 Little Creek Road, Durham, NC 27713 Effective date of original contract: 10/17/2022 This change order increases decreases the contract time by 273 days. Check here if no impact to contract time . Will this change order impact the date of substantial completion? Yes No. If yes, the amended date of substantial completion is: 12/29/2023 _______________________________________________________________________________________________________________ Full Description of Change: Add (6) Additional 800S200-68 joist. Add (2) additional joists required at each end of the structure, and (4) joists are required for additional blocking. Add additional brackets and fasteners for each joist. Reason for Change: This project was designed in 2018, and the funding was approved in FY2022-2023. The drawings had to be reviewed and revised for current code updates. The updates require additional joists to be installed for this roofing system. _______________________________________________________________________________________________________________ Original contract sum: $ 116,259.00 Contract sum prior to this change order: $ 116,259.00 Amount of this change order: $ 7,800.00 Total sum of the contract including this change order: $ 124,059.00 _______________________________________________________________________________________________________________ This change order is executed to amend the contract time or contract sum. It shall not be construed to impact the original contract, project, services, or work in any other manner. All other terms of the Original Contract remain in effect. Approved and executed this 21st day of July, 2023. _______________________________ _____________________________ _____________________________ Contractor Owner Architect (when retained) By:____________________________ By:___________________________ By:___________________________ DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B 7/28/2023 President 8/3/2023 County Manager Revised 04/23 ORANGE COUNTY—INTERNAL USE ONLY ______________________________________________________________________________ Finance Information Vendor Name: Abacus Builders, Inc. Vendor Contact Person: Kevin Lancaster (abacusbuildersinc@gmail.com) Phone: 252.903.7907 Address: 1226 Little Creek Rd. City Durham State: NC Zip: 27713 Department: AMS Amount: $7800.00 Purpose: PFPC Freezer Roof - CO 1 Add additional roof joists Budget Code(s): 34600020- 880000-10076 Vendor # 67763 Vendor Status with NCSOS: Current - Active Vendor is a BOCC consultant: Yes No Contract Details Contract Type: New Amendment (Original Contract: 10/17/2022) (Most Recent Amendment 7/17/2023) Effective Date 7/21/2023 End Date 12/31/2023 Notice Date (Notice Purpose ) Award Approved by Board (Agenda Date: ); Made or Administered by AMS Signature Authority - BOCC Express Delegation (Agenda Date: ) - Policy 9.4: Under $5,000; Service Under $90,000; Construction Under $250,000 - Budget Policy Section XV (Capital Improvement Project: 10076) Bidding Informal Bidding ($30k-$90k); Formal RFP ($90k+); Other (<$30k); Exception(# ) Department Affirmation This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this pro ject has not been initiated prior to execution of the agreement. Services related to this agreement have already begun or been completed. Description of the nature of the emergency condition that was addressed: Department