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Item 03 Approval of the First Amendment to Lease Agreement with TNXL Baseball Academy t � ocoee fiorida AGENDA ITEM COVER SHEET Meeting Date: August 4, 2020 Item # 03 Reviewed By: Contact Name: Craig Shadrix Department Director: Crai Sha ' c ' Contact Number: 407-905-3100 City Manager: Rob Frank Subject: Commission approval for First Amendment to Lease Agreement with TNXL Baseball Academy Background Summary: On July 18, 2019, the City Commission approved a Lease Agreement with TNXL Baseball Academy ("TNXL") to allow construction of a baseball training facility and use of the fields at Sorenson Park. The lease term is for a period of ten (10) years; rent is $3,500.00 per month. The City and TNXL now desire to amend the Lease Agreement to allow for the City and TNXL to negotiate for TNXL to leave the structure on the property at the end of the lease term and to include the costs of building permit fees and impact fees in the monthly rental fee paid by TNXL to the City. More specifically, at the termination of the Lease, if the parties agree that the structure will remain on the site, the City and TNXL agree to negotiate a price for the City to pay to acquire the structure taking into account the capital outlay by the City at the inception of the Lease. The inclusion of the building permit fees and impact fees is established as an incentive for full performance under the Lease and will be prorated over the initial ten year term of the Lease; if the Lease Agreement is terminated before the end of the initial ten year term, TNXL will pay the City the prorated amount remaining due on the. building permit fees and impact fees. Issue: Should the Honorable Mayor and City Commission approve the First Amendment to the Lease Agreement and authorize the Mayor and City Clerk to execute the amendment? Recommendations: Staff recommends that the Honorable Mayor and City Commission approve the First Amendment to the Lease Agreement and authorize the Mayor and City Clerk to execute the amendment. Attachments: First Amendment to Lease Agreement. Financial Impact: Water Capital Fee (1) ERU $2,210.00 Sewer Capital Fee (1) ERU $6,554.00 Total $8,764.00 This comes out to $73.03/month for 120 months. Police Impact: $3,168 Fire Impact: $4,512 Fire Plan: $750 Bldg Plan: $1,500 Bldg Permit: $1,380 Plumbing:' $72 Fire Interim: $968 Electrical: $380 Surcharges/Txs: $102 Total: $12,832.00 This comes out to $106.933/month for 120 months. Building permit fees and impact fees will be included in the monthly rental payment on a prorated basis. Type of Item: (please mark with an "x') Public Hearing For Clerk's.Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda x Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney Dana Crosby-Collier N/A Reviewed by Finance Dept. Rebecca Roberts N/A Reviewed by N/A 2 FIRST AMENDMENT TO LEASE AGREEMENT THIS FIRST AMENDMENT TO LEASE AGREEMENT ("First Amendment") is made and entered into on the day of , 20 , by and between the CITY OF OCOEE, a Florida municipal corporation, whose address is 150 Lakeshore Drive, Ocoee, Florida 34761 ("Landlord"), and TNXL ACADEMY DUCKS LLC, a Florida limited liability company,whose address is 14680 Scott Key Drive, Winter Garden,Florida 34787 ("Tenant"). RECITALS A. Whereas, Landlord and Tenant entered into a LEASE AGREEMENT (the "Lease"), effective July 1,2019; and B. Whereas, Landlord and Tenant desire to amend and clarify certain provisions of the Lease as it pertains to the installation and alteration of Tenant's baseball training facility at 1701 Adair Street(the"Facility"); and C. Whereas, Landlord and Tenant have agreed to a modification of the Lease, prescribing the costs of building permit fees and impact fees will be included in Tenant's monthly rental payment, to be amortized over the initial ten(10)year term. NOW, THEREFORE, for and in consideration of the foregoing, the mutual promises, covenants, and agreements contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,the parties hereto agree as follows: 1. All capitalized terms shall have the same meanings as defined in the Lease unless otherwise defined herein. 2. Section 4 of the Lease is hereby amended to include the following language as a new subsection (d): "(d) Agreement for Payment of Fees. Landlord agrees the costs of building permit fees and impact fees relating to the installation of the Facility is included in Tenant's monthly rental payment; subject to the reimbursement as provided below, Tenant shall have no obligation to pay building permit fees or impact fees relating to the Facility. The total cost of building permit fees and impact fees, as amortized over the initial ten (10) year term of the Lease, totals $179.96 per month for the 120 month period. In the event this Lease is terminated prior to the end of the initial ten (10) year period, all applicable building permit fees and impact fees remaining due, as prorated over the ten (10)year initial Lease term,will become immediately due and payable." 3. Section 6, paragraph(a)of Lease is amended to read as follows: (a)Upon receipt of all necessary governmental permits and approvals,Tenant shall have the right to install the Facility in the locations depicted on Exhibit "A" of the Lease and in accordance with the terms and conditions provided in Exhibit`B"to the Lease. Unless Landlord consents to retaining Facility, the Tenant shall remove the Facility upon the expiration or earlier termination of the Lease, provided that Tenant repairs all damage occasioned by the removal thereof. In the event Landlord consents to retaining the Facility on the Premises at the expiration of the Lease, Page 1 of 4 Landlord and Tenant agree to engage in negotiation of a mutually agreed upon price for the Facility, taking into account the capital outlay by the City on behalf of Tenant's project at the inception of the Lease. At the time the City acquires the Facility, Tenant shall execute and deliver a bill of sale for the Premises. 4. All of the terms, covenants, conditions, and provisions of the Lease hereby remain in full force and effect, except as modified by this First Amendment. [Signature Page to Follow] Page 2 of 4 IN WITNESS WHEREOF the parties hereto have caused this First Amendment to be executed by their authorized representatives on the day and year first above written. TENANT: TNXL ACADEMY DUCKS LLC, a Florida limited liability company By: Its: LANDLORD: CITY OF OCOEE, Attest: a Florida municipal corporation Melanie Sibbitt, City Clerk By: RUSTY JOHNSON Mayor FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE, FLORIDA; COMMISSION AT A MEETING HELD ON APPROVED AS TO FORM AND , 2020 UNDER AGENDA LEGALITY this _ day of , ITEM NO. . 2020. SHUFFIELD LOWMAN & WILSON, P.A. By: City Attorney Page 3 of 4 Exhibit"A" Plans for Facility Page 4 of 4 { Project li 5 F�e�ds" EN I Vicinity Map 1. Cover {C1} 2. Geometry Sheet {G1} 3. Site Grading Plan {SG1} 4. Utility Plan Sheet {U1} 5. Floor Plan Layout {FP1} 6. Plumbing Plan {P1} 7. Electrical Layout {E1} 8. General Detail Sheet {GD1} 9. General Detail Sheet {GD2} 10. General Detail Sheet {GD3} 11. General Detail Sheet {GD4} TNXL Baseball Academy The City of Ocoee's Tom Ison Center 1701 Adair St, Ocoee Florida Rusty Johnson Mayor Larry Brinson, Sr. District 1 Commissioner Rosemary Wilsen District 2 Commissioner Richard Firstner District 3 Commissioner George Oliver, III District 4 Commissioner Robert Frank City Manager Craig Shadrix Assistant City Manager Proposed Building's Roof Proposed Pavement Proposed Sidewalk ADA Ramp Proposed Parking Block Proposed Stripping Existing Chain Link Fence Overhead Lines Existing Wooden Fence Back of Curb Edge of Pavement Edge of Concrete Future Improvements Notes: 1. All building's parking and sidewalk are perpendicular to "Base Line." 2. The Southeast corner of the proposed building is approximately 29 feet from the Northwest corner of the closed property line. 3. The closest residential home is approximately 73 feet from the Southeast corner of the proposed building. T N X L PROJECT: SCALE: CITY OF OCOEE 1"=40' UTILITIES DEPARTMENT SHEET: DATE: 1800 A. D. Mims Rd. Ocoee, FI. 34761 May 2020 (407)905-3159 Station Offset Description 1 10+00 138.88 Rt Site Benchmark Elevation: 168.41 2 12+32.34 10.84 Lt Site Benchmark Elevation: 167.29 3 11+42.76 39.53 Rt Northwest Corner of Proposed Building 4 12+22.76 40.02 Rt Northeast Corner of Proposed Building 5 11+44.28 28.06 Rt Sidewalk Edge 6 12+21.28 28.19 Rt Sidewalk Edge 7 12+58.48 20.43 Rt Parking Spot Edge 8 13+22.51 40.34 Rt Parking Spot Edge 9 13+86.54 70.25 Rt Parking Spot Edge 10 10+52.76 38.99 Rt Northwest Corner of Future Building 11 11+02.7 ❑lure Rt Northeast Corner of Future Building 12 10+54.19 28.08 Rt 777777777777.7,2devvalk Edge 13 11+01.19 28.05 Rt Parking SpotSout TNXL Baseball Academy Geometry Layout SHEET I ENGINEER G1 2 of 11 I ChaLIC. NO'lth, 362E Proposed Building's Roof Proposed Pavement Proposed Sidewalk ADA Ramp Proposed Parking Block Proposed Stripping Existing Chain Link Fence Overhead Lines Existing Wooden Fence Back of Curb Edge of Pavement Edge of Concrete Future Improvements Notes: 1. The sidewalk shall be 4 inches thick 2. Contractor shall provide energy dissipaters at the bottom of the roof drains of the building 3. The pond slope is 5:1 4. Proposed swale to the west of the proposed building parking shall be removed with future sidewalk and building addition 5. Provide continuous grading from the top of the building footers to the side swales 6. Contractor to fill and level the area for the six parking spots between the sidewalk and back of curb. 7. All corner radii in the pond are 5 feet. Point Northing Easting Elevation 1 1547899.44 485078.38 166.9 2 1547801.44 485078.38 166 3 1547736.08 485096.69 165 4 1547684.01 485086.69 167 5 1547731.08 485101.69 164 6 1 1547699.01 485101.69 1 164 7 1547751.55 485161.38 165 8 1547801.55 485161.34 166 9 1547923.52 485161.38 166.9 10 1547735.88 485248.95 165 11 1547731.08 485243.76 164 12 1547699.01 485243.76 164 13 1 1547684.01 485258.76 167 14 1547796.44 485274.38 166 15 1547894.44 485274.38 166.9 16 1547930.91 485179.79 167 17 1547930.81 485199.75 166.9 18 1547912.95 485182.83 Top:167.5 / Bot:167.17 19 1547905.95 485182.86 167.6 20 1547906.08 485218.86 168.25 21 1547906.1 485223.86 168.25 22 1547901.44 485218.88 168.5 23 1547901.44 485223.88 168.5 24 1547913.26 485259.83 Top:167.5 / Bot:167.17 25 1547906.26 485259.86 167.E SCALE: T N X L PROJECT: SHEET ENGINEER CITY OF OCOEE TNXL Baseball Academy y UTILITIES DEPARTMENT SG1 SHEET: DATE: 1800 A. D. Mims Rd. Ocoee; FI. 34761 Site Grading Plan May 2020 .. (407) 905-3159 3 Of 11 Rlcham A. c mean P.E. M.NO: 54745 N t" �'a w E .. „ oy ®L S Connect to Existing 12" Water Main Bore at a depth of Construct 523' of 2" P.E. Construct 594' of '2" P.E. Remove and Replace Remove Concrete Driveway Install Sanitary Clean Out Install Single by 2" Wettap and 2" Gate Valve 36" under pavement Force Main Water Main approx. 