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HomeMy WebLinkAbout3761 Correia Dr-SOIL COMPACTION TO 95% OF MOD!FIED PROCIEr SOIL BEARING CAPACITY VALUE OF1000 LBS/SQ FT MINIMUM SLAB&FOOTING POURED SIMULTANEOUSLY WITH PIERS s,000 PSI W 6'x6' #10-10 WWM OVER 6 MIL POLYFILM W/EDGES LAPPED 6' &TAPED. OVER CLEAN COMPACTED TERMITE TREATED SOIL SEE SHT #AB2 FOR ANCHOR BOLT DIMS DET'S A, B, C, D, & E I 20'-0" OUT —TO —OUT OF STEEL - I Law EVE 4' " IELD OCATE 4' 2 4' 4' 4' 4 2 3 4 5 ANCHOR DOLT PLAN I HEREBY CERTIFY THAT I HAVE D.W. S � /���/� I T'H 9 � ��/�/� . S . 9 P . E REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2017 6TH EDITION FLORI A PROFESSION ENGIN€ER L CENSE MBER 53608 Consu tang Pro]ects ngmeer PROJECT 9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525 ID DAVID W. SMITH,M.S., P.E.#53609 PHONE/TEXT; 813-469-2289 E-MAIL+ dwsf 1pe@earth l i nk, net PROJECT ADDRESS CD I p HI EVE O I . T_ STORAGE BUILDING PARK PLACE LOT 113 B CORREIA DR. ZEPHYRHILLS, FL 33542 FOUNDATION PLAN DESIGN: DWS DRAFT: DWS I CK: DWSFLPE DATE:6/15/2020 1 SHEET F1 OF _ CONCRETE: 1, ALL C❑Nr_RETE SHALL BE NORMAL WEIGHT (145 PCF). USING TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY COMPRESSIVE STRENGHT OF 3,000 PSI. 2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE ACI PUBLICATI❑NS, 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 301-72. 3, REINFORCING STELL SHALL MEET ASTM A615. GRADE 40. 4, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: BEAMS ABOVE GRADE 1 J' SLAB ON GROUND CENTERED FOOTINGS 3'SIDES & 3' BOTTOM GRADE BEAMS 1 �' TOPS, 2' SIDES 3' BOTTOMS COLUMNS 1 J' STRUCTURAL SLAB' 5. WELDED WIRE FABRIS REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185, 6, ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS ❑THERWISE NOTED ON THE STRUCTRAL DRAWINGS, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SHORING AND THE DESIGN OF THE SAME DURING CONSTRUCTION, 8,-CONSTRUCTI❑N JOINTS SHALL BE LOCATED AS PER THE DRAWINGS. 9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN P❑SITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 10, SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT LOCATION AND ARRANCEMENT OF ANY PADS, SUPPORT FRAMS ETC, REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 11. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRI❑R TO PRECEEDING WITH THE WORK AFFECTED. 16' f THRU CONTINUOUS DOTER 4'/3000 PSI CONCRETE SLAB W/ 6'x6' #10-10 WWM OVER 6 MIL POLYFILM W/EDGES LAPPED 6' &TAPED, OVER CLEAN COMPACTED TERMITE TREATED SOIL POURED SIMULTANEOUSLY WITH FOOTERS W/2 #5 REBAR C❑NTINUOUS AND WITH PIERS PER PLAN AND PIER DETAILS WF-1 TYPICAL FOOTER DETAIL FOOTING NOTES: BOTTOM MAT] r 1 10, - BOTTOM MA 4' - 0' 3/4" DIA ASTMA-307 STEEL BOLTS EMBEDDED 18" (MIN 2 1/2" ANCHOR INT❑ PIER PR❑JECTI❑N) #5 HAIRPIN 4'x 4' x 3' DP 3000 PSI CONCRETE PIER WITH TWO LAYERS OF #5 REBARS EACH WAY ' EQ SPACED W/ 3" MIN CVR 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PR❑JECTI❑N) 44 ----------- ---------------- x 4` x 2' DP 3000 PSI C❑NCRETE PIER ---- - J WITH TWO LAYERS ❑F #5 REBARS EACH WAY EQ SPACED W/ 3" MIN CVR 4'-0' r.