Director’s Signature ________________________________________ Date: ________ Information Technologies This agreement has been reviewed and is approved as to information technology content and specifications: Office of the Chief Information Officer___________________________________ Date: ________ Inapplicable because no hardware/software purchases or rela ted services Risk Management This agreement is approved for sufficiency of insurance standards, specifications, and requirements: Office of the Risk Management Officer___________________________________ Date: _________ Financial Services This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: Office of the Chief Financial Officer ____________________________________ Date: _________ Legal Services This agreement is approved as to legal form and sufficiency: Office of the County Attorney __________________________________________Date: ________ Clerk to the Board All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Received for record retention: Office of the Clerk to the Board __________________________________________Date:_________ DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B 7/31/2023 8/1/2023 8/2/2023 8/2/2023 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTR INSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD ABACUS1 OP ID: NJE 07/18/2023 Natalie Engelhart The Sorgi Insurance Agency 16 Consultant Place Suite 102 Durham, NC 27707 James E. Sorgi, CIC 919-682-4814 919-682-4906 natalie@sorgiinsurance.com Builders Mutual Insurance Co. Abacus Builders, Inc.Kevin Lancaster1226 Little Creek RoadDurham, NC 27713 A X 1,000,000 X X CPP-0096671 03/15/2023 03/15/2024 100,000 5,000 1,000,000 2,000,000 X 2,000,000 1,000,000A X CPP-0096671 03/15/2023 03/15/2024 XX X XA X WCP-1084384 03/15/2023 03/15/2024 500,000 500,000 500,000 Orange County, its officers, official agents, and employees are an additional insured on the General Liability and Auto Liability policies. Workers Compensation policy includes waiver of subrogation endorsement in favor of certificate holder ORCO001 Orange County attn: Risk Management P.O. Box 8181 Hillsborough, NC 27278 919-682-4814 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B D E S I G N C R I T E R I A BUILDING CODE: CONCRETE DESIGN CODE: CONCRETE DESIGN METHOD: STEEL DESIGN CODE: STEEL DESIGN METHOD: STEEL JOISTS: NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE EQUIV. RECTANGULAR STRESS BLOCK AISC MANUAL OF STEEL CONSTRUCTION, LRFD, FOURTEENTH EDITION ELASTIC ANALYSIS, PLASTIC DESIGN SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND LONGSPAN JOISTS S N O W L O A D TERRAIN CATEGORY GROUND SNOW LOAD (Pg) SNOW EXPOSURE FACTOR (Ce) THERMAL FACTOR (Ct) SNOW IMPORTANCE FACTOR (Is) FLAT ROOF SNOW LOAD (Pf) B 15 PSF 1.0 1.0 1.0 15 PSF W I N D L O A D S MINIMUM WIND LOAD BASIC WIND VELOCITY RISK CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT COMPONENTS & CLADDING 10 PSF 115 MPH II B ±0.18 CALCULATED BY PROVIDER PER ASCE 7-10 S E I S M I C D A T A BUILDING OCCUPANCY CATEGORY SEISMIC IMPORTANCE FACTOR (IE) MAPPED SPECTRAL RESPONSE ACCELERATION (SS) MAPPED SPECTRAL RESPONSE ACCELERATION (S1) SITE CLASS DESIGN SPECTRAL RESPONSE ACCELERATION (SDS) DESIGN SPECTRAL RESPONSE ACCELERATION (SD1) SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE RESISTING SYSTEM RESPONSE MODIFICATION FACTOR (R) DEFLECTION