42 SY of Pavement (See Sheet P1) Meter "M A "k-F111-l" ----------------------- - Bob Sorenson Ln — r v\ , Tom Ison Parking 1 \\ W \ `\ ~. \\ \\ g"'Nr;MW pqg Connect 2" Force Main Future sewer connection with Install Sewer Grinder Pump System Install 6" x 6" x 6" TEE Construct 98' of 6" PVC to Existing Manhole Future Building west of swale including Electrical Clean Out with Cap (W) for @ 1.00 Power (provided by building) future connection SCALE: TNXL PROJECT: SHEET ENGINEER CITY OF OCOEE TNXL Baseball Academy y UTILITIES DEPARTMENT 1800 A. D. Mims Rd. w " I U DATE: SHEET: Ocoee; FI. 34761 Utility Plan May 2020 (407) 905-3159 4 of 11 cnaLl LI(:E rc.: Ith,396 2 . NO: 32 801 32' - 6" 10, 18' - 4" 3' - 4" 18' - 4" 10, 27' - 6" 80, 20' Legend Rubber Floor A Door M Sink ® Wash Sink (WS) ///iii�� Notes: Roll -Up Toilet • Floor Drain (FD) 1. All interior measurements are nominal and are - - - Garage Door subject to change based on Architect/Engineer Turf Drinking Fountain 12 Urinal ® Exhaust Fans specifications. 2. Netting, Turf, and Rubber Floors to be installed by others. TNXL PROJECT: SHEET ENGINEER SCALE: CITY OF OCOEE TXNL Baseball Academy 1"=15' JC, UTILITIES DEPARTMENT V� SHEET: DATE: 1800 A. D. Mims Rd. FP1 May 2020 Ocoee; FI. 34761 Floor Layout (407) 905-3159 5 of 11 cnaaE K. snnn, LI(:. N 'Ith,39632 Vent Clean O Legend Sink (SK) _ 4„ 1.8' _ 8„+ 4" 8„ Toilet (WC) 4„t T-T-1. Urinal 1" 1" Hi -Low Drinking Fountato in (DF) Drinking Fountain ® Wash Sink (WS) N 0 Floor Drain (FD) ® Exhaust Fans ® H.C. Stall Men Bathroom Drinking Water 0 rn Hut Water 18„ m Sewer Vent — ❑ Rubber Flooring Chrono-mite Instant Hot Water Heater (IHW) 36" Grab Bar Vent Vent �5, -- 5'-4"+ UInd7er�Sink 6"from Corner Vent —_ - v ,t"W 30 x48" m $ SK Clear FS m 60"x60 o WC SK Clean Out -----" Clear FS _ WC _ 0 vo ...... Vent U 2 4 v S � * ® SK 1 _ ® Women Bathroom H.C. Stall ` FD 32" Clear T 1 Door Opening FD — IHW with Washing Sink rematic Notes: 1. All plumbing appliances shall be labeled EPA WaterSense and approved by the Utilities Department. SCALE: TNXL PROJECT: SHEET ENGINEER CITY OF OCOEE TXNL Baseball Academy JC, UTILITIES DEPARTMENT P 1 SHEET: DATE: V� 1800 A. D. Mims Rd. Ocoee; FI. 34761 Plumbing Layout May 2020 (407) 905-3159 6 of 11 Ch.LIC K. S P.E. LIC. NO.3963G32 120' T 80, Legend Note: Electrical Panel (E] Digital Meter 0 Ceiling Light Emergency Light p Receptacle 1. This layout is for planning purcposes only. Quantity and spacing of all electrical elements shall be specified by Engineers ® Emergency Exist Sign - - - - - Electrical Wire a Light Switch ❑J J-Box no AC Unit specifications and building code. 2. Grinder Pump installed by the City shall be provided power from the Building PEE]Light Fixture Q Exterior Light Ceiling Fan JL Ceiling Light-J-Box Control Panel. TNXL PROJECT: SHEET ENGINEER SCALE: CITY OF OCOEE TXNL Baseball Academy V=15' JC, 1800 A. D. Mims Rd. UTILITIES DEPARTMENT El V� SHEET: DATE: May 2020 Ocoee; FI. 34761 Electrical Layout (407) 905-3159 7 of 11 cnaLl LI(:E K. s 96 2 . N0.332 1/2 of Pipe and 1' Min. Typical Cross Section OA 2" Approved Asphaltic Surface Course Staae Compactions Straight and Smooth Saw Cut Existing Surface Treatment ;s Curb Option Butt -Joint Detail © 12" Approved Base Course 1. Backfilling of trench shall be in six inch (6") maximum lifts. 2. Stage 1: Backfilling trench in Stage 1 shall use proper mechanical equipment to insure proper compaction throughout, including pipe haunches. 3. Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub -grade. NOTES: 1. All work and material for the Flexible Pavement Reconstruction shall be in accordance with the most current City of Ocoee - Engineering Standards Manual (available at OCOEE.O RG). 2. Any conflict between ESM specification and this sheet's specifications shall be resolved by the more stringent requirement. 3. All reconstruction material shall replace "in kind" material, but shall be subject to the minimum requirements as set forth by the ESM. 4. Backfill and base material shall be clean and homogenous compacted to 98% of the maximum density per AASHTO T-180. 5. Base course shall be prepared in 6" lifts maximum, and thoroughly compacted. 6. Where trench line abuts existing curb(s), construct clean butt joint with curb. In the event curb is undermined and/or compromised, curb shall be replaced. 7. For Open Cut - Rigid Pavement Replacement (PCC or Brlck) refer to PWO03 Open Cut - Rigid Pavement Replacement Detail. Open Cut- Flexible Pavement Replacement Detail il N.T.S. SCALE: T N X L N.T.S. .. DATE: NO May 2020 1" Prior to seeding or planting 2" Prior to sodding See Note 6 \\AL r4 r See Note 7 4" Concrete over compacted fill. - 114" Per Foot Cross Slope NOTES 1. Tooled Control Joints at 5' O.C. max. 2. Expansion Joints at 25' O.C. max. 3. Joints shall be constructed within 24 hours of pouring concrete 4 Sidewalks shall be Class I, 3000psi 5. Subgrade or base shall be compacted to a minimum density of 98% of the maximum density as determined by AASHTO T-180 for sidewalks/bikepaths and curbs. 6. Refer to plans for sidewalk width. Sidewalk shall be a minimum of 5' if a width is not specified on the plans. 7. Refer to the plans for the curb height. If no curb height is specified, use 6" Sidewalk, Curb, and Pavement Detail N.T.S. ._ PROJECT: CITY OF OCOEE UTILITIES DEPARTMENT SHEET: 1800 A. D. Mims Rd. Ocoee, FI. 34761 (407)905-3159 I Note 5 See Note Steel Flanged Cannel Po Per FDOT Index #11865 Handicapped Parking Sign 4" Grid Note 8 Handicapped Pavement Symbol Typical Markings For Handicapped Parking NOTES: 1. Top portion of sign to have a reflective blue background with white reflective symbol and border. 2. Bottom portion shall have a reflective white background with black opaque legend and border. 3. Sign may be fabricated on one panel or Nvo. 4. Signs are to be mounted at standard height. (T from pavement to bottom of sign.) 5. FTP-25 or FTP-26 sign in accordance with FDOT Standard Index #15355. 6. Supplemental plate must be 12" wide by 6" high with 1-112" corner radii. Provide a 1" Series C blue legend and a 1/2" blue border on a white background. 7. Blue strip is to be tinted to match shade 15180 of Federal Standards 595 8. 5 ft wide access aisles are diagonally striped at 45 degrees with 4" wide solid white striping at 4 ft. on centers and outlined on three sides with 4" wide solid white striping. 9. Use of pavement symbol in handicapped parking spaces is required. When used, the symbol shall be 5 ft. high and white in color. To be installed in accordance with FDOT Standard Index #17346 TNXL Baseball Academy General Detail Sheet Handicapped Parking Markings and Sign Detail N.T.S. SHEET ENGINEER D1 8 of 11 I Cha LIC. NO:'3P E Crown trench in _ 24' _ unimproved areas (3" Trench Width Varies Existing Grade min.) Based on Pipe Dia. #4 bar with 2" minimum -- concrete cover . �. Finished Grade 24" Early Warning Tape Existing mg Grad e ER Tracing Wire � 1" Maximum UR Valve I.D.oncrete Collar D. Marker CCyy�Op EN-- J + Clean Fill �_ _�., (See note 5) W (See note 4) pipe (typ.) Finished Grade - c Cross Section Rock Bedding #10 THHN Tracing Wire (See Notes 2 and 6)l z o_ Actuating Nut for Valve Adjustable cast iron 1 max. from Top of Pipe. e- - valve box > , Valve box shall rest on - ---_ ---- ----- .—>— Adjustment Ring bedding rock, not on ' Undisturbed Earth valve or pipe, and shall Valve be centered on *a Pipe *a - operating nut. Diameter *a See Note 3 Pipe/Main _ Transverse Section NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fill - compacted to 95 % (98 % in roadway) of the maximum density as per -_._ NOTES: AASHTO T-10. 1. All pipe shall include the installation of #10 THHN copper tracing wire 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of 6" FOOT #57 Stone capable of detection by cable locating equipment. material shall be a minimum of 6", or as needed, to provide non -yielding 2. Tracing wire shall be buried directly above the transverse centerline of the support for the pipe. All unsuitable material shall be removed from pipe pipe. bedding unless special provisions are approved by the City. 3. End(s) of the locating wire shall be such that wire can be accessed by 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch locating equipment assessing the wire in a valve vault or blow -off box. compaction, but shall be no greater than 15" on each side of pipe for pipes NOTES: Wire is required to extend 12" minimum above finished grade. less than 24'. in diameter (24" for pipes 24" in diameter or greater.) 4. Unless approved by the City, early warning tape indicating the type of pipe 4. Water shall not be permitted in trench line during construction. 1. PVC extensions shall not be used on valve box. shall be required. 5. Pipe line shall be installed with bell fitting facing upgrade. 2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 5. All directional drill pipe shall have locating wire attached to the top of pipe 6. Gravity sewer shall have a 6" minimum rock bed. 3. Valve assembly shall include center spacing guide from the City's Approved Materials List. and shall remain on the top of the pipe during installation. 