���ffd2[�Wlllvr0=1»� 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PR❑JECTI❑N) 44 ---------------------------------- 3 x3 x2 DP 3000 PSI Cu ° I -----CONCRETE PIER ---- - WITH TWO LAYERS OF #5 REBARS EACH WAY EQ SPACED W/ 3" MIN CVR 3' - 0' CP-3 TYPICAL EDDTER MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 4'-0" X 4'-0" X 3' #-5 @ 6" O.C. #5 HAIR PINS PER PLAN CF-2 4'-0" X 4'-0" X 2' #-5 @ 6" O.C. CF-3 S-O" X 3'-0" X 2' #-5 @ 6" O.C. WF-1 12" W X 16" H 2 - #5 CONT. NOTES: ALL TH'D W/NUT & 1/4" X3"X3" ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET F1 ANCHOR BOLT PLAN SQ WASHERS ALL ANCHOR BOLTS TO BE 3/4" X 15" EMBEDMENT MINIMUM BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS DETA1�-g ' F , I ,HER4ERYI �E:F7IFY THAT I HAVE ~`REViEWEb Tl}I . AN AND FIND IT TO ❑ L`I0CE WITH THE 1. THE MINIMUM SOIL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF. 2. A PERMANENT SIGN WITH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INS AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL FBC 104.26 3. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL 'COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN 8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 4. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED. 5. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OF FORMED. 6. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTRUBANCE OF SOIL AFTER THE TREATMENT. 7. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. RETREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE. 12. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST ME REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE CONTAINING MATERIAL. 13. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. FLO YV 3CrILD:N DDE 017 6TH EDITI❑N PAATE F r� DAVID W, SMITH,M.S., P,E.#53608 D.. .SM-1TH,M.S.9P.E FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Consulting Projects Engineer 9909_WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE/TEXT:813-469-2289 E-MAIL: dwsflpe@earthllnk,net PROJECT STORAGE BUILDING M PROJECT PARK PLACE LOT 113 B CORREIA DR. ADDRESS ZEPHYRHILLS, FL 33542 FOUNDATION PLAN DESIGN: DWS I DRAFT: DWS I CK: DWSFLPE DATE:6/15/2020 I SHEET F2 OF N7 PIER DETAILS ON SHT# F2 .J W W F- (n W O F- O I O I r-- C> O O lz O I 120'-0" OUT —TO —OUT OF STEEL - I LOW EVE I HEREBY CERTIFY THAT I HAVE D.W. SMITH 9 m S. 9 P. E REVIEWED THIS PLAN AND FIND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2017 6TH EDITION FLORI A PROFESSION ENGIN€ER L CENSE MBER 53608 Consu t2ng 1-'ro]ects ngmeer PROJECT 9909 WALLASTON DRIVE—DADE CITY, FLEIR I DA 33525 ID DAVID W. SMITH,M.S., P.E.#53608 PHONE/TEXT: 813-469-2289 E-MAIL: dwsf l e@earth l i nk, net PROJECT P ADDRESS 4' CD � I CF-2 p HI EVE CD fe 21 OF � as 'r a Ti STORAGE BUILDING FOUNDATION PLAN DESIGN: DWS I DRAFT: DWS CK: DWSFLPE PARK PLACE LOT #13 B CORREIA DR. DATE:6/15/2020 ISHEET F3 OF ZEPHYRHILLS, FL 33542 4 -- �� � �� �,�, o -�, �. �� _� d d BUI DING SYST P.O. BOX 1316 - BATESVILLE MS - 3860 LLC MS.I (662) 563-4574 - (662) 563-1142 (FAX) - ACIBUILDINGSYSTEMS.COM For Customer Service customerservice@oci bu i ld ingsystems.com 662.563.4574 x 298 BUILDING SPECIFICATIONS The building system shown on these drawings has been designed and detailed for the loads and conditions stipulated by the letter of certification, and these drawings. Any alterations to this building system, removal of any of its components or parts, modification of the intended end -use, modifications in cladding or any other deviations from the original conditions for which the building system was designed may be done only with the written approval of a registered architect and/or a registered professional engineer, as applicable. The metal building manufacturer (MBM) will assume no responsibility for any of the changes mentioned above if performed without prior written approval by the MBM. This building system has been designed per the MBM's standard design and manufacturing