AMPLIFICATION FACTOR (Cd) DESIGN BASE SHEAR NORTH-SOUTH DIRECTION EAST WEST DIRECTION ANALYSIS PROCEDURE II 1.0 20.0% 7.8% D 21.3% 12.5% B NOT DETAILED 3.00 3.00 N/A N/A EQUIV. LAT. FORCE L I V E L O A D S SLAB ON GRADE 200 PSF ROOF (MINIMUM) 17.5 PSF G E N E R A L N O T E S 1.THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS. 2.THE CONTRACTOR WILL COORDINATE BETWEEN ALL TRADES. CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE DRAWINGS OF OTHERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER IN A TIMELY FASHION THAT PERMITS CLARIFICATIONS WITHOUT EFFECTING THE CONSTRUCTION SCHEDULE. 3.THESE DRAWINGS ALONG WITH ANY SPECIFICATIONS ISSUED CONSTITUTE THE CONTRACT DESIGN DOCUMENTS FOR THIS PROJECT. ANY DISCREPANCY BETWEEN THE TWO WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR CLARIFICATION. FOR ESTIMATING PURPOSES THE CONTRACTOR WILL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY BE ORDERED, AND NO WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL. 4.ALTERNATES OR SUBSTITUTIONS TO STRUCTURAL MATERIALS OR DESIGN ARE AT THE SOLE DISCRETION OF THE LICENSED STRUCTURAL ENGINEER OF RECORD. ANY MODIFICATION MUST BE APPROVED IN THE MANNER SET FORTH IN THE "FRONT END" SPECIFICATIONS. 5.ALL STANDARDS REFERENCED WITHIN THESE DOCUMENTS ARE TO BE THE EDITIONS REFERENCED IN CHAPTER THIRTY-FIVE OF THE INTERNATIONAL BUILDING CODE. 6.STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR THE FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. SHORING IS TO BE DESIGNED TO PRECLUDE THE OVERSTRESSING ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. 7.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR WILL BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN UNUSUALLY UNSAFE CONDITION. F O U N D A T I O N S 1.THE PRIMARY BUILDING STRUCTURE IS DESIGNED FOR SUPPORT ON SPREAD FOOTINGS WITH AN ASSUMED ALLOWABLE NET SOIL BEARING PRESSURE OF 2000 PSF ON UNDISTURBED SOILS OR COMPACTED FILL. 2.IF SOIL AT THE SCHEDULED FOOTING ELEVATION IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT AND STRUCTURAL ENGINEER ARE TO BE NOTIFIED IMMEDIATELY. LOWER FOOTING ELEVATIONS IF REQUIRED BY ARCHITECT AND ENGINEER TO REACH FIRM SOIL. 3.CONTRACTOR IS TO PROVIDE PROPERLY DESIGNED SHEETING AND SHORING AT ALL OPEN EXCAVATIONS, OR LAY BACK THE CUT AT A SLOPE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER IN ORDER TO ENSURE SAFE WORKING CONDITIONS AND AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE PLACEMENT OF CONCRETE. C O N C R E T E 1.ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318 (EDITIONS IN FORCE). 2.CONCRETE MIX DESIGNS ARE REFERENCED IN THE PROJECT SPECIFICATIONS. FOR EACH DESIGN A SUBMITTAL WILL BE MADE BY THE CONTRACTOR AS OUTLINED IN THE SPECIFICATIONS. 3.ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCEMENT STEEL IS PROHIBITED. 4.THE CONTRACTOR WILL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS. 5.ALL REINFORCING STEEL IS TO BE CONTINUOUS. LAP BARS 40 DIAMETERS FOR BARS #6 AND SMALLER OR 48 DIAMETERS FOR BARS #7 AND LARGER AT SPLICE UNLESS NOTED OTHERWISE ON SCHEDULES OR DETAILS. 6.THE LOCATION OF ALL LAP SPLICES WILL BE SHOWN ON SHOP DRAWINGS. 