4. Where valve nut is more than 36" below grade, valve assembly shall include an extension 6. All service lines shall have locating wire placed on the pipe as described in from the City's Approved Materials List. City of Ocoee detail UT206 "Utility Service Connection" ys pP 7. All wire splices shall be completed with twist -on type wire nuts with gel or 5. Valve collar shall be 24" x 24" x 6" and concrete for collar shall be tic' of 3,000 psi minimum grease filled moisture seal. @ 28 days for non -pavement areas. 8. All tracing wire installation shall be tested and verified for continuity by the 6. Valve Marker shall be from the City's Approved Materials List and shall include main type, contractor prior to final acceptance size, material, turns to open or close valve, and direction of rotation. Pipe Bedding and Trench Detail Valve Box and Cover Detail Pipe Locating Wire Detail N.T.S. _ - N.T.S. N.T.S. . PROJECT: SHEET ENGINEER SCALE: TNXL CITY OF OCOEE TNXL Baseball Academy N.T.S. JC, UTILITIES DEPARTMENT V� SHEET: DATE: 1800 A. D. Mims Rd. G D 2 Ocoee, FI. 34761 General Detail Sheet May 2020 LI(: (407) 905-3159 9 Of 11 cha Ll � K. snld,, . NO.39632 Drill hole in Valve Box (below collar and above valve box threads) Provide one continuous loop o tracing wire with 24 of excess and coil excess tracing wire in valve box #10 THHN Solid Wire NOTES: 1. All pipe shall be installed with # 10 THHN solid copper tracing wire. Tracing wire must be installed directly above the pipe in a continuous circuit. 2. Tracing wire shall cover all main, pipe, branches (including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12" above grade at required intervals and/or valve lids. 4. Tracing wire shall be coiled and placed in a valve box, and shall be easily accessible. 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be placed in a properly identified cast iron valve box (Valve Box and Cover Detail UT009). Pipes/Mains Separation Requirement Table Potable Reclaimed Sanitary Sewer Storm Sewer Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. Potable 3' 12" 6' 12" 3' 12" Reclaimed 3' 12"77 3' 12" 3' 12" Sanitary Sewer 6' 12" 3' 12" 3' 12" Storm Sewer 3' 12" T 12" 3' 12" NOTES: 1. The table represents the minimum separation requirements as described in F.D. E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.). These separation requirements shall apply between newly proposed utility lines and existing or proposed utility lines. 2. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 17-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, and the separation list for sanitary sewer shall apply. 3. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 4. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 5. Concrete encased pipes/mains shall use the separation of D.I.P. 6. Where minimum vertical separation from potable water cannot be achieved, the use of one full length (20') of D.I.P. centered at the crossing shall be permissible. 7. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36" coverage. 8. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and Is subject to special conditions and materials. Varies Varies Lot Line Wye With Branch Sewer Main Size Varies 45° Bend FK Clean-outlProperty Line (See Note 1) } Double Wye �- Plan View Finished Grade Slope To Terminal Depth dAt 1.0 % Minimum (Typ.) Rotate 30' (Typ.)---__'_ Spring Line (See Note 3) `\ `Sewer Main Q Private Single Lateral Double Lateral Private To Home Right of Way To Home Section View NOTES: 1. Clean -out (shown hatched) shall be installed by the builder in accordance with standard plumbing code. 2. Locate clean -outs as close to the property line as possible. 3. Invert of service lateral shall not enter sewer main below spring line. 4. The minimum terminal depth as required for house service is 3'. 5. Service Laterals shall be a minimum of 6" for non-residential scenarios. In residential areas, service laterals shall be a minimum of 4" to the right-of-way and then 6" to the sewer main. Tracing Wire Location Detail Pipes/Mains Separation Requirement Table Service Lateral Detail - N.T.S. ,. _ ... - N.T.S. N.T.S. .: SCALE: TNXL PROJECT: SHEET ENGINEER CITY OF OCOEE TNXL Baseball Academy N.T.S. JC, UTILITIES DEPARTMENT SHEET: GD3 DATE: V� 1800 A. D. Mims Rd. Ocoee, FI. 34761 General Detail Sheet May 2020 (407) 905-3159 10 Of 11 Charley K. Snith, P.E. LI(:. NO.33G32 Rest, Joint Resilient Seat Tapping Valve Sin Steel Tapping Sleeve NOTES 1. All Sleeves and Valves shall be water tested before tap. 2. No Wet Tap on Asbestos Cement water mains. 3. For Valve Box and Cover, see Ocoee UT009 Valve Box and Cover Detail. 90` Compression Brass Corporation Curb Stop Fitting Stop (1" Min.) Ford #10 THHN Tracing U-Branch Brass Horn KV43-342W-NL Wire to Match Use (1" x 3/4" x 3/4") 90` Angled Service from In Color Installed Upright Curb Stops at Main (P.E.) `Curb Stop Ends of Horn Z / (See Note 3) d r Weather Protected � Heavy Duty Tape Coil Excess Double Meter Service Polyethylene Tracing Wire in Box and Water Tubing Box Meter (By City) Single Meter � 2" x 3" x 8' Box and Water Double Meter Configuration Wooden Stake Meter (By City) Service View with Single Meter Curb Existing Sidewalk Grade Corporation Stop (Ford F1000-4NL) 8, Fittings (normally open) _ AWWA Type' CC Threads To Meter/Box Assembly #10 THHN Tracing Wire , Color to Match Service to to 45° 6 minimum below grade - Service, Polyethylene Tubing, 1" min. Bullet Lock tl `Double Strap 7 Water Main e- Stainless Steel Saddle Tapping Section - NOTES: Dual Horn Brass with 90` Curb Stops j ! `Service from 1. All fittings shall be brass with compression -pack joint type connections. (Ford UV43-42W-NL) J j Main (RE) 2. No service line shall extend or terminate under a driveway. JJJQQQ111JJJ 3. Meter end of service shall terminate with curb stop (90`) for single service and dual horn and curb stops (90°)for dual services. Double Meter Curb Stop Single Meter Curb Stop 4. Meter end of service shall terminate 3' past meter location where service shall, unless directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed, service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake or marker shall indicate lots) to be served. NOTES: 5. Concrete curb shall be marked (stamped or saw -cut) with "W" locating service. B. Service connection to the main shall use approved saddle, and tapping of main shall be by 1. Water Service shall be 1" diameter P.E. minimum. a method where a solid coupon is removed. 2. Service curb stop shall be bullet locked using High Field Manufacturing 7. Services installed under finished or existing pavement shall be directionally drilled. Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 8. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe. 3. Service shall extend 4' above finished grade and shall be no more than 2' 9. Service color shall be blue for potable water and purple (magenta) for reclaimed water. from back of curb. 4. Top of stake shall be painted the color of the Utility Service and labeled with the Lot Number(s)/Address(es) it serves. 5. When water service will be used for Bacteriological Testing, a hose bib shall be installed on the Curb Stop. Stainless Steel Tapping Sleeve and Gate Valve for Water and Reclaim Utility (Water & Reclaim) Service Connection Detail Single Family Residential Service Detail ,.. N.T.S. ., , - - N.T.S. N.T.S. _ SCALE: TNXL PROJECT: SHEET ENGINEER CITY OF OCOEE TNXL Baseball Academy N.T.S. JC, UTILITIES DEPARTMENT SHEET: GD4 DATE: VV« 1800 A. D. Mims Rd. Ocoee, FI. 34761 General Detail Sheet May 2020 (407) 905-3159 11 Of 11 cna l � K. s P.E. LI(: . NO.39632 BUILDING SYSTEMS A DIVISION OF NUCOR CORPORATION Notes and Saecificatians GROW . Erect'oO Notes N TEll /or rsn (9t or is) ° 9°(sU P�) ee z) e= e = ort ottocnm=nt n occorao°s= .en oSNA MUrynie N.stn dcm _o�'� o y ST. g N,, ocrc ,ntwmaeon_ °c oe - - ee'Sea lees eq a do 1 y A), SO N q=(ag'e mei °na B nq) °) a s ua system W 6u.en o ca 61, q eater RI RU °) m snouie r2 consol.ea to ewi°ate TO ?ii n eeogA-eate9 o,y ro a aet,nea wl (sc)r c 19nuYnN wz C)In_feocCv.rva - D) s (a Su =tc.jea 3) Tn yuPE r sb° D.W of e f ese a) a......ea y l e m tal a q soup e e o e won ,s ,Mire t.- anemic. 0 F - b) s q) N act u e) N & Fsrv� e rVsae am For SHE p rv/a - <) o p A! te. s c) P m 7) P sq/wo!�e C°Irfaceidi^ aI c .11 Pe a°e°t q q s peen°sa =e ona f n e r=no„ 9 N Pw m ml,e F. nu�dfae X a P =e a y PROJECT NUMBER: .i PROJECT LOCATION: RIMMUS PRIMARY AND SECONDARY STEEL PRIMER COLOR Red__(RP)__ ROOF SHEETING, TYPE' CLUSSK 26GAUGE, FINISH G.1v 1 me Plus (GM) ROOF PANEL CLIP TYPE: N/A THERMAL BLOCKS: No ___ EPS FOAM SPACER: No COMPOSITE CFR DECK, TYPE: N{A _GAUGE, FINISH: ROOF LINE TRIM. PAINTED: Polar 'NNIte SP (PW) EXTERIOR WALL SHEETING, TYPE: _C_IOssi 26 GAUGE. FINISH: Fox GNSX SP�G) EXTERIOR WALL CORNER TRIM FINISH' Fox Gray SP (FG) EXTERIOR BASE TRIM, PAINTED: FOX GfBY SP (FG) FRAMED OPENING TRIM. PAINTED: Fox Gray SP FG WALL FRAMED OPENING. SIZES: FSw�2J_1Q'-0" W x�)_ 3'-4`_W X 7'-2"._IT BOW (2) 10'-0- W x 10'-0" H; (i) 3'-4" W x7'-2" H LEW � J1 3'-4" W X 7'-2" H____-_ REW L1L6C-e W x 7-2" H INTERIOR WALL SHEETING, TYPE: N/A _ _GAUGE, FINISH: INTERIOR CEILING LINER, TYPE: N/A _GAUGE, FINISH: INTERIOR WALL TRIM, PAINTED: N/A ❑ X FASCIA, PROJECTION: FACE PANEL, TYPE: — BACK PANEL, TYPE:_ CAP TRIM PAINTED: ❑I x 7SHM ❑ DOWNSPOUTS PAINTED:FOx Cray SP (FG) GUTTERS PAINTED: POIat White SP (PW) ❑ WALKDOORS, QUANTITY: (3) 3070 _ PAINTED: White _ ❑ WINDOWS: PAINTED: ❑ INSULATION (NOT BY MSS), ROOF: 4 INCH WALLS: 4 INCH N CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) X MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) WALL TRANSLUCENT PANELS: ROOF TRANSLUCENT PANELS: INSULATED PANELS YES ❑ NO ❑ ❑ XI PIPE JACKS, SIZE: QUANTITY:_ ❑ X ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES ❑ X RIDGE VENTS 10'-0' LONG X 9" THROAT QUANTITY' G . M, Des an Notes fj a s< o ste e. ,ons ow ,.e U Pot. memxrs or• e G - - AMO caarv/C, SIS mas q r se= sir,.cn,res, os =v r costalsis 2) Cl �xe < oee a —/CYs — a°:t ion (Afotol<ar= _ n nV(elaean5te 1=Co trvc: ml I q FOR OCCUPANCY (RISK) CATEGORY I OR It, IBC PROVISIONS 3) aa.M I-5--it ocred Ny the sPecMiea bui einq a oee.ro0t l=.om tonne` aee� INDICATE THAT SINGLE -STORY BUILDINGS SHALL HAVE "NO R memxre are n=e ,,, oaor one= wiN axAVUE Six or ceN/�esA St36 "SPec!ticouons torqu= oeciga or cola Forme Fiat F—IS-1 DRIFT LIMIT" PROVIDED THAT INTERIOR WALLS, PARTITIONS, d <) ue.e �nq or co ea rnmee eta f�scwe a on - Ot 3 zlr„ct°ro /=Sing CEILINGS. AND EXTERIOR WALL SYSTEMS HAVE BEEN DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. Caa CAN'. ISO Y/— Fteel conc!rncuon (M=tof ac mr sMnein. osef'F, retloA tn'°sp I o 5) aut%GSA n5s0 a.dswai .I Ce.