practices, the governing building code, and the applicable editions of the building code referenced AISC, AISI, ASCE, and AWs standards. This building system has also been designed in accordance with all applicable provisions of the latest edition of MBMA Metal Building Systems Manual. In applications including structural steel deck and steel joists, the code referenced editions of applicable SDI and SJI standards, respectively, were also applied. The MBM does not design or check ventilation or energy conservation systems for the building system supplied ad is rat responsible for the adequacy of specified ventilation and energy conservation components. The End User should insure that adequate provisions are made for ventilation, condensation, and energy conservation regyirenants. The MBM is not responsible for the design, materials and workrra ship of the foundation, or the anchorage of the building system to the foundation. Anchor bolt plans prepared by the MBM are intended to show only location, diameter, and projection of anchor bolts required to attach the metal building system to the foundation. The END USER is responsible for engaging the services of a licensed Professional Engineer to perform foundation and foundation anchorage design. The Professional Engineer designinng the foundation shall determine the adequate anchor bolt material type and grade, anchor bolt embedment, and any anchorage reinforcement to accormmodate the given anchor bolt locations, quantity, and diameter. Unless noted otherwise an the Letter of Certification, the building system by the MBM is exempt from the ASCE 7 stipulated seismic drift limitations. The END USER shall insure that all the interior and exterior attachments and cladding by others are designed to accommodate seismic drift. The MBM does not investigate the influence of its metal building system on existing buildings or structures. The END USER shall engage services of a licensed Professional ENineer to evaluate whether such buildings and structures are adequate to resist snow drift loads or other conditions as a result of the presence of the Metal Building System. The materials used in fabrication of primary and secondary steel framing members, as well as related accessories are shown below with their corresponding ASTM designations. When the compliance with the building code mandated edition of the AISC Seismic Provisions is required, only materials approved by those provisions are used. Built-up Section Flanges (Fy , 55 ksi); A52% A572 or A588; Built-up Section Webs t Correction Plates (Fy = 55 ksi); AI011, A572 or A588; Hot -rolled W-shapes (Fy = 50 ksi); A992 or A572; Hot -rolled C and L-shapes (Fy - 50 ksi); A529 or A572; Hat -rolled Rods (Fy s 55 ksi); AIOB or A572; Cold -Farmed C, Z, and FS shapes (Fy - 55 ksi); AI011 or A653; Panels, A792 or A653, Gr. 50 for Gar. 24 and thicker, Gr. 80 for others; HSS Round; A500 Gr. B (Fy = 42 ksi) HSS Square/Rectargular; A500 Gr. B (Fy - 46 ksi) Cables, A475 Eyebolts (Gr. 55); A108, or A672 Washers, A536 Hillside Washers, A48 Structural Bolts, A307 Gr. A, A325 Gr. C, A490 Gr. DH (used as noted in next section) Unless noted otherwise and except for crane support system corrections, all bolted joints shall be snug -tightened in accordance with the latest edition of Specification for Structural Joints Using ASTM A325, or A490 Bolts (RCSC). All joints in crane support system application shall be pretensioned as required by RCSC. All primary frame bolted connections use A325 bolts, unless noted otherwise. All end -plate canections in cold -formed steel frames use A326 bolts, unless noted otherwise. All primary structural members have been painted with the minimum of one coat of iron oxide inhibitive primer. All structural steel members have been painted in accordance with Steel Structures Painting Council Specification, SSPC No. 15. Shop and Field inspections and associated fees and expenses are the responsibility of the contractor, unless noted otherwise. ACCG°3EORTED AC4 72 METAL BUILDING MANUFACTURERS ASSOCIATION BUYER or CONTRACTOR RESPONSIBILITIES The BUYER or CONTRACTOR must secure all required approvals and permits for this project from the appropriate agencies in full compliance with all applicable local and state laws and regulations. In accordance with the Sec. 4.4.1 of the latest edition of the AISC Code of Standard Practice and the MBMA Common Industry Practices. Approval of these drawings and calculations (if applicable) constitutes on agreement that the MBM has correctly interpreted the requirements of the contract building drawings, specifications, and all other contractual reapirements. In accordance with Sec. 3.3 of the latest edition of the AISC Code of Standard Practice, where discrepancies exist between drawings provided by the MBM and the drawings provided by the other trades, such as architectural, electrical, plumbing, and others, these drawings provided by the MBM shall govern. The BUYER or CONTRACTOR is responsible for the erection of the entire building system and all associated work pertaining thereto in accordance with the MBM's 'For Construction' drawings. Drawings not marked 'Far Construction' SHALL NOT be used in the erection of the MBM's building system. In accordance with Sec. 7.10.3 of the latest edition of the AISC Code of Standard Practice, temporary supports such as guys, braces, falseux rk, shoring, and other elements necessary to safely erect the building system and prevent structural and other damage to the building system shall be determined and fumished by the erector. The structural building system provided by the MBM is designed for service conditions in accordance with the building code. The BUYER or CONTRACTOR shall erect the system in a manner that insures that the loading conditions an the structure during service are not exceeded in any part of the structure throughout the erection Process. Unless noted otherwise, the MBM shall not be responsible for the design of any elements of this project not part of the structural building system provided by the MBM. The BUYER or CONTRACTOR shall be responsible for taking appropriate steps to insure that such elements are properly structurally designed and constructed. It is the responsibility of the BUYER or CONTRACTOR to observe and apply all pertinent OSHA and other mandatory safety provisions. The BUYER or CONTRACTOR is responsible for the inspection of all of the MBM's shipment when received. Any claims of non -received items must be reported to the MBM in writing within 5 business days. In order to maintain the quality guarantee aid to qualify for reimbursement, any field modifications of any reported defective item may not be perfumed without a prior written endorsement by the MBM. THE MBM shall not be held liable for any claim whatsoever, including, but not limited to, labor charges or consequential damages, resulting from the BUYER or CONTRACTOR/Erector's use of defective or incorrect materials that can be detected by visual inspection. THE MBM is not responsible for material damaged in unloading or for packaged