7.NO CONCRETE ELEMENT MAY BE CORED TO PLACE THROUGH ITEMS (ie PIPES, ELECTRICAL LINES, ETC.). ALL THROUGH ITEMS PENETRATING HORIZONTAL SURFACES ARE TO BE PLACED IN SCHEDULE 40, STEEL, PIPE SLEEVES OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE THROUGH ITEM. AT PENETRATIONS IN THE VERTICAL PLANE OF ELEMENTS THE PIPE SLEEVE DIAMETER WILL BE INCREASED BY AN AMOUNT TO PROVIDE 1 1/2" CLEAR DIMENSION AROUND THE THROUGH ITEM. 8.REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING OF CONCRETE BELOW GRADE. 9.NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED IN CONCRETE ELEMENTS. LOCATE VERTICAL CONSTRUCTION JOINTS AT THE MIDDLE THIRD OF THE SPAN. PROVIDE 2x4, CONTINUOUS, BEVELED KEYWAYS AT SLABS AND (ONE MINIMUM) AND 2X8 BEVELED KEYWAY AT BEAMS. SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL. 10.ALL INTERSECTING BEAMS, WALLS, AND FOOTINGS SHALL HAVE CORNER BARS. REFER TO TYPICAL DETAILS. S T E E L 1.DIMENSIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE PROVIDED AS A CONVENIENCE AND ARE SOLELY TO CONVEY THE QUANTITY AND NATURE OF THE STRUCTURAL STEEL LAYOUT. ALL FINAL DIMENSIONS ARE TO BE COORDINATED BY THE CONTRACTOR WITH THE PROJECT ARCHITECT BEFORE MATERIAL IS ORDERED OR FABRICATIONS HAS BEGUN. 2.UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS, SHEAR CONNECTIONS ARE TO BE DESIGNED USING THE AISC ALLOWABLE STRESS DESIGN METHOD FOR THE MINIMUM SERVICE LOAD REACTIONS PROVIDED ON THE FRAMING PLANS. ADDITIONALLY, SINGLE ANGLE CONNECTIONS ARE PROHIBITED AND MEMBERS WILL BE FURNISHED WITH A MINIMUM NUMBER OF WEB BOLT ROWS AS FOLLOWS: MEMBER DEPTH MIN. NUMBER OF WEB BOLT ROWS W4 -W10 2 BOLTS W12 OR GREATER 3 BOLTS 3.GENERALLY, 3/4" DIA., ASTM A-325-N BOLTS ARE TO BE USED FOR ALL BOLTED SHEAR CONNECTIONS UNLESS OTHERWISE INDICATED. THE FABRICATOR MAY USE OTHER DIAMETER BOLTS WHERE AISC RECOMMENDATIONS REQUIRE A SMALLER BOLT FOR GAGE OR BLOCK SHEAR REASONS OR WHERE STRENGTH REASONS REQUIRE LARGER DIAMETER BOLTS. THE PROVIDER OF BOLTS WILL PAINT THE HEADS OF THE NONSTANDARD BOLTS WITH IDENTIFYING COLORS UNIQUE TO A PARTICULAR DIAMETER OF BOLT AND WILL STRIPE THE FRAMING MEMBER AT THE CONNECTION SITE OUTSIDE THE FAYING SURFACE WITH THE CORRESPONDING COLOR. 4.FULLY TENSION ALL BOLTS WHERE DESIGNATED ON STRUCTURAL DRAWINGS AND AT MOMENT CONNECTIONS, INCLUDING BOLTS RESISTING ONLY GRAVITY LOADS. PROVIDE ASTM A-325-SC BOLTS AT CONNECTIONS WHERE INDICATED ON DRAWINGS. PREPARE FAYING SURFACES AT SUCH CONDITIONS PER AISC REQUIREMENTS. 5.SINGLE PLATE SHEAR CONNECTION IS THE PREFERRED METHOD OF ATTACHMENT BETWEEN BEAMS AND GIRDERS AND WHERE HORIZONTAL FRAMING MEMBERS ATTACH TO COLUMNS AT ANGLES OTHER THAN 90°. 6.COLD BENDING OF PLATE MATERIAL IS NOT PERMITTED FOR USE IN SKEWED CONNECTIONS. HEAT MEMBER OR BUILD UP FROM TWO PLATES AS REQUIRED AND FULLY TEST ANGLE FOR WELD DEFECTS. 7.ALL COPES AND CUTS IN STRUCTURAL MEMBERS ARE TO BE MADE FREE OF NOTCHES OR OTHER STRESS CONCENTRATORS. COPES ARE TO BE CUT AT A MINIMUM RADIUS OF 1/2". 8.ALL ROLLED STEEL MEMBERS ARE TO FABRICATED WITH MILL CAMBER UP. 9.COLUMN SPLICES ARE NOT ANTICIPATED ON THIS PROJECT. THE FABRICATOR MAY REQUEST COLUMN SPLICES SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. ALTHOUGH THE ACTUAL TYPE OF SPLICE WILL BE DETERMINED ON AN INDIVIDUAL BASIS, AISC TYPE VIIID COLUMN SPLICES MAY BE ASSUMED FOR PRICING PURPOSES. 10.ALL WELDS ARE TO CONFORM WITH ANSI/AWS D1.1 STANDARD AND ARE TO BE MADE BY CERTIFIED WELDERS. 11.ALL FULL AND PARTIAL PENETRATION WELDS IN MOMENT CONNECTIONS ARE TO MEET CYCLICAL LOADING STANDARDS. 