—e(it aD el=)VS C1V or inm=ee:igtl ona INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL SYSTEMS NOT PROVIDED BY THE METAL BUILDING MANUFACTURER SHALL BE DESIGNED AND DETAILED BY 111 finer Ora sUpP ea os a Part o' tna OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL q ane ore fobr at=e ,n occo.aonc= n,;n e, zODf. BUILDING MABLEACTURER. Mp ter Ol Ooecll cat onsnUo,y SS I— TEAb Cass Craa< 11 FRAMED OPENINGS HAVE BEEN DESIGNED TO SUPPORT ND LOAD NORMAL TO THE WALL BASED ON THE STANDARD�N 9) 2se( 6e or AI Groae 50 BUILDING CODE CRITERIA. FRAMED OPENINGS HAVE NOT K50) BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY Ss (or HStAb Cass I) or.11 G.nee F eau Forma swcof Oft Ora 9 s Tnn,-ran<n<a Roat Paa.f A"' croa= eo FORCES FROM THE DOOR. ANY CHANGE TO THE SHOWN HERE WILL REQUIRE AN ENGINEERING INVESTIGATION Sfonanq Tam Root, PNA]92 Graae 50. Class t F.o INFORMATION : AND POSSIBLE BULLCING REINFORCEMENT. -- wSq Dt /OtSO r BAD Ell R°aair,9 F.I. OV Elm /15+ P� I TOP OF FASCIA HEIGHT: _GAUGE, FINISH: _GAUGE, FINISH: _ ,BASE TRIM PAINTED: ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SOFFIT PANEL, TYPE: GAUGE,FINGH: SOFFIT TRIM AT BUILDING LINE PAINTED: ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER FASCIA: PARAPET SYSTEM STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: - BACKER PANEL TYPE: _GAUGE. FINISH: CANOPY, PROJECTION: AT LAVE LINE ❑ BELOW GAVE ❑ ROOF PANEL, TYPE: _GAUGE, FINISH: SOFFIT PANEL, TYPE: _GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: CLEAR UNDER CANOPY BEAM: EA VE EXTENSION, PROJECTION:___ SOFFIT PANEL, TYPE: _ SOFFIT TRIM AT BUILDING LINE PAINTED: RAKE EXTENSION, PROJECTION: SOFFIT PANEL, TYPE:_ _ SOFFIT TRIM AT BUILDING LINE PAINTED: E] X PARTITION WALL SHEETING PANEL TYPE PARTED N WALL TRIM COLOR: GAUGE, FINISH: WAINSCOT WALL PANEL, TYPE _GAUGE, FINISH:_ BASE TRIM PAINTED: JAMB TRIM PAINTED: TRANSITION TRIM PAINTED: STATE OF FLORIDA PRODUCT APPROVAL NUMBERS ACCENT WALL 26gc. 26gc. _FL2686.1 FL2686.2 CLASSIC WALL FL2686.3 REVERSE CLASSIC WALL 26ge._-._ FL4891.I CFR STANDING SEAM ROOF 24ga. FL4891.2 CLASSIC ROOF GOES. FL4813.3 VR16-II ROOF PANEL 22g.. A, 24gS_ FL5614.1 CLASSIC ROOF(WALL TRANSLU_CLNI PANEL N/A FL6961 ILONG SPAN III SKYLIGHT PANEL N/A BUILDING LOADS DESIGN CODE: Flormu (FBC 2017) ROOF LIVE LOAD; 20.00 PER MBMA OCC. CLASS: 11 LIVE LOAD REDUCIBLE Yes ----- GROUND SNOW LOAD: 0.00 POP SNOW ESP. FACTOR, Ce: HAD SNOW IMPORTANCE FACTOR, Is: 0.00 WINO: 140 108 MPH (NO / Naea) C & C PRESSURES (PSF): 32 / -43 EXPOSURE: B_ UT 90 No__ "/ T 1. ,R ao- oust °_ WVR Ro°f�onst_ No332 s90 SEISMIC INFORMATION Ss:0.096 S6 0.038 Design SdS/sat 0.102 / 0.06, Ste CIOSS:. D___ Seismic Imp. Factor: 1.00 Seismic Design Category: A AnOIy=_'s Procedures Eauivalent Lateral Force Method Basic SFRS: Not Detailed rar Bi NOTES: 1) C OAI �RoOF NEuecRs, coNsuLT THE N.¢S. IF (uO ETUL) ORT200EPoUIDS r (USINGTAX aTHE RANGE MO71 UNT DEFAIL), OR IFa!Nomouu MU11R � ME 2 THEx GN o 5i FULEALuOCnRA_ATL EueERb FEF o NcU. 1RaxttS tows cne ab D THE I'M, D) PRNmED er n!E AP1—LI CODE. THE LOAOIN., CONMiroNS IS DErER4!INETHED . ER THE FP_C FlEO 9NlDIN, COUEF Soo!/ IN OTHER BUILDING TNXL ADIUll FUII ROOF DEAD PSF: 3.00 PM, COL (PSILL 5.00 _ SEC, .OL PSF 5.00 SNOW CL 1,00 SNOW Cs_ - _ ROOF SNOW Ps FSF: 0.00 ROOF SNOW Pm PS : 0.00 WIND ENCLOSURE: Enclosed FAIL 10.18 SEISl.IIC R 3 00 SEB." Cs: -- _ RASE SHESNSIIF S -- ERECTION MANUALS PEO HRREQUIRED gERu!EOC'ON MANu wE U%H TH uC IN A VS c PACXNG CRATE) ❑ RED ROOF 0 H9700 OR 0 H6260 ❑SINGLE CURB (H9B50) ® CLASSIC ROOF 0 H9420 OR 0 H8201 0 DOUBLE CURB (H9800) ®WALL SHEETING 30 OR ❑ H8300 O VR76 II H9925) DRAWING INDEX COVERSHEET Ci.__- ANCHOR BOLT DRAWINGS _F1 F2 COLUMN BASE REACTIONS PI STRUCTURAL/SHEETING DRAWINGS El - E7 _ DETAILS Dt__-._D7 _ Andrew D. Johnson, P 200 Whetstone Road Swansea, S.C. 29160 GO cr O J ~ Q U B r J BE, h Q Z LL BE M W J Uui ln� 0-- _ < x 5: 1:11 W Q In J O w > :G XU-W I-- ,o�CK'= B GO E n n 2 - --- `TT4J 25 -0" 25'-0' 25-0" T— 20' 0" Field V-4"pq J C C 1-4"� _ 1_1A M6aD 6 ,l DordZ A o C C C C B I HB BH 1 M U O Li ' _ 1 I n O I D HB BH j I C C C C 1 - :.I oo Mtn o M 0 0 o oSpq o6�D M o D 0M M 0 0 oM a�a 1._4. � � � � FICId 70' 0'"�7' 6" -.___-- 25' 0'" _ - 25' 0 _...-._ j 25" 00"� 2 a' U '�J LJ l4J ANCHOR BOLT PLAN NOTE. All Base Plotes 0 100-0" (U.N.) v ANCHOR BOLT SUMMARY Dip P(I J) Qfy Locate CIE) Type (i O 32 Endwall 3/4' F1554 3.00 O 32 Frame 3f4 F)554 3.00 ---III 0 16 AF dCnl 3/4" F1554 3.00 AD 0 Dio= 3/4" GENERAL NOTES 1= 1. THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36 UNLESS NOTED OTHERWISE ANCHOR ROD MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING o THE STRENGTH REQUIREMENTS SET FORTH E- ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER, ANCHOR ROD EMDED- MENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. Fl`$ 2. METAL BUILDING MANUFACTURER IS NOT ^ S. e4^= RESPONSIBLE FOR PROJECT FOUNDATION i m $„ a DESIGN. THE FOUNDATION DESIGN IS THE RESPONSIBILITY OF A REGISTERED pSN B PROFESSIONAL ENGINEER, FAMILIAR WITH A LOCL SITE CONDITIONS. gym �_' 3, ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION BOLTS, AS WELL ®n m „„ _ ^ AS ALL CONCRETE/MASONRY EMBEDMENT ry a B PLATES ARE NOT BY METAL BUILDING 6o M MANUFACTURER. '^ � u 4. THIS DRAWING IS NOT TO SCALE. 5. FINISHED FLOOR ELEVATION = 100'-0" UNLESS NOTED OTHERWISE. 6. "SINGLE" CUE COLUMNS SHALL BE ORIENTED WITH THE 'TOES" TOWARD THE LOW HAVE UNLESS NOTE) OTHERWISE. ]. ANCHOR RODS ARE REQUIRED ONLY IN THE QUANTITIES SEE GI FIED. BASEPLATES MAY BE FABRICATED WITH MORE HOLES THAN NEEDED FOR -HIS PROJECT. 8, THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING MANUFACTURER DDESIGN SATISFY PERTINENT REQUIREMENTS FOR THE OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER. O 0 PLEASE NOTE THAT THESE REQUIREMENTS -=1 MAY NOT SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS < Tp DEPENDING ON THE DETAILS OF THE M" �- N FOUNDATION DESIGN. � (p U J BECAUSE FOUNDATION DESIGN IS NOT WITH- m IN THE METAL BUILDING MANUFACTURER'S SCOPE OF WORK, IT IS THE RESPONSIBiL- W -i En D_ Q LLi J NY OF THE QUALIFIED PROCESSIONAL DESIGNING THE FOUNDATION TO MAKE Q Il w O CERTAIN THAT SHEETCIF,N jtj�jf�RIT+I EDGE DISTANCE IS PR �liTr`;;t"1j"�"'ft"fE �//HOR a W 0 z Q U) z BOLTS IN i IAl� C�'1 TH[16� T[fi W K o Eu 1- RICK DES X�v.,, •••., /Y'n E STATE OF '�LORlO� Andrew D. Johnson, P.E. rx N 200 Whetstone Road `o o oFwo Swansea, S.C. 29160 asp` e oe_mcxs Florida P.E. No. 86824 --- - - Dia= 3/4 8„Dia= 3f4" 8„ Dia= 3 f 4" 8„ Dia= 3 f 4" _ ®�®m fl - f 0 0� f -- I -6 1 f 4" 9 9 f I ! ! O I O f i O I I O I O -- - 0 I _ 3„ II _ 3 o 3 _ O ! O O II O L®®J � II � � __ I O oG I �--------- 31 f2" L_�L — J 3 f2„ J,-- 3 1f2 I I O O 1 1/2"L"1 1/2" 8" 1 1/2"�l 1/2" 8" — EW — _EW -- --- - _ SW 10 1/4" 4' 1 —q See Plan See Plan DETAIL A DETAIL B DETAIL C DETAIL D Z O f— U W f COLUMN — FINISH FLOOR ANCHOR BOLT TYPICAL COLUMN BASE PLATE DETAIL WIND BRACE SLOT -HILLSIDE (ROD SHOWN WASHER FOR REFERENCE ASSEMBLY ONLY) z x 0 w Z wC, u o COLUMN w z o i5 o o ANCHOR BOLTS TYPICAL COLUMN BASE PLATE DETAIL AT SLOT -HILLSIDE WASHER LOCATION A 2"L I* CLR. OPENING * VARIES: 21 —„-_ 3„ 2 4 (USE (2) 1 /2" DIA EXPANSION BOLTS PER COLUMN) GIRT DEPTH + 2" SECTION A , (RECOMMENDED) TYPICAL OVERHEAD DOOR FRAMED OPENING FOUNDATION DESIGN NOTES: 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWAII (FW) STEEL LINES SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT DE COLUMN AND ANCHOR BOLT LOCATIONS. 2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED PER HE MBS DESIGN SPECIFICATIONS. U) a H- w 0 U) O m o of B° Z o O LL wZ J r M y Q Q Z - mM C)W Lu < W J N ¢ m W Q U) rc N �J0 mom F� as-oomr ocn Andrew D. Johnson, P.E. 200 Whetstone Road gEm omsoE g ° Swansea, S.C. 29160 o=F~= e LL Florida P.E. No. 86024 FRAME LINES. 2 3 4 5 a _ - COLUMN LINE H H IV -�rV RIGID FRAME: ANCHOR 60LTS & BASE PLATES Frm Col Anc._Bo!t Base_Plate (in) Elev. Line Line Oty Die Width Length Thick (in) 2* A 4 0.750 8.000 12.94 0.500 O.0 2' 4 0.750 8.000 12.94 0.500 0.0 2* Frame lines: 2 3 4 5 ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES Frm Cal Anc._Bolt Base_Piate (in) Elev. Line Line City Dia Width Length Thick (in) 1 A 4 0.750 &000 12.50 0.375 0.0 1 B 4 0.750 8.000 12.50 0.375 0.0 1 D 4 0.750 8.000 1250 0.375 0.0 1 E 4 0.750 8.000 12.50 0.375 0.0 6 E 4 0.750 8.000 12.50 0.375 0.0 6 D 4 0.750 &GOO 12.50 0.375 O.O 6 B 4 0.750 8.000 12.50 0.375 0.0 6 A 4 0.750 8.000 12.50 0.375 0.0 GENERAL NOTES 1. ALL LOADING CONDITIONS ARE EXAMINED, THE MAXIMUM AND MINIMUM HORIZONTAL (H:) AND VERTICAL (V) REACTIONS AND THE CORRESPONDING VERTICAL_ (V) OR HORIZONTAL (IT) REACTIONS ARE REPORTED, 2. REACTIONS ARE PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING THE APPROPRIATE LOAD FACTORS AND COMBINATION TO BE USED WITH EITHER WORK'.NG STRESS OR ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION. 3. FOR ASCE7-10 AND LATER BASED BUILDING CODES THE UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE GENERATED USING ULTIMATE DESIGN WIND SPEEDS 4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. 5. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (I) ACTING AWAY FROM THE BRACED BAY AND THE VERTICAL REACTION (V) ACTING DOWNWARD. Wind* RIGID FRAME LOAD CASE ABBREVIATIONS: Ll/Wind_RI LATERAL WIND FROM THE LEFT/RIGHT, CASE 1 Wind_I.2/Wind_R2: LATERAL WIND FROM THE LEFT/RIGHT, CASE 2 Wiad_Ln1/Wind_1_n2: LONGITUDINAL WIND, CASE 1/2 Se smic_L jSe smie R_ LATERAL SEISMIC LOAD FROM LEFT/RIGHT LWIND#-L#E/LWIND#_R#E. LONCITUDINAi_ WIND EDGE ZONES F ONB_SL L/F/UNB-SL R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT F'PAT_LL #/F}PAT_SL #: PARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS * ENDWALL COLUMN LOAD CASE ABBREVIATIONS: Co:lat COLLATERAL LOAD er RaftWind_L/Rofter Wind-R: LATERAL WIND FROM THE LEFT; RIGHT Bruce VTind_liBrace Wind_R: LATERAL WIND FROM THE LE;=T/RIGHT Wind_P/WInd_S: LONGITUDINAL WIND PRESSURE/SUCTION ON COLUMNS W d-Ln_ LONGITUDINAL WIND SUCTION ON ROOF S s L/S6 R: LATERAL SEISMIC LOAD FROM LEFT/RIGHT E,rUNB_SL L/E#,UNB_SL_R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT E#PAT_LL #/E#PAT_SL N: PAARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS RIGID FRAME: BASIC COLUMN REACTIONS (k ) frame Column -----Dead-----Collateral- ----- Live ------Wind_Leftt- -Wind_Rightt- --Wind_'_eN2- Line Line Ho;iz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert He, Vert 2*A 2.8 4.8 3.4 5.3 8.2 12.6 -18.7 -25.1 -8.3 -18.4 -14.0 -ITS 2° E -2.8 4.8 -3.4 5.3 -8.2 12.6 8.3 -18.4 18.7 -26A 3.6 -7A Frame Column-Wind_R.ght2- --Wind_Long 1- --Wind-Long2- -Seismic_Left Seismic -Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2= A -3.6 -7.1 -9,6 -24.7 -10.1 -19.8 -0.1 -D.1 0.1 0.1 2- E 14.0 -14.8 10A -19.8 9.6 -24.7 -0.1 0.1 0.1 -0.1 2* Frame Ines. 2 3 4 5 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead CoIIa{ Live Left Poght1 Left2 Right2 Press Suct Long1 Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Horz Harz Vert Vert Vert 1 A 0.7 0.6 2.3 -4.7 -2.5 -3.2 -1.1 -3.2 3.8 -4.7 -2.6 0.0 1 8 2.0 2,0 7.2 -14.0 -8.8 -9.8 -4.6 -?2 8.0 -14.0 -8.8 0.0 1 D 2.0 2.0 7.2 -8.6 -143 -4.4 -9.8 -7.2 8.0 -8.8 -14.0 0.0 1 E 0.6 0.6 2.3 -2.7 -4.7 -1 3 -3.2 -3.2 3.8 -2.6 -4.7 0.0 Seis Frm Col Right E1PAT_LL_1- E1PAT_LL_2- E1PAT_LL_3- E1PAT_LL_4- Line Line Vert Horz Vert Horz Vert Horz Vert Harz Vert 1 A 0.0 0.0 2.8 0.0 -0.5 0.0 2.2 0.0 -0.4 1 B O.D 0.0 3.1 0.0 4.0 0.0 7.6 O.0 3.6 1 D O.D 0.0 3.1 0.0 4.0 0.0 3.6 0.0 7.6 1 E O.D 0.0 2.8 0.0 -0.5 0.0 -0.4 0.0 2.2 Wind Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Colic-, Live Leftt Rightt Left2 Right2 Press Suct Long1 Long2 Left Line Line Vert Vert Vert Vert Vert Vert Vert IF- Herz Vert Vert Vert 6 E 0.5 0.4 1.6 -3.2 -1.8 -2.3 -0.8 -3.2 3.8 -3.4 -1.6 0,0 6 D 1.9 1.7 6.5 -12.0 -7.5 -8.5 -3.9 -7.2 8.0 -12.0 -7.6 0.0 6 B 1.9 1.7 6.5 -7.7 -12.0 -4.1 -8.4 -7.2 8.0 -7.6 -12.0 0.0 6 A 0.5 0.4 1.6 -1.6 -3.4 -0.5 -2.4 -3.2 3.8 -1.7 -3.4 0.0 Seis Frm Col Right E2PAT_1FL_1- E2PAT_LL_2- E2PAT_LL-3- E2PAT-LL_4- Line Line Vert Horz Vert Horz Vert IF -Vert Harz Vert 6 E 0.0 0.0 2.6 0.0 -0.9 0.0 1.5 0.0 -0.8 6 D 0.0 0.0 2.5 0.0 4.0 0.0 7.0 0.0 3.5 6 B 0.0 0.0 2.5 0.0 TO O.0 3.5 0.0 7.0 6 A 0.0 0.0 2.6 0.0 -0.9 0.0 -0.8 0.0 1.5 WIND BENT REACTIONS Wall Co; Wind(k Reactions ) Seismic(k) Bolt(in) Base-Plate(m) Lee Line Line Horz Vert Horz Vert Oty Din Width Length Thick F SW E 3 4.9 7.9 0.3 0.4 4 0.750 8.000 12.000 0.375 F_SW E 4 4.9 7.9 0.3 0.4 4 0.750 8.000 72.000 0.375 H _f H B_SW A B_SW A 4 3 4.9 4.9 7.9 7.9 0.3 0.4 0.3 0.4 4 4 0.750 0.750 8.000 12.000 8.000z 12.000 0.375 0,375 y_ BUILDING BRACING REACTIONS t Reactions(k ) Panel -She., -Wall - Cat Wind- Sesn c- ('.b/ft) Lee Line Line Herz Vert Horz Vert Wind Seis Note L_EW 1 A,B 3.6 2.9 0A 0.1 F_SW E 3,4 (a) R_EW 6 B,A 3.0 2.4 0.1 0.1 B_SW A 3,4 (a) (a)Wind bent in bay _XG E N g act �'. STA OF 'm\ �<ORIO° Andrew D. Johnson, P.E. 200 Whetstone Road Swansea, S.C. 29160 Florida P.E. No. 86824 19 n�3o. F ad -V 8��sng ®Q�omg to fy 0 J � U LL N J CO C � O U_ UU T J U w U) ❑ -_ Q L w Q� 5; m0» X U W F- Z O K F CL S NEM9ER TA6LE `!J ROOF PLAN 120'-0" OUT -TO -OUT OF STEEL MARK I E ART LENGTH ---------- -- P-i OaZOJS 34]]SD P-2 OSZ06] 384.OD0 P-3 08Z060 31 FPO O! J) 4 S P 5 08206D 28].o7`Ov0 25' 0" 2`' 0" 2$' 0" 25 C" 20 0' P 6 ! 087075 347.I50 �- P J 08Z06J 384.OD0 v� J.. - — _ P 8 08Z060 384.000 - _- - P-9 08Z060 28].]50 E-i 08E060 299.500 E-2 08E060 299.500 ig J2 17 E-3 OSE060 239.500 E-5 RF1-1 E-2 RF1-1 E-2 RF7-1 E-2 RF1-1 E-4 E-4 DaPODD 239800 P-1/T P-2 - p_g T Pi RF1-2 G� �3 G8 k �4 03 P-4 T ?-5 T D A6 RF1-2 ER-2 ER-1 RF1_2 RF1-2 P-7�Typ RFt-2 :]Fz P-8 TYp RF1-2 P-6 TYP P-3 TYP P-g TYP GB k Ce\4 ER-1 RF1-2 RF1-2 ER-2 PURLIN 4'_0" 3.-0" 3'-G" 4-0" LAP 4._0.. 3._0. 3._C,- I4 _0.. ROOF FRAMING PLAN E-� FBI 08E060 RDOS- 1 1— 00 415.000 1 U CB-4 R005- 350 G00 GENERAL NOTES E PEACE TAGGED END OF RAFTERS TOWAP.DS THE LOVf EAVE- 2. STD. ROD/CABLE SIZES FER PART PREFIX ARE: O Q ROD CABLE < RD05- = 5/8" ROD CA02- = 1/4" CABLE RD06- = 3/4" ROD CAO3- = 3/9 CABLE RDO]- _ ]/8" ROD CAC4- = i/2" CABLE _ - RDOS- = i" ROD �miG RD09- = 1 1/8" ROD RD10- = 1 1/4" ROD""'. yin �u� 8e 3. PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH o A307 AND A325 BOLTS. REFER TO THE DETAILS 4i-,_o FOR SPECIFIC USAGE REOUIREMENTS. }xm`i_ 4a . ^. o L j 4. THIS DRAWING IS NOT TO SCALE. 4j A 3oi ®tea $B o of Q z 5 Q� DO w u- ' O w O W J 1p N (n c>7 N� Q c z L O {\j Jtt/Y�y BE m BE Do O w 0 J N ,w Q n rc N wX U EWF o O N.46a24- azo ~ m mN e cn STAT OF f n 4 FCORIDP•.= "tul+nuuul . s�aar`g=�3 o oa as N Andrew D. Johnson, P.B. 200 Whetstone Road _eFa O Swansea, S.C. 29160a=$E oo w Florida P.B. No. 96824 DOWNSPOUT SCHEDULE SING ID I GRID LINE I MAXIMUM SPACING I I( 4 120-0" OUT -TO -OUT OF STEEL C 2 � 4 5 25'-0"25 0 25' 0" 25•_0'• 20'-O" a I i I I i i i I I I 0 I a I L i I I--1 i L-- L o ©LE ODTH D-1a NOTES: ROOF SHEETING PION PNNEEI_S: 26 Gs. Cl—w - G.1-1 me Plus (GM) ® INDICATES 4 x 5' x IC'-O• CORRUGATED DOWNSPCUT ME. H2305 - SEE DETAIL IRIKI-21 ON SHEET D6 SEE SHEET D5 FOR ROOF SHEETING ERECTION NOTES IN U) 11� LL LL J 0 _ EL z -c ' E--wC mm 0 ..i •. U n` ` m W Q U) a (� . •T� �JOw>� m� f 86 V #° AEON- N!❑iftll Andrew D. Johnson, P.E. 200 Whetstone Road o Swansea, S.C. 29160NJ Florida P.E. No. 86924 � �m Qt/2" 12 RGA05 (a0) aeo so•• 10 3/4'E^^� b�h0 3/a" 5 11/16" V- 2'-5 11/1 E z 5%I6' z 441.3 RIGID FRAME ELEVATION: FRAME LINES 2 — 5 GENERAL PAOTES i. p MUIGAE<_ FLANGE BRP.CINC LOG1nONs. (1) = ONE <_IM (2) _ ➢V'0 SIDES. 2, IF FLu IGE BRAFNE IB REQUIRED ON BOTH SIDES OF AN EXPANDABLE RIGID FRABE. THE 0FUT- LANCE B II�i$jPLLED AT TxE HOF O �POJic S URE EXPANSION. FTHESE FIANCE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CON01ilON. NAVE E SDI OF TxEIR BOLTS INSTALLED An - BOiH SDES OF _ eHAL \'ED ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPk`INT IS RE'_E SED. \ a. INTERIOR CO!111 uEIAL TAC IS ORIENTED TOVlA4D TH_ LTV FAVE OF THE BUILDING. 2 12 Andrew D. Johnson, P.E. 200 Whetstone Road Swansea, S.C. 29160 Florida P.E. No. 86824 U Of 0 1— U � N U) M J O U Lu ® J Q (� W i— ca H ca DO M w t�-a Rhl-t RF1-1 RF�1-= RFI-1 EC-5 7' 6" ( 10_-" _ ! F 0-6 - Feld tom- 6" 70' 0" 7' 6" GIRT t'->1_? 1._2+ - LAPS 1'-7- 1'-/" i'-T 2- Q Q SIDEWWALL FRAMING: FRAME LINE EQ Q Q (Gutter with 4 downspouts) 8 9 10 5 6> 9 t0 ti ❑ ❑ O O O O O O O N N O O O N N N N [V h N N N N N N N N N N N N N N N N N N N PT N N N t3 t3 13 t3 t2 12 i5 t5 t2 12 I El O O O MEAIEER TALE FRAM- MARK LINE E PART LENGTH WF-1 W1215825 225. 0 F-2 DJ-i W1215825 JOBCO60 263,000 00000 TRIFI TABLE FRAME LINE E _ DJ-2 pH-1 J06GIO5 J08C060 162 000 120.000 CID PART BSBO1 LENGTH t22000 pElaL TR11 301 DU-2 E-i J08C060 OBE060 120.000 N94.500 2 T— 3 H4220 7.000 TRIP 301 TRI 30I E-2 E-3 O8E060 (BE060 M TED 239500 4 OCA01 5 GTA01 242.000 21NCH TR11 1 TRIM-1 G-10 - OBZO60 OBZO>5 31P>50 318.J50 6 GTA02 242.000 TRIl,1_1 G-1 ^. 08Z06> j 318.J50 > LEAD 8 RCA01 122000 9.250 TRIM_t G-13 G-14 08Z05A 08Z054 318.J50 106.000 9 GRA01 i0 I, AD 8FOR 5.000 G-IS G-16 0Sao 08 — 106.000 338 H. "A02 0.250 G-i> OB OBT 338 p00 12 CCA121 13 JTA121 121.000 121.000 TRIM TRIM_98 G-18 G-19 OD,— 08ZOfi0 106000 338000 14 HT0.114 15 JTA002 124.000 8>.000 TRM-9R TRIIM-98 G-20 G-2t OBZ054 GBZO6G 258.J50 258. 750 i6 C1E040 i> HTC044 -G. 44.000 TRIM_19 TRIM 98 HW8-40 CNNECL'ON PLATES F ME E _D MARKIPAGT1 4000Q� _ BOLT (AB LE LINE E LOCA N \YF-i - I -2 , WE i - R 1-1 ODAN 8 4 p PE DA LENG' 325 5 8 2 A325 1 4 2 310 C04 GCC03 GG\YOB cb SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS. 26 GA. Classic - Fox Gray SP (FG) GENERAL NOTES STD_ ECD/C,SLE SIZES PER PART PREFIX ARE ROD _ _ CABLE RD05 - 5/8" ROD CA02- = 1/4' CABLE R006- 3/4" ROD CA03- = 3/6- CABLE Rom- = 7/8' ROD CA04- 1/2" CABLE RDDB- - i" ROD RDDO- = 1 1/8" ROD RD10- = 1 1/4" ROD 2. SOD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WERE TO ALLOW FOR BRACING. 3_ FRAMED OPENINGS WHICH All FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIFTS AND SHEETING, 4. IRIS DRAWING IS NOT TO SCALE ��❑ ^ ❑❑ � \'J `I, 2) Andrew D. Johnson, F.E. 200 Whetstone Road Swansea, S.C. 24160 Florida P.E. No. 86824 Q J z u- N Q V Z L m M W , U W (n LL C J m W z Q m � O Ii > n X O W H z O W W w z z W W 0 z Q r O W tC-tl RF1-1 RF1-1 RF1-1 RF1-T EC-1 /. 6.. I 10' 0"_... -6 3�_4�. 7' 6" I 10' 0" / 6 Fielc 1 -7 1-2- 1-2-� 1-?-� GIRT LAPS FRAMING: FRAME LII E A Q Q QSIDEWALL Q (Gutter with downspouts) a 9 10 /4 O� 9 10 1 ❑ ❑ ❑ ❑ ❑ _ ❑ MEMBER R ME TABLE uNE n MARK PA LENGTH WE-i WE '12 Yt12i 5825 2 5.000 263.000 TRIM TABLE DJ-1 DJ-2 Jo8Co60 J08C105 90.000 162 SID FRAIAE 010 LINE_A PART LENGTH DETAIL DH-t DH-2 J08CQ60 JO8CQ60 120.000 120.000 2 S OI 114200 12>_000 7.000 Rlhl 301 TRIM_301 E-2 E-4 08EO60 08E060 299SOC 299,500 3 4 H4220 GCA01 242— TRIM1t_301 TRIAI_J E-5 G-ib O—Se 08Z054 239500 I_ B 5 GTA01 121.000 TRIM_1 G-16 08Z067 338 004 6 7 11A02 —1 242.000 122.000 TRIM_1 TRIM_1 —108Z054 G-18 082054 338 000 I8e L.. 8 RCACI 9.250 G-19 08Z060 338 000 9 t0 " GRA01 H4000 RCA02 8.000 5.000 9.250 G-22 G-23 08Z054 08ZQ60 258.750 258750 12 CCA121 I-OA0 TRIM_19 G-24 G-25 08Z060 08Z060 1G6.000 318.150 13 JTA121 'TA124 1-000 124.000 TRIM -OS TRIM_98 G-26 08Z075 7 31EF750 38750 15 JT1087 17.000 TRM_ G-2460 Z06438750 6 iNCE0G 7 iA0_ o000 44,000 T II, TRIM 9e roN ECT:oN P"ES FRA E IBE A D ARC( PORT 4000 _ BQLT TABLL FRAME LINE A2 YOCnioN_ENGTH WF WF i RF1 j 8 1 325 /0 A325 3/4' 3" 4FTF�— 21GCC03 3 GC-A— SIDEWALL SHEETING 8c TRIM: FRAME LINE A PANELS: 26 Ge. Classic - FQz Gray SIP (FG) GENERAL NOTES 1 STD. R00/CABLE SIZES PER PART PREFIX ARE: ROD CABL RD05- = 5/8" Be. CA02- = 1/4CABLE RD06- = 3/4" ROD CA03- = 3/8' CABLE BE - = 7/B" ROD CA04- = 1/2" CABLE RD08- = 1" ROD RD09- = 1 1/8' ROD RD10- - 1 1/4" ROD 2. R00/CABLE BRACING THAT OCCORS IN FLUSH OR INSET CRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING, 3_ FRAMED OPENING. WBCH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF SETS AND S4EET1G. 4, THIS DILiN,NG 11 NOT TO SCALE. a W z Q 0 z P- w w x Y) 0 z a dAfl F� N Andrew D. Johnson, P.E. _ _ =s 200 Whetstone Road s ° Swansea, S.C. 29160 ! Florida P.E. No. 86824 =m.,EHUe=e ,1/2 12 GIRT LAPS rev I 80'-0" OUT -TO -OUT OF STEEL F eld ENDWALL FRAMING: FRAME LINE 1 T J1/2„12 O 6 6 9 l0 It BOLT ABLE FRAME NNL _ LOCATIOQUn' 1 11 PE CIA LENGTH ,a- I'll ER-1 k A325 5 8 2 1 4 j c- Rof 4 A325 1/2" 2" TRIM TARLE FRAME LINE- i oID PART LENGTH DETAIL 1 /2 1 8 Oi IZS Us TRIM_30t 2 _ Ha200 7.000 TRIM-301 12 3 H422G TRIM_301 4 OCA01 242000 TRIM_7 5 RTA01 1210DO TRIM _2 6 RTA02 242 EGG TRIM-2 7 M015D 26.440 8 RCA01 9.250 9 GRA01 8.000 10 H-SD 5.000 11 IAAD2 9.250 12 GCA121 121.000 TRIM_19 13 JTA087 87.000 TRIM 98 ib CCE040 40000 TRIM 19 15 HTAN. 44.000 TRIM 98 - MEME]W,�,2. FRAR LEGEC-220625EC-2G 232.500EC-2. 