or nested materials, including, but not limited to, fasteners, sheet metal, 'C' and 'Z' sections, and covering panels that become wet and/or are damaged by water while in the possession of others. Packaged or nested materials than become wet in transit shall be unpacked, unstacked and dried by the BUYER or CONTRACTOR. With respect to all other building system erection aspects riot mentioned above, the BUYER or CONTRACTOR shall comply with the Sec. 6 of the MBMA Common Industry Practices. For any aspects of the erection riot covered by the MBMA Gammon Industry Practices, the provisions of Sec. 7 of the latest edition of the AISC Code of Standard Practice shall apply. SPECIAL NOTES I: Girts are not allowed to be cut for field located framed openings unless approved by the engineer. Also, field located framed openings may cause girt sizes to change From original design. 2: This building has been designed for a wind speed of 140 mph. It has been designed assuming any/all glazing will be protected per the FBC 17 building code such that the building will remain classified enclosed. The design of the glazing and protection is not part of ACI Building Systems, LLC's scope of work. 3: The design, supply, and installation details for door for framed openings) are by others. 4: For mandoors supplied by ACI, we sheet EPII of II for manufacture and installation details. Cffy CW Zx" l I<.IS KJTLMMG OM I 1I ,_ S�o Keith Shedd 2020.06.18 17:09:19-051001 DESIGN LOADING This structure is designed utilizing the loads indicated and applied by the Florida Building Code 2017, 6th Edition It is the contractor's responsibility to confirm that these loads comply with the replyirements of the local building department. Specific Loads: See structural calculations and foundation reactions. II Building Risk Category 2 psf Dead Load 20 psf Roof Live Load YES Live Load Reduction Allowed? 3 psf Collateral Load 0 psf Ground Snow Load, Pg 1.00 Snow Importance Factor, Is 140 mph Ultimate Wind Speed 108 mph Nominal Wind Speed 78 mph Serviceability Wind Speed 10 year Serviceability Wind Return Period B Wind Exposure Category t 0.18 Internal Pressure Coefficient, GCpi Enclosed Wind Closure Category 1.00 Seismic Importance Factor, le 0.068 Mapped Spectral Acceleration for Short Periods, Ss 0.034 Mapped Spectral Acceleration for 1-5ec Period, Sl N/A Seismic Use Group B Seismic Design Category 0.0240 Seismic Response Coefficient, Cs 0.072 5% Damped Spectral Acceleration for Short Periods, SDS 0.054 5% Damped Spectral Acceleration for I -Sec Period, SDI D Site Class 3 Response Modification Factor, R-frames 3 Response Modification Factor, R-bracing (F-SW) 3 Response Modification Factor, R-bracing (B-SW) 0.02 W Design Base Shea- 1.4 kip Longitudinal Base Shear 1.4 kip Transverse Base Shear Equivalent Lateral Force Analysis Procedure Systems not specifically detailed for seismic resistance. Seismic Resisting System: Transverse (Rigid Franc) FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ROOF PBR 73%.6 SIDEWALL PBR 73g5.2 ENDWALL PBR 7395.2 DOOR 140mph 12873.2 ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. BUELD—ING "A" BS>CITi SIMD 459 WOODLAND RD BATESVRL11, MS. 38606 P'� 4130 4 ```{{{11111t/,��, S-�>^1 P S/./ � . O ��`, �.