12.A WELD SCHEDULE FOR ALL FIELD WELDS WILL BE FURNISHED BY THE ERECTOR. THIS SCHEDULE IS TO BE PREPARED BY A COMPETENT DESIGNER OF WELDS AND WILL INDICATE AT A MINIMUM PREHEAT, THE WELD FILLER MATERIAL, THE PROPER WELD DEPOSITION RATE AND THE WELDING MACHINE SETTINGS. 13.THE TOP FLANGES OF ALL MEMBERS ARE TO REMAIN UN-PRIMED AND UNPAINTED UNLESS EXPOSED TO VIEW. ADDITIONALLY, MEMBERS TO RECEIVE SPRAY APPLIED FIRE PROOFING OR MEMBERS EMBEDDED OR ENCASED IN CONCRETE ARE TO REMAIN UN-PRIMED AND UNPAINTED 14.ALL STEEL ELEMENTS AND CONNECTIONS WHICH WILL BE PERMANENTLY EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. S T E E L J O I S T S 1.STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST STEEL JOIST INSTITUTE SPECIFICATIONS. JOIST MANUFACTURER SHALL BE A MEMBER OF THE S.J.I. 2.UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS, K-SERIES JOISTS SHALL BEAR A MINIMUM OF 21/2" ON STEEL SUPPORTS AND EACH END SHALL BE WELDED TO SUPPORTS USING A MINIMUM OF 2 -1/8" x 1" LONG FILLET WELDS. INCREASE WELD SIZE AND LENGTH AS REQUIRED TO SATISFY UPLIFT REQUIREMENTS. 3.BOLT JOISTS AT COLUMN LINES IN ACCORDANCE WITH S.J.I. STANDARD SPECIFICATIONS AND PROVIDE BOTTOM CHORD EXTENSIONS. 4.JOIST BRIDGING IS INDICATED SCHEMATICALLY ON THE STRUCTURAL DRAWINGS. PROVIDE HORIZONTAL AND/OR DIAGONAL BRIDGING AND ACCESSORIES AS REQUIRED TO FULLY COMPLY WITH S.J.I. SPECIFICATIONS AND TO RESIST THE UPLIFT PRESSURES INDICATED. 5.PROVIDE TOP CHORD EXTENSIONS AND CEILING EXTENSIONS AS INDICATED AND AS NECESSARY TO SATISFY ARCHITECTURAL REQUIREMENTS. M A T E R I A L S 1.STEEL WIDE FLANGE MEMBERS ASTM A992, Fy = 50KSI ANGLES & CHANNELS ASTM A36, Fy = 36KSI PLATES & BARS (GENERAL)ASTM A36, Fy = 36KSI PLATES & BARS (MOMENT CONNECTIONS)ASTM A572, Fy = 50KSI HOLLOW STRUCTURAL SECTIONS (RECTANGULAR)ASTM A500 GRADE B, Fy = 46KSI MISCELLANEOUS PIPES ASTM A53, Fy = 35KSI BOLTS (FRAMING MEMBERS)ASTM A352-N ANCHOR RODS ASTM F1554 GRADE 55, WELDABLE ROOF DECKING ASTM A653SQ, GRADE 33 GALV. 2.REINFORCING STEEL GENERAL REINFORCING ASTM A615, Fy = 60KSI WELDED WIRE FABRIC ASTM A185, IN FLAT SHEETS 3.WELD ELECTRODES GENERAL -ROLLED OR FORMED MEMBERS E70xx ELECTRODES, CVN = 20#-FT AT 40 DEG. DECKING TO FRAME WELDS E70xx OR E60xx 4.CONCRETE FOOTINGS MIX F'c = 3000PSI NORMAL WEIGHT SLABS ON GRADE MIX F'c = 4000PSI NORMAL WEIGHT 5.GROUT F'c = 3000PSI FIRE PROTECTION 1.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEALED FIRE PROTECTION DESIGN AS REQUIRED BY NC BUILDING CODE. 1 1 CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.1 UO, SDH 3/14/2019 JET JET GENERAL NOTESFREEZER ADDITIONPIEDMONT FOOD & AGRIC.NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B CJ8' - 0"23' - 4 1/2"41' - 8" 1 2 3 B A 17' - 6"17' - 7"20' - 5 1/2"FREEZER 2FREEZER 1 1 S.4 2 S.4 3 S.4 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1HSS4X4X3/16 BP-1 3 S.4 4 S.49 1/2" EQ. EQ. T.O.F. (-5 -4")T.O.F.(-5 -4")SLAB ON GRADE EXISITING BUILDING 9 1/2"S.4 9 1' - 0"1' - 0"T.O.F. (-5' -4") T.O.F MATCH EXISTING FOOTING DRILL & EPOXY FTG. HORIZONTAL BARS 6" INTO FACE OF EXISTING FOOTING FACE OF EXISTING WALL FOOTING ASSUMED OUTLINE OF FREEZER T.O.F.MATCHEXISTINGFOOTINGDRILL & EPOXY 6" HORIZONTAL BARS INTO FACE OF EXISTING FOOTING RECESSED SLAB EDGE 11 S.4 RECESSED SLAB F3.5 (-5' - 4") F3.5 (-5' - 4") F3.5 (-5' - 4") F3.5 (-5' - 4") CONDENSING UNIT STEEL COLUMN, PIER & F3.5 FOOTING REQUIRED FOR ALTERNATE G-1 ONLY -OMIT AT BASE BID (TYPICAL ALL 5 LOCATIONS NOTES: 1. TOP OF SLAB REFERENCE ELEVATION = 0'-0" (TO MATCH EXIST. F.F.E.) 2. "FX" ON PLAN REFERS TO FOOTING MARK. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. 3. "T.O.F." REFERS TO TOP OF FOOTING ELEVATION AS MEASURED FROM FIRST FLOOR REFERENCE ELEVATION AND IS NOTED (-X'-X") ON PLAN. 4. "C.J." ON PLAN DENOTES A SLAB CONTROL JOINT. REFER TO DETAIL 2/S4 FOR ADDITIONAL INFORMATION. 5. SEE 3/S4 FOR TYPICAL FOOTING DETAIL. 6. SEE 6/S4 FOR TYPICAL ANCHOR ROD DETAIL. 7. "BP-X" DENOTES COLUMN BASEPLATE, SEE 5/S4 FOR BASEPLATE DETAILS. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.2 UO,SDH 3/14/2019 JET JET FOUNDATION PLANFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1/4" = 1'-0"1 FOUNDATION PLAN SPREAD FOOTING SCHEDULE Type Mark LENGTH WIDTH THICKNESS REINFORCEMENT F3.5 3' - 6" 3' - 6" 12" (4) #5 E.W. BOT 1 NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B W12X14 W12X14 W12X14W12X14 800S200-68 @ 16" O.C. 1 2 3 B A 17' - 6"17' - 7" W14X2220' - 5 1/2"9 1/2"1 S.6 2 S.6 3 S.6 2 S.6 (-8") (-8")(-8") D.B.E. (+10' -0") D.B.E. (+11' -0") EXISITING BUILDING KNEE BRACE (TYP) -SEE ELEVATION ON SHEET S.5 (-8")(-8")1' - 0"1' - 0"1' - 0"8 1/2"EDGE OF DECK 1 1 3 3 3 3 2 2 2 2 1 4' 4'NOTES: 1. DECK BEARING ELEVATION (D.B.E.) 2. TYPICAL ROOF CONSTRUCTION CONSISTS OF 1 1/2" TYP B 22 GA. METAL ROOF DECK PER DETAIL 6/S6 3. (+X'-X") DENOTES ELEVATION ABOVE FINISHED FLOOR, U.N.O. 4. (-X") DENOTES TOP OF STEEL BELOW D.B.E. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.3 UO, SDH 3/14/2019 JET JET ROOF FRAMING PLANFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1/4" = 1'-0"1 ROOF PLAN 3 -27.5 2 -18.8 1 -11.2 ZONE NET PRESSURE (PSF) ROOF UPLIFT SCHEDULE THIS SHEET FOR ALTERNATE G-1 ONLY -OMIT AT BASE BID NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B 6"#4@12" O.C. EACH WAY WITH 1-1/2" TOP COVER 6" MIL VAPOR BARRIER COMPACTED CRUSHED STONE 4"TT/4NOTES: 1. INTERMEDIATE CONTROL JOINTS SHALL BE FORMED BY AN APPROVED TEMPORARY INSERT OR BY SAWING WITH AN APPROVED CONCRETE SAW. 2. REINFORCEMENT SHALL TERMINATE AT EACH JOINT. 3. SAWING SHALL BE DONE WITHOUT SPALLING AND RAVELLING AND NOT MORE THAN 24 HOURS AFTER CONCRETE IS PLACED. 4. AFTER CONCRETE HAS CURED FOUR DAYS, CLEAN AND DRY JOINT AND FILL WITH AN APPROVED SEALANT TO 1/8" OF SURFACE. 3/16" ± 1/16"SLAB REINF.SEE TYP. 1' - 0"8" 1' - 6" 3' - 2"2' - 0"2' - 0"1' - 0"2" CLR.3" CLR.#5 @ 12" O.C. @ MID- DEPTH OF WALL #4 @ 12" O.C. #5 @ 12" O.C. (3) #4 (2) #4 #5 HOOK BARS @ 12" O.C.1' - 4"GALV. L3X3X1/4 W/ 1/2"Ø HEADED STUDS @ 24" O.C. AT LOADING DOCK WALL ONLY CONC. SLAB ON GRADE T/FOOTING (-5' -4") T/SLAB (+0' -0") T/GRADE (-4' -0") EXISTING STRUCTURE EPOXY #5 DOWELS 14" INTO EXISTING SLAB @ 12" O.C. TYP. SLAB ON GRADE 6"4" 10"10"1 1/2"1 1/2"1 1/2"1 1/2" 3/4" PLATE HSS COLUMN - SEE PLAN. 3/16 (4) 13/16" Ø OVERSIZED HOLES TYP. CORNER BARS - SIZE & SPACING SAME AS HORIZ. REINF., CLASS B LAP SPLICE FTG. WIDTHFTG. WIDTH FTG. HORIZ. REINF., SEE PLAN & DETAILS PLAN VIEW 8"1' - 0" 1 1/2" 1 1/2"1 1/2"1 1/2"3/16 3/4" PLATE 13/16" Ø HOLES FOR (4) 3/4" Ø TITEN HD ANCHORS C6X8.2 CONC. DOCK WALL AND REINFORCING, SEE TYPICAL DOCK WALL DETAIL PLAN PED-1 (12) #7 VERT W/ STD HOOK #4 TIES, SEE SECTION FOR SPACING POST-INSTALLED ANCHOR RODS EMBEDDED INTO PIER 1' - 5 1/2"1' - 0 1/2" 4" CLR 1' - 10"1' - 10"9 1/2"9 1/2" 10 S.4 1 CONC. RETAINING WALL AND REINFORCING, SEE TYPICAL REINFORCING WALL DETAIL CONC. SLAB ON GRADE T/PAVEMENT (-4' -0") T/FOOTING (-5' -4") T/SLAB (+0' -0") HSS COLUMN CONTROL JOINT (2) #4 TIES @ TOP OF PIER AND #4 TIES @ 12" O.C. (12) #7 VERT W/ STD HOOK COL. FOOTING, SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT COLUMN ANCHOR BOLTS POST INSTALLED INTO PIER SECTION 1' - 5 1/2"4' - 0"1' - 0"WALL GOING UP TO THE ROOF 1' - 0"1' - 8" 8" 1' - 10" . 