232.50DEC- 220625 ER-25 480.,88 DJ-i 90.000 ! G-1 333.500G-2 333.500_j G-3 444.OD0 G-4 p8Z029 ! 44T GOD G-5 08Z060 333.500 G-5 08Z054 ( 333.500 CB-i RD05- 3'7.000 CB-2 RDOS- 360.000 HWB-40 40.000 FLANGE BRACE TABLE ffia�l CONN CPON PLATES FRAME LINE 1 ❑' T i GCC03 2 GCWOB cb 1/2"1�1" 12 8 9 ,0 - S O( O rD C p co rD O O O �5 N N N N N N N 111 I u Li 1'-0' BAC(LAP ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. Classic - Fox Gray SP (FG) GENERAL NOTES i. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ROD CAB RD05- 5/8' ROD CA02- = 1/4" CABLE RD06- = 3/4' ROD CA03- = 3/8" CABLE RD07- = 7/e" ROD CA04- = 1/2' CABLE RD08- = 1" ROD RD09- 1 1/8" ROD RO1D- = 1 1/4" ROD 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GISTS AND SHEETING, 4. THIS DRAWING IS NOT TO SCALE. ��z oRo J I - a 0 Z F- LL1 W Cn 0 C� Z Al Avr Oil 111111x4� Andrew D. Johnson, P.E. '?= M—H lg 200 Whetstone Load -- �EU-"Fi= - --------- O Swansea,_ S.C. 29160 FIT Florida P.E. No. 86824 .n-- -2,Sa 80'-0" OUT -TO -OUT OF STEEL �T/z" 12 BOLT TABLE FRAME LINE_ 6 - LOCATION U N TTPE DIA `ENGiH ER-2/ER-2 4 A_15 1 2 2 Columns lRaf A325 i /2" 2" RIM TADLE FRAME LINE 6 OI PART ; Oc AIL 1�G•• I I ff.. 1 BSEEI 122.000 TRIM_301 2 H4220 ].000 TZ 2 'TRIM_301 3 GCA01 TRIM_301 4 OCA01 !TRIM_] 121Do 5 RTA02 24200' TRIM_2 6 RTA02 226 AAo 'TRIM_2 ] 20.440 R AOO 8 OR I 9.250 9 ADi 8000 IT 10 H4000 SOLD I RCA"9.250 12 CCA121 121 000 ITR:. I- 13 114087 8].000 ITT98 14 CCE076 ]6.OG0 1TRIM_I9 15 HTA080 80.000 TRIM 98 MEMBER TABLE FRAM LIN= MARK PART6 LENGTH Ec-s w12so25 z2o.6zs EC-6 W12SDI20 232.ED EC-7 W12SDI20 232.500 EC-8 W125059 220.625 ER-2 W12SDI20 479.438 DJ-1 JO8CO60 90.000 G-i Q-Z060 333.500 G-2 OBZ054 333.500 G-3 08Z0'4 444.000 G-5 OBZ260 333.500 G-6 08Z054 333.500 G-2 OSZD54 181 FOR G-8 OSZ06] 444.000 G_9 08Z054 181.00D CB-1 Do"- 36].00D C13-2 RD05- 360.000 HW8_]6 ]6.000 FLANGE BRACE TABLE FRAME UNE 6 4ID SIDES MARK CLIP d FBCO6if CONNECTION PLA ES FRAM1tE LINE 6 ❑: MA K PART i GCC03 2 GCW08gcb 3 NCR02 GIRT 3'-6"1 Z•-6^ LAPS 3-6 ENDWALL FRAMING: FRAME LINE 6 QI3-6' I Q.. i /z6 0 2,•� 9 10 1^ 12 8 9 iC i, I O O O O O O o o O L7 O O ,D O o N N N -H o N� 1z 1z V-0' BACKLAP ENDWALL SHEETING & TRIM: FRAME LINE 6 PANELS: 26 Go. apssic - Fox Cray SP (FG) GENERAL NOTES 1. STD_ ROD/CABLE SITES PER PART PREFIX ARE: ROD CABLE RDO5- = 5/8" ROD CA02- = 1/4" CABLE RDO6- = 3/4" ROD CAO3- = 3/8" CABLE Rp0]- = 2/8" ROD CAGe_ = 1/2" CABLE RD08- = 1" ROD RD09- = 1 i/8" ROO RD10- = 1 1/4" ROD 2_ ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING, 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF DINTS AND SHEETING. 4. THIS DRAWING IS NOT TO SCALE. Andrew D. Johnson, P.E, 200 Whetstone Road Swansea, S.C. 24160 Florida P.E. No. 86824 Cn 0 J U LL F N J Cn M Q d Z ILL.W oo O W U LU m W a Q U) -Ei O p > =B om X U .1 W F TYPICAL FIELD WELD ERECTOR NOTE: WHEN 'LOT REINFORCEMENT PLATES ARE PRESENT IN 12" REQUIREMENTS ERECTOR OR NOTE: E: COLD -FORMED MEMBERS, ROD/CABLE BRACE MUST UTILIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) REINFORCED SLOT LOCATION. ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS WHO ARE QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS/CWB SPECIFICATIONS. WELD ELECTRODES USED FOR THE SCOWL (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MR. MATERIAL AND LOW HYDROGEN CONTENT. GALVANIZED STEEL FIELD WELDING RECOMMENDATIONS PREPARATION OF WELD AREA AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE REMOVED AT LEAST ONE TO FOUR INCHES (25-10 —) FROM EITHER SIDE OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WED PIECE. GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON METHOD, BURNING THE ZINC AWAY OR PUSHING BECK THE MOLTEN ZINC FROM THE WELD AREA ARE ALSO EFFECTIVE. TOUCH -JP OF WELD AREA WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780, STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HT -DIP GALVANIZED COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, ZINC -BASED SOLDERS OR SPRAYED ZINC. A L TOUCHUP AND REPAIR METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780. SAFETY & HEALTH WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA PERMISSIBLE EXPOSURE LIMITS (PEES) MAY BE EXCEEDED AND EVERY PRECAUTION, INCLUDING HIGH -VELOCITY CIRCULATING FANS WITH FILTERS, AIR RESPIRATORS AND FUME -EXTRACTION SYSTEMS SUGGESTED BY AWS, SHOULD BE EMPLOYED, FUMES FROM WELDING GALVANIZED STEEL CAN CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES, PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, SAFETY IN WELDING, CUTPNG AND ALLIED PROCESSES, WHICH CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL AND THE GENERAL AREA, VENTILATION AND FIRE PREVENTION. r-® 2'-s 1/1- 1 / oz wAs�ERs PIT .ENDING R—IRED O FOR PROPER FIT IF NOTE_�Ce �. 7 R R IK.j RGG FOR 12 CE RAFFERs TYR FLANGE BRACE @ CIF RAFTER i NOTE: SEE 5—111A FOR NO SLOT-/ REINFORCEMENT PLATE ND/CADER SWOT PATTERN NO SLOT REINFORCEMENT PLATES ESINGLE SLOT REINFORCEMENT I PLATE f l 1� iRoo/cAeLE SLOT PATTERN WITH SLOT REINFORCEMENT PLATE 12" COLD —FORMED MEMBER ROD DIAMETER MARK NUMBER HILLSIDE WASHERS FLAT Ia307/A325 WASHERS NUTS COUPLING.. NUTS 0 RDB __ (2) H0930 (2) H02101. (2) H0310 H0810 �5/8- 3/4° 0 RDC _ (2) H0930 (2) 110220ICS 110320 H0820 7/8' 0 RDD-_ (2) H0930 (2) 110230',(2) H0325 H0830 1" m ROE __ (2) HO960 (2) H024011(2) H0330 H0840 1 1/8" 0 RDF (2) H0960 (25 H0250 (2) H0450 HOB50 1 1/4" 0 RDG __ (2) H0960 (2) H0260_(2) H0340 H0860 1-WEB OF COLUMN OR RAFTER COUPLING NUT (QUANTITY VARIES) SEE PLANS AND ELEVATIONS FOR BRACING MARK NUMBERS ROD ASSEMBLY MR. RD--_ HILLSIDE WASHER, FLAT WASHER, AND NUT ///7 \ "f ROD BRACEIfl. TO ° ,1E Q3 BRACE OPPOSITE SIDE D WHERE INDICATED ;TION DWGS. AS "NS & FS" NOTE: 7 2 X 2" A325 BOLTS A E REQ•D FOR BOLTING FLANGE BRACES. FLANGE BRACE MARK FB COLUMN- / H0603 BC H0300 N H0200 WASHERS GIRT TYP FLANGE BRACE @ BU COL & GIRT NOTE: SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS REQUIREMENTS_ ERECTOR NOTE (UNLESS NOTED OTHERWISE ON DRAWINGS) BOLT/NUTASSEMBC el REQUIRED AT UPPED R _ ZEE MEMpERs. (NO BOLT HEAD SLOT R UIRED ON SLSLOTSOT Fc S)ES WASH=RS REQUIRED) m1. OF AT MATERIALIF SONDE NOT-- SLOT SIDE ( E LA PED ZEE SECTION "A" MEMBER EXCEPTION). BOLT HEAD- SLOT SLOT TO HOLE CONNECTIONS WASHER- ONE WASHER REQUIRED ON --LAPPED ZEE _ SLOTTED SIDE ONLY. MEMBERS, PURLINS OR NUT _ HOLE GIRTS LAPPED NESTED REGION BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS NO WASHERS ARE REQUIRED - - - WHEN SLOTS ARE NOT USED. HEHOLE — WASHER PART NUMBERS H0200 i/2' FLAT WASHER H0240 - 7' FLIT WASHER H0270 S/8,; FLAT WASHER H0250 - 1 i/S•' FLAT V,'ASH ER NO WASHERS REQUIRED AT BOLTS USED IN [,THE LAPPED REGIONS OF ZEE MEMBERS. H0220 3/4 FLAT WASHER H0260 - 7 1/4•' FLAT WASHER H0230 7/8 FLAT WASHER SECTION "B" TYPICAL FLANGE BRACE MARK NUMBERS _2-51/' 1 PURUN ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS CN THEM FBC L--INDICATES LENGTH OF FLANGE BRACE IN INCHES E=1H0603 LENGTH BOLT I IN0300 NUT H0200 WASHERS FBD RAFTER INDICATES LENGTH OF FLANGE BRACE IN INCHES LENGTH 325 EX2" REQ'D �-GH0603 BOLT CES. H0300 NUT TORUN WASHERS FBE-- COUNTER LENGTH 01 35 7 8" —COUNTER - SEE CHART Oz s7 1 g• FLANGE BRACE OPPOSITE SIDE REQUIRED WHERE INDICATED Q3 49 1/T 04 5o i a' ON ERECTION DWGS. AS "NS & FS•' LENcrH TYP FLANGE BRACE @ PURLIN & RAFTER -- � o NOTE: SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS i UK ,#, EBEV FOR 8' CF FBED2 FOR 12' OF, COL Hceaa BOL- Hoz000B o IvnsHER11 NOTE: 12 2' A31 R/p'pBFOR PRE Ki —1 GIRTS— TYP FLANGE BRACE @ CF COL aNOTE: SEE PLIN5 A ,none FOR FANG_ FIRE .ARKS Andrew D. Johnson, P, 200 Whetstone Road Swansea, S.C. 29160 Florida P.E, No. 86824 J Q � � M IN Fn mW h O DO O I- U w BD Ony Z J O 'i U Ed J J_ a�w DU F m ~ in Q EAVE LINE - n i X1 �(8) 5/8" 0 A325 PORTAL RAFTER BOLTS H0610 _ NUTS H0310 FRAME COLUMN FRAME COLUMN I PORTAL COLUMN PORTAL COLUMN - FINISHED FLOOR 6 1/4., 1'-0" 2V-11 1/2" 1' 0" 6 1/4" (COLUMN CLEAR (COLUMN DEPTH) DEPTH) 25'-D" (CENTER OF FRAME TO CENTER OF FRAME) FULL HEIGHT PORTAL FRAME SEE PLANS .,N/., EUYATIONS FOR —11 NUMBERS REFERENCE ERECTOR NOTE FOR ttP— YfASHER REQUIRE— X 2 ENDWALL RAFTER ENDWALL RAFTER SEE BOLT TABLE ON ENDWALL FRAMING DRAWING FOR BOLT SIZE AND QTY. ENDWALL RACIER AT RIDGE BUILT-UP OR HOi-ROLLED PaFTER REFFRENCE EREETNR NOTE FdR`n— „ASNER REQUIREI,ENTE F 12 a E PORTAL FRAME 0 0 o o � 6' FRAME COLUMN CUP SECTION A MK. PFC04 PORTAL FRAME COLUMN 6 1/4" PORTAL COLUMN TO RIGID FRAME " s'l 64`r 3 A321 E;NNOTEFO H11 REFERENCE ER C _ R TWICAL rvASNER ftEOVIREMENis (4) 1/2"¢ X 2" BOLTS - TYP. RAFTER (6 BOLTS 0 SINGLE CEE RAFTER) *ASINGLE H0603 \ NUTS H0300 OF 4" ER CLIP MK. EWA01 REQ'D AT CEE RAFTER 1 i/2" SINGLE OR DOUBLE CEE ENDWALL COLUMN SECTION A ENDWALL COLUMN TO RAFTER COLD-FORMEN COLUMN TO COLD -FORMED RAFTER q REFERENCE ERECTOR NOTE FOR ttP 1 —FER REQUIREMENTS B 1 i i 2" R X 2" A325 30�LT (H0603) NUT (IT _R ) AT Y — FIANCE BRACE FBC 24 EACH END HORIZONTAL STIFFENER OR FLANGE BRACE PLATE FLANGE BRACE @ FRAME & PORTAL COL. I I= REFER TO CROSS SECTIONS & ELEVATIONS FOR PART LIMBERS REFERENCE ERECTER NOTE FOR — „-UER RENDIREMENE3 X 1 1 i�G 8" of 12" DOUBLE CHANNEL COLD FORM RAFTER 1/4 Q CLIP W MK. NCR__ 0 RIDGE E Z_ 2 ci UL COLD —FORMED RAFTERS AT RIDGE o F US` INI 1/2' 2' A111 REFERENC°E°ERE 01 NOTEH.IFOR —EA. RAPIER REQUIREMENTS F5 c z w JUL J N U) h EL _ z L <Q M / ..S� Q W lJ J O zQ V > mo y� 86824 = — __. wX0 a Imo- O LLJh o DO ~ �o UJ ao3=mcg€ m_ -�gv^nPRgz_° Andrew ZD, Johnson, P.E. 200 Whetstone Road Swansea, S.C. 29160 _es Florida P.E. No. 86824 .mm F= ¢F'N �1-m"_" COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOT. D, ARE ASSUMED TO BE UNIFOftHE DISTRIBUTED. WHEN SUSPENDED SPR- K_ER SYSTEMS LIGHTING, HVAC EQUIPMENT. CEILINGS, E C_ ARE SUSPENDED FROM ROOF MEMBERS, CONSULT zNGINEER OF RECORD IF THESE. CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LAADED SIGNIFICANTLY MORE THAN OTHERS. ESWOI WASHER I RAKE ANGLE L t V_) ( 1 ' MK DIAR01 S AT EACH SUPPORT �. PURLIN (� FASTENER ME. H102G RAKE ANGLE L.L V i ( '/ MR. MARO1 FASTENER MK. H1020� AT EACH SUPPORT POPLIN o � ( { ' _ I PURLIN STIFFENING LIP PINK IN FLANGE I i*' - SHOP WELDED CLIP PURLIN WEB GENERAL RESTRICTION:' UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION_ ALSO DO NOT I1ANG ANYTHING FROM PURLIN STIFFENING LIP. �- CTOR NOTE: -rNPLACE IS SHOP WELDED OPTIONS FOR SUPPORT ATTACHMENTS RAFTER -OPTION 77 OPTION B (200 LBS MAX) (500 LBS MAXI `>= EW RAFTER RAFTER d DRILL SUPPORT SUPPORT ANGLE OR SOME BOTTOMHROUGH THE OTHER TYPE OF BOTTOM FLANGE OF BRACKET. (NOT BY NBs) THE PURLIN. SUPPORT THROUGH PURLIN WEB. i/2"0 MAXIMUM BOLT (NOT BY MBS) — EAVE STRUT TO ENDWALL RAFTER (4bolt) PURLIN TO DOUBLE CEE RAFTER USE (4) 1/2" x 1 1/4" A307 BOLTS H0500 NUTS H0400 REFERENCE ERECTOR NOTE FOR TYPICAL YlASNER REQUIREMENTS A6 WELDED CLIP @ ENDWALL RAFTER USE (4) 1/2" x 1 1/4" A.307 1. KREBS m REOfERENLTS OCE00RECTOfi NOTE OR ttPICAL WESTER REQUIREMENTS amen _®NN Clog �R=a ISE (a) 1/2' . 