1 3/4" ASTM F1554 THREADED ROD OR HEADED STUD PROVIDE WASHER AT OVERSIZED HOLES BASEPLATE 2" NON-SHRINK GROUT TOP OF FOOTING PEDESTAL LEVELING NUT W/ WASHER MIN. PROJ = 2" GROUT ALLOW. + BASEPLATE THK. + 2 X THK. OF NUT DRILL & EPOXY W/ HILTI HY 200 EPOXY 6 " EMBEDMENT#5 HOOK BARS @ 12" O.C. T/FOOTING (-5' -4") T/SLAB (+0' -0") T/GRADE (-4' -0") 1' - 6" 3' - 2"1' - 0"3" CLR.VERIFY W/ MANUFACTURER (2) #5 INSULATION4"4" SLAB W/ 6X6XW1.4XW1.4 W.W.F. 6" SLAB 2X4 HARDWOOD BLOCKING #4 @ 12" O.C. 1' - 0"8" 4" STONE BASE FREEZER WALL #4 @ 12" O.C. #5 @ 12" O.C. (3) #4 CLR.2"(2) #4 CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.4 UO, SDH 3/14/2019 JET JET FOUNDATION DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC.3/4" = 1'-0"1 TYPICAL 6" SLAB ON GRADE 3/4" = 1'-0"2 TYP. SLAB INTERMEDIATE CONTROL JOINT 3/4" = 1'-0"3 RETAINING WALL 3/4" = 1'-0"4 SLAB DOWELS 1 1/2" = 1'-0"5 BP-1 1/2" = 1'-0"7 TYP. CONT. FTG. CORNER REINF. 1 1/2" = 1'-0"8 BP-2 3/4" = 1'-0"9 PIER PLAN VIEW 3/4" = 1'-0"10 TYPICAL PIER SECTION AT RETAINING WALL 3/4" = 1'-0"6 TYP. ANCHOR ROD DETAIL 3/4" = 1'-0"11 RECESSED SLAB THIS DETAIL AT ALTERNATE G-1 ONLY THIS DETAIL AT ALTERNATE G-1 ONLY THIS DETAIL AT ALTERNATE G-1 ONLY THIS DETAIL AT ALTERNATE G-1 ONLY 1 NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B T.O.S. 0" ROOF 11' -0" BA W12X14 3' - 8 1/2"4' - 0"4' - 0"4' - 0"10' - 0"2L2X 2X 3/162 L 2 X 2 X 3/1 6 HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' -0" B A W 12X14 10' - 0"4' - 0"3' - 8 1/2"4' - 0"4' - 0"2L2X2X3/162 L 2 X 2 X 3/1 6 HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' -0" 123 W12X14 W12X14 2L2X2X3/162 L 2 X 2 X 3/1 6 2L2X2X3/162 L 2 X 2 X 3/1 6 4' - 0" 4' - 0"10' - 0"HSS4X4X3/16BP-1HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' -0" 1 3 3' - 0"3' - 0" FREEZER 1 FREEZER 22L2X2X3/162L2X2X3/16 W14X22 S.6 4 S.6 5 2' - 0"2' - 1"HSS4X4X3/16BP-1HSS4X4X3/16BP-1CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.5 OU, SDH 3/14/2019 JET JET BRACE DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1/4" = 1'-0"1 ELEVATION LINE 1 1/4" = 1'-0"2 ELEVATION LINE 3 1/4" = 1'-0"3 ELEVATION LINE B 1/4" = 1'-0"4 ELEVATION LINE B THIS SHEET APPLIES TO ALTERNATE G-1 ONLY - OMIT AT BASE BID. 1 NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B SIMPSON RCA223/54 CLIP W/ (3) #10 SCREWS TO JST. & (2) HILTI X-U 0.157" DIA PAF TO BM W BEAM - SEE PLAN. 800S200-68 JOIST Fy 33KSI 1.5B22 METAL DECKB 1' - 0" L2X2X3/16 CONT. (1) HILTI X-U 0.157" DIA PAF @ 16" O.C. 800S200-68 CAP (2) #10 SCREWS FLANGE TO FLANGE, T&B W BEAM - SEE PLAN. LG JOIST - SEE PLAN. METAL DECKL2X2X3/16 CONT. SIMPSON RCA223/54 CLIP W/ (3) #10 SCREWS TO JST. & (2) HILTI X-U 0.157" DIA PAF TO BM (1) HILTI X-U 0.157" DIA PAF @ 16" O.C. 800S200-68 CAP (2) #10 SCREWS FLANGE TO FLANGE, T&B SIMPSON RCA223/54 CLIP W/ (3) #10 SCREWS TO JST. SIMPSON RCA223/54 CLIP W/ (3) #10 SCREWS TO JST. 1' - 0"1' - 4" 800S200-68 BLOCKING @ 16" O.C. W BEAM - SEE PLAN. 800S200-68 JOIST Fy 33KSI 1.5B22 METAL DECK A EXISITING BUILDING 9 1/2" L2X2X3/16 CONT. 1" GAP SIMPSON RCA223/54 CLIP W/ (3) #10 SCREWS TO JST. & (2) HILTI X-U 0.157" DIA PAF TO BM 800S200-68 CAP (2) #10 SCREWS FLANGE TO FLANGE, T&B (1) HILTI X-U 0.157" DIA PAF @ 16" O.C. LEN G TH, AS RE Q'D (6" MIN.)"W"WIDTH2 1/4" MIN.COLUMN PER PLAN GUSSET PLATE (1/2" MIN.) DOUBLE ANGLE - SEE ELEVATION ERECTION BOLT AS REQ'D AS REQ'D TYPICAL AS REQ'D TYPICAL GUSSET PLATE (1/2" MIN.)LENGTH, AS REQ'D (6" MI N. )"W "W ID T H BEAM PER PLAN FULL DEPTH STIFFNER, BOTH SIDESAS REQ'D., TYPICAL AS REQ'D., TYPICAL 2 1 /4 " M IN .ERECTION BOLT, AS REQ'D DOUBLE ANGLE, SEE ELEVATION 36" COVERAGE 2 1/2"1 1/2"DECK TO SUPPORT CONN. 36/4 PATTERN FASTENING PATTERN TYPICAL CONNECTION -#12 TEK SCREW SIDELAP BETWEEN SUPPORTS -(3) #10 TEK SCREW SUPPORTS PARALLEL TO DECK SPAN -#12 TEK SCREWS @ 6" O.C. TYPE B GAGE 22 FINISH GALVANIZED Sp.=.318 In.3 Sn.=.327 In.3 Fy min. =33 ksi Ip =.289 In.4 MINIMUM PROPERTIES In.=.295 In.4 6"6' - 10"7' - 0" FIELD VERIFY4' - 0" FIELD VERIFY5' - 2" (2) C6X8.2 HSS2X2X1/4 EXISITING GIRTS 6' - 6"CUT EXISTING GIRT AS REQ'D 3/16 3/16 3/16 BP2 -SEE DETAIL 8/S.4 EXISTING METAL PANEL 12-11 x 1 PANCAKE HEAD SELF- TAPPING FASTENER @ 5'-0" O.C. INSIDE CLOSURE 1/4-14 x1 LONG-LIFE TYPE 'AB' SELF-TAPPER W/ WASHER 1/4"EAVE TRIM 1/4-14 X 7/8 LONG LIFE LAPTEM W/ WASHER @ EACH MAJOR RIB 1" X 3/32" TAPE SEALER TOP & BOTTOM OF CLOSURE NOTE: CUT PORTION OF EXISTING PANEL AS REQUIRED. PULL PANEL BACK TO RECEIVE EAVE FLASHING. SECURE PANEL AS REQUIRED AFTER INSTALLING EAVE FLASHING OUTSIDE CLOSURE PBR ROOF PANEL BY MCBI OR EQUAL; COLOR T.B.D. ROOFING UNDERLAYMENT (SNOW AND ICE SHIELD) 5/8" EXTERIOR GRADE PLYWOOD 1/4-14 x 1 LONG LIFE TYPE 'AB' SELF TAPPER W/ WASHER; (6) PER PANEL PBR BOX HANG-ON GUTTER BY MCBI OR EQUAL; COLOR T.B.D. BOX PANEL CAP TRIM, EXTEND 1" BEYOND FRAMING 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER @ 12" O.C. 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER @ 12" O.C. GUTTER STRAP @ 3'-0" O.C. MAX OVERHANG 1 3/4 " 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER (2) PER STRAP INSIDE CLOSURE 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER (6) PER PANEL 12-11 x 1 PANCAKE HEAD SELF-TAPPER @ 5'-0" O.C. PBR PANEL BY MCBI OR EQUAL; COLOR T.B.D. ROOFING UNDERLAYMENT (SNOW AND ICE SHIELD) 5/8" EXTERIOR GRADE PLYWOOD 1' - 0" L2X2X3/16 CONT. 800S200-68 CAP (2) #10 SCREWS FLANGE TO FLANGE, T&B (1) HILTI X-U 0.157" DIA PAF @ 16" O.C. L2X2X3/16 CONT. 800S200-68 CAP (2) #10 SCREWS FLANGE TO FLANGE, T&B (1) HILTI X-U 0.157" DIA PAF @ 16" O.C. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03392715 Ashton Dr., Suite 104Wilmington, NC 28412Voice: (910) 475-1208 Fax: (919) 322-0116www.SummitDE.comDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.6 UO, SDH 3/14/2019 JET JET ROOF DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC.1 1/2" = 1'-0"1 ROOF EDGE COND. 1 1 1/2" = 1'-0"2 ROOF EDGE COND. 2 1 1/2" = 1'-0"3 ROOF EDGE COND. 3 3/4" = 1'-0"4 BRACE FRAME DETAIL 1 NTS5BRACED FRAME DETAIL 2 3/4" = 1'-0"6 TYPICAL ROOF DECK 3/4" = 1'-0"7 DOOR OPENING 1" = 1'-0"8 ROOF FLASHING DETAIL ALL DETAILS ON THIS SHEET APPLY TO ALTERNATE G-1 ONLY (EXCEPT AS NOTED) -OMIT AT BASE BID. THIS DETAIL IS BASE BID. 1 1 1 1 NOREVISIONSDATEBY1CODE CHANGE & DETAILREVISIONSJET7/11/23 DocuSign Envelope ID: 7129A8A1-2F7E-4B61-B405-CDEC9F69B66B