2' A SOUS 10603 / NUTS H0300 REFERENCE EREcioR nOTE Fore rvalcAL wASHE2 REQUIREMENTS ESWO1 WASHER (REQUIRED AT THIS LOCATION) PURLIN LAP PURLIN LAP _}___ SEE FLAN 1 SEE PLAN BOLTS REQUIRED AS SHOWN, ANGLE SUPPORT (NOT BY MBS) 1" MAXIMUM FROM i"`1' I' MAXIMUM FROM N uN IN CENICRI4 U LIN WEB TO CENTERLINE OF WEB TO CENTERLINE OF SUPPORT SUPPORT I o gSAA. �� 111 yaq qa orlonra &z a.� m2woz y��,®y F w IE P" 22-8-2 oR� �o 2. ® 0 OPTION C: x' 200 LBS MAX PURLIN) SHOP WELDED CLIP IF PURLIN FLANGE �`�1.. SUPPOR` CLAMPS _ "X" = TOTAL PROJECTED ARE USED DISTANCE FROM THE CENTERLINE OF THE PURLIN WEB TO THE END OF THE END OF STIFFENER LIP. (- 3 5/8" +/- 1/16") S CLAMP 1" MAXIMUM NOTE: (NOT BY NBS) THE CENTERLINE OF THE SUPPORT MUST BE WITHIN 1" FROM CENTERLINE OF THE PURLIN WEB. CENTERLINE OF SUPPORT CENTERLINE OF PURLIN - - o PURLIN SUPPORT METHODS m EW RAFTER EAVE STRUT TO ENDWALL RAFTER 2—bolt) ,t `L RAFTER PURLIN TO INTERIOR FRAME RAFTER PLATE WASTER MK. EBW01 (2) / EW RAFTER CAP PLATE SHOP -WELDED SHELF EAVE STRUT TO ENDWALL RAFTER Q o W z < EL. ti O v2 , 2 325 MOLTS H0603 / NUTS HQ300 REFERENCE ERECTOR NOTE FOR WUNAL WASHER REOUIRE�USTER (� °oL se) sot ' rs`y goo' REFERENCE RECTOR NOTE FOR FORMAL HASHER REQUIREMENTS G2 (4)1/2� . 2� A325 ROUE H0603 / NUTS „ p REFERENCE ERECTOR NOTE FOR TYPICAL 4t 01 REOUIROMIR11 IP m (2) H1020 BOLTS REO'D AS SHOWN (1) PER EN VVVVVV� U_ J Q �. 03 Z LE. O 0 Ice ANGLE M MAH01 ��Fii\ SEC. A P EC 11!I llt)f,ft i C/ /jl - �- `fJo. 86824 — CO Lt w¢ W SO J O oZO a J m Q (n > Do � � s N `n � cn Co .° STATE OF I 3 , IU.A PLATE WASHER MR. ESWOt (2) Tlllt lil, m - - e �? a g =ge =mi' h RAFTER/ SL CAP aLATE Andrew D. Johnson, P.E. LOW EAVE EAVE STRUT AT BYPASS GIRTS III (> / x 2.0503 / NNTR N 0 J2 6 R Q re REQQ 200 Whetstone Road Swansea, S.C. 29160 Florida P.E. No. 86824 re..... = R M ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD ZEE GIRT ORIENTATION IS r HAVE THE GIRT TOED STD. A3G7 BOLTS ERECTOR NOTE_- AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4' THIN ' CEE B 2 4' �0 DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. 050 MK. liosoo HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE C- B" 12" GIR `SINGLE / COLUMN (NO WASHERS REQUIRED}-_- FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST __.. @ 10" GIRT �I 3 4"_ # UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT OUTSIDE FLANGE BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE +^ -- - -- CLIP _ -- ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN IN THE INFORMATION. RS r r U, S, GCC03 CLIP DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE GIRT LAP BOLTS NOT COLUMN v O GCB03 li - GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE ABOVE THE GIRT. ;REFER TO THE GIRT DETAILS ON THE ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP SHowN FOR CLARITY e e REFERENCE THE STD LAPPED GIRT DETAIL. SECOND UPPED DOUBLE CEE COLUMN _ c9 �. o 1 1/2 o m ATTACHMENTS ARE SHOWN IN THE CETAL BELOW. FOR THOSE GIRT CLIP MK. GCWOS @ GIRT o iv -,n n�- - = - - 11 COLUMN OFTIONAL CLIP ZEE CONNECTION REOUIREMENTS. BotT_o OR THIN HEAD i/2" BOLT MELDED GIRT MK. H0515*' CLIP (NO WASHER REQUIRED)— GCW10 @ 10" GIRT 11 GCB71 @ 72" GIRT- \\ o GIRT COLUMN < < _ <r a " CEE' FIRST NIPPED GIRT- ® z GIRT z CLIP -- ®STANDARD -CRP - CONNECTION w w -GIRT' SD. 1/2' A307 NUTS MO. HR0 E) E/W GIRT CUP M.K. _ —5 y / 1/21«- GIRT, LAP GIRT LAPGIRT in CLIP ANGLE WITH (�) MO. MAGO1 GCWGONO10 @ 80'CGIRT H1020 FIRT I ( ELD ^' �- ZEE GIRT ORIENTATION CEE GIRT ORIENTATION LAPPED GIRT DETAIL SEE ELEVATION SEE ELEVATION GIRT - WALL TO COLUMN BYPASS s o Oo EREc*oft REFERENCE / CUT To E LENGTH102) GC811 0 12" GIRT GIRT AT CORNER „� .. Qa� STANDARD GIRT ORIENTATION DETAIL S to PED DIRTS 9 INTERIOR BAY COLUMNS <, THE THIN HEAD 1/z" Aso BOLT MUST BE INSTALLED INTO THE FIRST GIRT AND CLIP OF A LAPPED CONDITION- THE BOLT/NUT NUT / nssEMBLr MUST BE WRENCH ncnr PRIOR ro THE SEconlD UPPED o NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE USE 11) 2 . 1 1/ eo Ts INC I ECNur o O 54H aooT REFERErvcE eR TOR NOTE Fax TVPIo4. vASHEft REDUIreEMENrs G8 ,' I., x /noa0o 2 Nurs TYPICAL NOTE Fore D7 S ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRLS. E GIRT BEING INSTALLED. , SICR REOU:ftEMENTs m ,S ^ D - ERECTOR NOTE: AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN JAMB JAMB HOLDBACK DEPTH SHAPE DIMENSION ERECTOR NOTE: M� R' 3�xRmQ s m m u _ ` HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE s' G 3' a" S 4/s" PRE -DRILL HOLES @ NESTED ZEE GIRTS 2c DOUBLE CEE GIRTS IF REQUIRED. FIRST GIRT TO THE GIRT CLIP. THE BOLT/ NUT ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED."_- REFERENCE THE STANDARD "LAPPED GIRT DETAIL' FOR MORE INFORMATION. 1 1 2" " 9 x' C 3 i s/� S 4'a CLIP 1z" S ae" SHOP WELDED TO JAMB (6 K 3 CREWTF_ $) S N1020 tym ®jm sPK g"Bmo a^=nsm em 6�w„ rr COLUMN CLIP oloincns off . ¢oR2 o SHOP WELDED ZEE GIRT p-K,- 6" a SHOP TO JAMB CLEAR OPENING � - WELDED CLIP -GIRT DOOR JAMS 4 1/4 CLEAR OPENING 0 STEEL LINE SHOP WELDED DO ® Q ® -g �- GIRT C_IP FRAMED LLI LJJ p DOOR JAMB z AS GIRT LAP GIRT LAP 3 s' cE s/ R, OPENING C7 SEE ELEVATION SEE ELEVATION Z O � GIRT TO COLUMN JAMB TO FINISHED FLOOR GIRT TO JAMB DOOR JAMB TO GIRT 0 x USE o) s2 1 1/1" , 7 R_1 OPEcroR _ FOR H2 A HME T TO S a B OTHERS•. Eg LEE s2) Ise , 1/< 1,m REFERENCE K3 NFS R TY GI —MEN REOUIREMENTs ERECTOR NOTE FOR R— ,v MER REQUIREMENTS 0 L8 O r J THE ORU.tN.h4ER SUPPORTC{yyyEL HAS NOTBEENSES16NE0 TO SUPPOfti THE NOTE:NCUL PSOON, MS EPANNP_MAS BEEN SUPPLED FORAT MNENT SlfF 111F, LL ~ N M m CLIP SHOP WELDED OFTHE DDo¢okU1.i CO4EftauDOR Li4ERPnNELa LY. d. Z 0 � TO HEADER/SILL r/oN co JLL, w FP CUP a••}Fs-Fit1Ti/ -... !1 - / D, !/�'- Lr_ -U p J Q N 1CR02 Ai 6'OR9irz' MK. JONGIAT iT JAMB- ._. GIRT �j� r�L .\�x� y •• I Q LyJ m E �o CN JAMB �l�K. n'{f z O > CC)= w O (2I Ni0YJ FASTENERS 2 (]}H10i0 FASTENERS IF HOi RO lJ4M8 H7020 FASTENER "� f / -.�i \ • �` w X W F- O �ORUAI COVERtWER SUPPORT CHULVEL I (12' _ \ GIRT ------\\\\\Y (. �j'" - F `NOB, F>BZ Z O 0 d F- F m m N o STEEL LINE - HEADER WRAP HWS- - L STATE OFMC, � -JM4B � JAMB i (111 IT I i HEA(IIR/S[LL �^""ED H1020 FASTENER SECTION _ _ - _- oPEwN (12- o.C.)- "A. Andrew D. Johnson, P.E. _` mo P N E_ HEADER/SILL 10 JAMB DRUM COVER/LINER SUPPORT ToJAMB DETAIL SE CUNNECT ON AT ROLLUP DOOR OTe E 7 R,BOLT6HDNB OrSHO a HEADER WRAP DETAIL 200 Whetstone Road Swansea, S.C. 29160 ise�S=aoFd m P B g o a> v2.. , .,< ATO, BOLTE REFIRFNCE ERECTOR N0-' FOR n R REO REIENTE M3 REr DA ENCE STANRD WTSHERDE"NL FOR IYFICALWASHERREDUIREMENTS /�•J Florida P.E. No. 86824 Eem €A«meme_ 12' 7 I HIGH EAVE. RIDGE & END LAP 12" 12.' 12" 9 1 2" 9 1 2" 9 1 2" --1 INTERMEDIATE PURLINS SEE THE CLASSIC ROOF SIDE LAP FASTENER SPACING DETAIL FOR SIDE LAP FASTENER SPACING END LAP - IF REQUIRED STRUCTURAL FASTENER MD. H1030 12.• 12" 12.. .• — PUftLIN \ f \ \ \ LOW EAVE END LAP PUFFIN - - END OF PANEL (IF END LAP IS REQUIRED) EAVE MEMBER (VARIES)_ EAVE INTERMEDIATE LOW EAVE STRUT SHOWN FOR REEr EREWE PUftLIN CLASSIC ROOF STRUCTURAL FASTENER SPACING (STANDARD) EAVE MEMBER ROOF PANEE VARIES, EAVE URLI STRUT SHOW FIRST TWO LOW EAVE SPANS (EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS) EQUA� � I %FIRST PURUN EQUAL" \1f UPSLOPE FROM EAVE EQT.;AL EQUAL _ EAVE MEMBER (VARIES), EAVE EQUAL STRUT SHOWN FOR REFERENCE I ROOF PANEL 3/32" x 1/2" TAPE t�NOOF PANEL URLIN MASTIC MS. H3010 RU SPANS LESS THAN 5'-0" SPANS > OR - TO 5 -Q NON-UL 90 EACH SUPPORT AND MIDPOINT BETWEEN SUPPORTS. uL so EACH sUF'POET AND SPACED EQUALLY BE11YEEN SIDE LAP MASTIC DETAIL (EACH SUPPORT AND 1/3 POINTS BETWEEN SUPPORTS) SUPPORTS. NOT TO EXCEEC 20" (V-B"). (AT FULL LENGTH OF ALL SIDE LAPS) SEE DETAILS BELOW LEFT FOR SIDE LAP FASTENER SPACING AT THE REMAINDER OF THE PANEL RUN SIDE LAP FASTENERS (MR. H1050) AT EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS AT THE FIRST TWO LOW EAVE PUftLIN SPANS TYPICAL SIDE LAP SEE THE CLASSIC ROOF STRUCTURAL FASTENER SPACING DETAIL FOR STRUCTURAL FASTENER SPACING CLASSIC ROOF SIDE LAP FASTENER SPACING (STANDARD) EAVE STANDARD FASTENER SCHEDULE H1000 `--ELF PPNG SOR LF-DR Live s�REw H1070 sE�= DR wve sere (NEOF sceeq H1042 sE t4 to t riE T TCP3 4/0 —EH 2 24 : Iv 1/2- is 1r urn was R H❑'�� S0 WUH uFE FASTENER `U.'--� 3/6' 1-0 5/t 6' HERO LIG FPA H1020 SELF-DRIu«G SCR H1045 SELF- 5-AFN H1100 R 1!e' - 3/, /4-14 s 1 1/4' TCP3 DRi 2 4 x 2' STAINLESS STE. Ws/G wuHER r1e3 w/o —111 11ry 3wNG rCAPACITY s/t 6" HfnO H1030 —DRILLING SCR4v H1047 SELF-UwuTRG sCRE' H1110 a%Q —N. mPa rvNH was HER " "' TOP r.+Er FurEN NILON., FIC FA .ER i vRn YRAI-R — /,6' HEAN s/t 6'¢ r— H1035 sEL sc 'l H1050 SE - scREW H1220 s Lr-DRiwNG sGR 1/` �4 FTH/e �NP1 , _ . TI TCP2 vnTH WASHER wi Eft 2 iW/o waSH LONG .UE FASIENE�R LONG FE NER C PN TPS HE /1 S/165iN— H1040 SELF -DRILLING E-RP SELF-DERUNG SCRLw HE - ./ TOP' pRE-GRILL DIAMETER t2 ION —R R�wNn5R 3/16'¢ FOR N 1020. 41070 5/,6'¢ HEAD 5/,6" HEAD 5/32V FOR: H1030. H,035. H1041 SELF-DRILUNc 1-11 H1061 SELF-DR1LUNc SCRD H,D40, H1oa1, n,o42, HtaaS. ,2-s = , ,NO ,TCPI , 7TOP HTD47. Ht22D s P2 r TDP P, FLAT TOP - -_ vNTH ,runER NTH W HER ,/R ¢FOR: ODD H1061 5/,6' NE,D 5/16 HFAD ± START (SEE ROOF PLAN) CRIB USE 0" START RIP IF NOT NOTED z FIE_D CUT CRIB AS REQ'D. H10SO 2 1/4" TAPE MASTIC a -\(4' O.C.) //(BETWEEN TRIM AND PANEL) o RAKE TRIM \ {/ MK. H3020 a MR. RTA /-ROOF PANEL w 111020 AT EACH SUPPORT ¢ -R�(LM0")(12" O.C.)UftLIN WALL PANEL - OUTSIDE PANEL CLOSURE ( FOR SLOPES <\= 1::12 )** MK. H3400 © "CLASSIC PANEL" MK. H3420 s'� "ACCENT PANEL" BI H3410 © REV, "CLASSIC PANEL" SCULPTURED RAKE AT "CLASSIC" ROOF SE nNc EPGTRN S GR FASTENER LO „DNS For ALaPES GRIPPER THAN TRIM_2 aIL R44SNC ISY FOR CLOSURE 2PART RNUteBERS END OF ROOF PANEL _1 - 1/4. STEEL LIRE GUTTER HANGER I �3/4" TAPE MASTIC MF MK. H2190 AT 24" T H3000 (6" PIECE) DREC:LYBELOW O.C. WITH (3)H1050 FASTENERS FASINSIDE PANEL CLOSURE MK. H34i0 V1HH 3/4" 3/4" TAPE TAPE MASTIC (MK. H3000) MK H3000TOP AND BOTTOMCLASSIC" ROOF 1/2" TAPE NOTE: PLACEME, H3010GUTTERBRACKETUNDERTHEUPOF THE GUTTERFASTEN JIA� INSULATION WITH H1020 FASTENER & H220U INSULATION 12" O.C. (AT HIGH RIB) CASTEWASHER FASTENERSH1030 AT I OCGUTTERCLASSIC FASTENER SEE THE MK. GTAH1060EAVE ROOF STRUCTURAL FASTENER SPACING DETAIL) STRUTSHOWN, MEMBER FASTENERSVARIES (REFERENCETHEAT 12" O.CSECONDARY LOW EAVE MEMBER SIMPLE EAVOPTION DETAL FOR ALTERNATE - TRIM ME. LEACH— MEMBERS) WALL PANEL OUTSIDE PANEL CLOSURE MK. H3400 0 'CIASSIC PANEL" EAVE GUTTER DETAIL MK. H3420 0 `ACCENT PANE" MIN H3410 ® REV" CIASSIc PANEL" ,w,» GGVSIG RDDF SHEETING SEE NETL SIVENN6 El-0. NOTES FOR PABTENER L� T1ONs TRIM_1 TAPE MASTIC H3000 H1030 FASTENER (SEE THE PANEL CLASSIC P.00F STRUCTURAL FASTENER SPACING DETAILROBLIN LGOOF FOR SPACING) FASTENERS MUST ENGAGE STRUCTURAL SUPPORT MEMBER FOR AN EFFECTIVE SEAL BETWEEN RIDGE CAP & PANEL DIE —FORMED RIDGE AT "CLASSIC" ROOF TRIM_3 Andrew D. Johnson, P. 200 Whetstone Road Swansea, S.C. 29160 Florida P-F.- No R6R74 "CLASSIC PANEL" ERECTION NOTES STANDARD FASTENER SCHEDULE BUILDING WALL PANEL FOAM CLOSURE REQUIREMENTS (PnNELS 36" NET LAY) H1000 sELr rA?P NG scREw SELF-Cl scREer 111070 BEEF oret Fnc =cREvr CONTRACT CLOSURE SELECTION: AYES ALL CONDITIONS, I APPLICABLE H!060 S[IiCH FASTENER (coo, "RESYJ H1042 ,z to : >/B t2 24 z 9T] H10l0 SiRUCNRAL FGSTLNER--- k`�i--_-_ i.\�._t-_-_ ,,rnT t4 . 1 i/s' ica3 \v/o tv'A5 o wa5`+E iSil:l:Ul1W' S%ts" 1Ar Dc_ R PRo@j7gQ - —.LT nNa "E'F r N€rz DEL D ER`cC40R N01E 1/Z" ShOEiAP 3(s' HEpn s/ts' HEAo vArS -T� 4 NG SCR LF- DR L11/NG GPACItt SORE. EnvE aauaET.-GOSUREs n nv5 c\m ctosuRls. s12. D HrGr�' B Lts IREF C (li}010) 6 P,EOUIRED IN a wnc SORE RL 0 aROAOs`4 - sTw.l SNo;IORI-'S'D--P`N H7020 s=_ E,v!H1045 sE tv Ht 100 tNL' �i"L EBY Y..E.IHER REFER TO THE ELEVATIONS FOR /< L i o v FER I4 X 2 e INO POP RI A PROYIpEDa v+ATS PROv n-O - STENORF 5Y(t W/O trASHER n 2L0 RAPET GUR`cP._ C-.LQS})ft,c REMENTS, ""IH CIEPPE/-1—IRSION 11L —IffvtulPANEL S!a¢Ph'G P.wR ERECI!P`L H1030 sE - 111 RSV Gw IT1047 sPr-1103Me'm L CE45VgE ISYA 1O OmA'.swcENr wa.t PANE Ts PRoBEFIXtE 4 ft3FUOP UFE EA xN� H'�(tors f1F F 0 O xE o wGY IR P11B HRS1 xu1 P— /. EAD 5/i6H1035 osco FAscws, �R4 E CIR75avntAi SELF D uN sc W 1I/2"t.HI51 H1050 sE F 0R..- SCFEKiv \rA - H1220 s - LN P} Y Ei iW/O t ASHER EMIREG/DSI.PLE RAKE TRI:Sr NHT CLOSURES PROVIDED UP TO Lv 5I 2 HLVELL cLosuRES UPs zl0 t(2t _ , .,Ic FM Enrc. tout E IER EOAc d PHuuas H1`5/F1LFMLOG. HCH I—E SCULPTURED/SIMPLE 111N: sr SN1 CLOSURES PVOVI0E0. IDn_ a = - H1040 sD.F-DRl11 SCREO1/1' H 7060 s "SCRERTCNI - pRE-DRILL DIAMETERS—E. Lo1r EAVE scuLPTURED/sl!.1PLE/cunER/HOR¢ cuTTER lalu_ smAlcvrgxErlcav�. s Rs PROVI0E0. s�wav aer Uto—uEwu &'FORE rEaxnc.roa s,lE _ 1 r/a . rcP t+As f ,Lys' 2 v+/o `+ly�➢�z 1�4_;Llj�g- rG - 4 w/o 5 vAs ts'm ®BLD... RASE TRIM: sTRA�crtr cLosuREs PRDvoED. CORNER RI!.1 IIIG60 12' O.C. AT TR:IzG- 615E [[E. UNDER TEcUFflCCTORamEPtCrPuttiS'NE eDAPs .utE nriRr E uxn H 1041 cmo.s u+E W sp,,,AHONs. TR�m PPAitS Vm!2 1 PR.Trr Ivp5111RE ECB°B SEE ER CORNER TRIM INSIDE CORNER TRIM _A00 AROUND ANO(IN IERT IN cLAssic wt END ONI. D OPE0I SAT O _ 0091l NAN G �\\1�'1' �+i Ht960 t2 ExERECTOR NOTE: UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. WALL PANEL _ INSIDE PANEL CLOSURE BASE TRLM MK. H3470 ® "CLASSIC PANEL"V MK. BSBUT s MK. H3430 ® "ACCENT PANEL" NIN H3400 O REV. "CLASSIC PANEL"BASE ANGLE MK TOP OF SIAS v+' _ FASTEN AT 3'-0' O.C. MAX. 4o w (FASTENERS NOT ¢ a BY M.B.S.) K SEALANT m 3 (NOT BY M.B.S.) BASE TRIM WITN ANGLE \YaIF`RE o oR`° o E DNft TR1 IM_30 ®E 1E DEo TER Ep 6" s/t 6" HEnO 5/32"1 Fore: 1to3s, J SLOG. FRa4ED OP_N.Nc H.AD TRiu., sTRAIcnT ctosuRES P1111EK m D3o, LINT SCREW Hi040, 113 i, HIa4z, H,oss, IF—, wwnscaT TRZNsmaN: srRUGNr aosuREs PreowDED. 1ITH NA_HEaI,/a s FaR HIOS°, HID.D. MSEE FILLER TRI-N) 15 �I,NENSON(FIN H REQ— TOVATIONS RTs �"CLn - WALL FYNIOIME�NIS:ON H1040 AT EACH Su RT E P ItVEEN2SuPP SE BEORTSPP Y t RIB OUTSIDE CORNER AT "CLASSIC" WALL TRIM_? SEE SPECIFIC CAD DETAILS & WALL PANEL 1RT MARKS & CLOSURE LDCATIONS. PLEASE REFER TO THE ROOF AND WALL SHEETING ERECTION MANUALS FOR FURTHER ASSEMBLY INSTRUCTIONS ES `H`U TABS _ TO D U. , T @J [UTTER-- ios° ,AsrEN�Rs. t,1K. N23zD-�� _ FULL eRncxc�M EC U H •Nr �RANEL P NDV E RE5u5 SPANF Ui(SiRMOHK DSET, mspjOTAsms I CToR PAR"ML scaErvj. FIELD BENo ARo o. THEN F N STRAP TO Os aUN,D� IF rtH (2) H1060 REQUHZED FASTENERS. D CS S"US, 4 kK. 30- D RAP Dw K. OPAoij <ND STRAP MRACY\ET$ (MK "A") 2E "'o E PROVIOE0JF0 FT WALL APPtICALI AS YELL nS OR AITACHIENT i0 OLu!t.NS. FtSIENEft6 TO PROVDED I THE .B 5. ARE VIDEO FO PRE-ORIWNG 6m REQUIRED. STANDARD GUTTER AND DOWNSPOUT IFEFIRCE FIF"TSPDMT ��;P NDMBERB PID PQNT SCHEDULE FIT TRIM_21 Andrew D. Johnson, P. 200 Whetstone Road Swansea, S.C. 29160 Florida P-E. No 1116824 60 Q Lu W z Q) Lll 0 = J U LL F-�y� J U) M Q Z ca M 0 CO LL 0 J N m Bi Q n w N rl0 -WALL PANEL ,'CLASSIC WALL" SHOWN) GD0040 -_ B OPENING O ! U DOOR TRIM ELEVATION NUCOR WALKDOOR ERECTION DETAILS O o USE ONLY 'WHERE STANDARD NUCOR DOORS ARE REQUIRED. SEE BUILDING INFO COVERSHEET FOR STANDARD DOOR REQUIREMENTS. LINER PANEL (IF REQ'O) LIE INSULATION (BY OTHERS) 3070 GIRT AT 7'-6" A.F.F. 6070 H1040 EA. END 1 3070 3070 EXTERIOR WALL PANEL (3) SEIIF-DRILLING BUILDING GIRT SCREWS (PROVIDED IN AT 7' 6" ELEV. HARDWARE KIT) DOOR HEADER f I FACTORY INSTALLED ou CODS CUP - DA TOTORY ED TO JA ATTACHMB JAMB (ADJUST AS REQT) CR J0. FACTORY INSTALLED FAIN ON DOOR ZDOOR/ SJBJAMB. FACTORY INSTALLED ON DOOR DOOR FRAME INSTALLATION AT TOP SAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED. ] UJARN En .; L-11 ��d WIDE MAX- O I SLIT g o FLAT C.�z JAFJB TR-IM (4) SELF -DRILLING SCREWS (PROVIDED PANEL SLIT __ IN HARDWARE KIT) — STEP 3 CLIP - FACTORY ATTACHED TO JAMB (ADJUST AS REQ'D) N ,/1/2'm EX 1/ EXPANSION BOLTS (PROVIDED IN HARDWARE KIT) DOOR FRAME INSTALLATION AT BASE STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED. ATTACH CLIP TO GIRT WITH (4) SELF -DRILLING SCREWS. =R HEAD COVER CAP TRIM MK. JTD087 S 8" GIRTS AT "REVERSE CLASSIC" DOOR MK. HTBO1 PANEL (REQ'D. AT DOOR MR FUNDS LINER ONLY) T 'CGISTS DOCAP TRIM MK. HTD_ OR MK. HTCO1 DOOR MK. HTCO2 AT AT ACCENT AND T 12' GIRTS 'CLASSIC" PANEL DOOR MK. HTC11 LINER (IF REQ'D.) (REQ'D. AT LINER ONLY) DOOR MC HTC12 (FIELD CUT AS REQUIRED) JAMB COVER INSIDE CLOSURE MK, JTB31 AT 8" GIRTS (If REQUIRED) LINER CAP TRIM ' MK. JTCOI AT 10" GISTS MK HTD VIC JTC12 AT 12'" GSTS ELEV. 7'� (REQ'D_ AT LINER ONLY) I (REQ'D. AT LINER ONLY) (FIELD CUT AS REQ'D) _-CAP TRIM MK, HTD_— AT "ACCENT" AND "CLASSIC" SUBJAMB -- DOOR JAMB HEAD TRIM7jL PANEL. JTD087 AT K. HTA044 AT 3070 DOOR K. HTA080 AT 6070 DOOR "REVERSE CLASSIC" PANEL. (AT UNER ONLY) —DOOR DOOR JAMB JAMB COVER MK. JTBOi AT 8" GIRTS o I _JAMB 'RIM MI(. JTA087 ODOR MK- JTCOI AT 10" GIRTS MK. JTC12 AT 12' GIRTS INSULATION ' AT "ACCENT" AND (BY OTHERS)— "CLASSIC" ANL PANEL (REQG0 AT LINER ONLY) (FIELD CUT AS REQUIRED) --JAMB -RIM MK. JTp087 C --(5) H1040 EXTERIOR AT "REVERSE CLASSC" - EQUALLY SPACED WALL PANEL WALL PANEL HEAD TRIM DETAIL - SECTION B I JAMB TRIM DETAIL - SECTION C GIRT (3ELOW 7'-6" ELEV.) SUBJAMB DOOR JAMB �� --FACTORY SUPPLIED CLIP WITH (4) SELF -DRILLING SCREWS I (PROVIDED IN HARDWARE KIT) I DOOR GIRT TO SUBJAMB DETAIL USE (2) 1/2' X 1 1/4" A307 BOLTS H05DO/NUTS H0400 FIELD CUT GIRT TO LENGTH AS REQUIRED. FIELD WORK HOLES IN GIRT TO ACCEPT CLIP AS REQUIRED. REFERENCE STANDARD WASHER. DETAIL FOP. TYPICAL WASHER REQUIREMENTS SLIT PANEL 2" AND SLIDE ONTO HEAD TRIM (SEE ABOVE) STEP 3 4) GIRT "ACCENT PANEL"� OR WINDOW OPENING -JAMB TRIM MK JTA -STRUCTURE FASTENER- 12" O.C. GIRT- JAMB REVERSE "CLASSIC WALL" PANED DOOR / WINDOW OPENING STRUCTURAL FASTENER LJAMB TRIM 12" O.C. MK, JTD NOTE: FIELD TRIM LEG-- - AS REQUIRED-- FOR ALL STANDARD WALL PANEL TYPES LEFT HAND SHOWN, RIGHT HAND SIMILAR WALL PANEL LAUA IK FROM EDGE OF TRIM TO FIRST MAJOR RIB MK. H3152 STEP 4 ...... HEAD TRIM. MK. HTA--- STEP 1 JAMB TRIM MK. JT___ STEP 2 ( --FOR LINER PANEL, / REFERENCE HEAD, SILL OR JAMB DETAILS FOR TYPICAL _ - TRIM PARTS AND USE ATTACHMENT ERECTOR NOTE: CE IF LINER PANEL IS NOT REQUIRED, ATTACH COVER TRIM, WITH H1040 12" O.C- . \ --CC-- TRIM �\ CS____ TRIM `COLD -FORMED CEE (USE CCA___, CCB___, CCC . OR CCD--- TR':MS) -STRUCTURAI- CEE (USE CSA___ , CSC_. OR CCD TRIMS) HEADER WRAP USE CCE , CCF COG_ OR COB—_ TRIMS) FRAMED OPENING COVER TRIM s 1 AFAR, HEA RNF 1-11 s 111 TRIM_19 STITCH FASTENER = H106_ STRUCTURAL FASTENER = H104_ WITH COLD -FORM STRUCTURAL FASTENER = H1070 WITH HOT -ROLLED GIRT LADOW "CLASSIC WALL" OPENING STRUCTURAL FASTENER �JAMB TRIM 12" O.C. NC JTA JAMB TRIM STEP 2 FIELD CUT PANELS AS REQUIRED HEAD TRIM TRIM OVERHANG 2 EDGE OF OPENING JAMB TRIM INSIDE PANEL CLOSURE MK. H3410 0 "CLASSIC PANEL" MK. H3430 0 "ACCENT PANEL' MK. H3400 0 REV" CLASSIC PANEL STRUCTURAL FASTENER 12" O.C. 0 "ACCENT' 12" O.C. 0 "REV. CLASSIC 6" O.C. 0 "CLASSIC' HEAD TRIM DID HTA__ HEAD_TRIM 1 STEP 1 DO O z DO Q U LL r U M Q V Z BI- LU O W U ui DO C) J_ Q W a > m LI Do �Op» ZOE �WF- 5- � m Andrew 1 . Johnson, P.E. a � sm rso 200 Whetstone Road ° Swansea, S.C. 29160 = g Florida P.E. No. 86824 0 Ee oo t