•�\G E•N S�,:• Phis item has been clectroniealk signed and sealed bt Keith Y. Shedd. • No 48014 • P.E. using a Digital Signatwre and date. I'rinled copies oY this document 0 — are not considered signed and scaled •. STATE O F lC! : and the signature must be v eritied on • 4U am electronic copies. ONAf � �0"' 000©00©0G� 1111111110 m U U cn 0--- V CUSTOMER PROJECT O U v� E~ � C.7 Cz cry rT� r� Cq cry Cq �� MM ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: SMS JOB NUMBER : E320 —1231— 01 DWG NUMBER C CS1 of 1 I I X/AB2 I I GENERAL NOTES 1. All baseplates @ some elevation unless noted otherwise. 2. Anchor bolt design for embedment is not by the metal building manufacturer and must be determined by the foundation engineer. 3. See base plate details for correct placement of anchor bolts. 120'-0"OuT-TO-OUT OF STEEL 6 I I 6i_4" I 6i_�n Field Y�sn� Field Field ANCHOR BOLT PLAN NOTE: All Base Plates @ 100141 (U.N.) ANCNOR BOLT SUMMARY Dia Pro' Qty Locate (in) Type (in) O 24 W-Door 1/2" Wedge Anchor 2.50 0 24 Jamb 5/8" FI554-GR36 2.50 0 32 Endwall 5/8" FI554-GR36 2.50 e 32 Frame 3/4" FI554-GR36 2.50 ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. Low Ewe X/AB2 In is I Nigh Ewe 1141413MMM 459 WOODLAND RD BAIWVEULE, MS. 38606 Pi# 48014 ,,%111111 P I"", `��\�H NFO /.ZoThis EI 3• item has been electronicalh- i signed and sealed bi Keith P. Sliedd. No 48014 • P.E. using a Digital Signature and * * * = date. Printed copies 4 this document t� .. are not considered signed and sealed STATE OF ;•41J ' and the signature must be Ncritied on �� •• ZVl ant electronic copies. s'oNA`, ���`� 6-18-20 �11111� I' 11111111M MENNEN MMMMMMMC MMMMMMIMM- MMMMMMMM MEMEMEME ' .. MMMMMMMO MEMMEM■M MEMEMMEM 11111111 U ct� U CUSTOMER PROJECT ENG BY: NiNF CAD BY: JDE DET BY: JDE GKD BY: s IS JOB NUMBER : 820-1231-01 DWG NUMBER G A E31 of 3 I —I- 111 1 _-_'_ q -_ __.. 1 _I- - I _1-I J.1._� .1. ki Dia=5/8' A -bolts 8' JAMBS Dia= 4 n STEE N LINE " OH DOOR WIDTH (3) 14 x 14'-0' REQUIRED 8" 1'-0" 2 1/2" PROD X/AB2 SECTION @ CONCRETE EDGE Y/AB2 (EXCEPT AT O.H. DOOR FRAMED OPENINGS) Dia= 5/8" Dia= 5/8' 8' 0 3 w DETAIL A Dia= 5/8" w DETAIL B Dia= 3/4' 8' —T— o �I� 2' DETAIL C 701 See Plan DETAIL D 4' 3' 8' SW 4' 3' 8" SW F.O. FOR OVERHEAD DOOR ANCHOR DETAIL (w/o SHEET NOTCH) 4" i- I � 2" See Plan DETAIL E Dia= 5/8' 4" 2" Sec Plan DETAIL F 4" 2" SW SW 0 L �l cRS,� �aPo N l� 111' 1 2�' 3" FINISHED 2 1/2" PROJ FLOOR a . FIELD AT DOORJAMB LOCATED WALKDOOR ANCHOR DETAIL w/o SHEET STEEL LINE 2" 4" FINISHED 2 I/2' PROJ FLOOR a • AT SUB JAMB STEEL 2' LL F.O. WIDTH 2' F.O. WIDTH + 4' (3) 04 x T-2' REQUIRED f214' FINISHED 2 1/2' PROJ � I FLOOR 7 FIELD IF.O. FOR MANDOOR/WINDOW ANCHOR DET LOCATED I (w/o SHEET NOTCH) ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. BUELDING "A" KBPTH Ski MD 459 WOODLAND RD BATHSVHlA MS. 38606 P'B# 48014 It,""111I* PS� �.� .•�\G E•NS•. Chis item has been electronicalh • No 48014 : 'toned and sealed hN Keith P. Shedd. P.E. using a Digital Signature and * * * date. Printed copies of this document are not considered signed and scaled +�•'. STATE OF ;•4J and the sivahne must be verified on G(� . au� electronic copies. 000©o©©o� m LL C MTONER PROJECT ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: SMS J05 NUMBER : B20-1231-01 DWG NUMBER C AE32 of 3 1 FRAME LINES: 2 3 4 5 D A COLUMN LINE N IV IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 2$ D 1 8.2 13.0 2 -8.1 -10.4 4 0.750 8.000 10.50 0.375 0.0 4 -4.3 -11.7 2s A 3 6.0 -6.6 1 -8.2 13.1 4 0.750 8.000 10.75 0.375 0.0 1 -8.2 13.1 4 4.5 -12.3 2$ Frame lines: 2 3 4 5 RIGID FRAME: BASIC COLUMN REACTIONS (k ) FrameColumn ----- Dead ----Collateral- ----- Live- --Wind_Leftl--Wind_Rightl---Wind_Left2- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2$ D 1.2 2.2 1.4 2.2 5.5 8.6 -14.8 -19.5 -2.3 -10.4 -11.8 -11.8 2$ A -1.2 2.3 -1.4 2.2 -5.5 8.7 7.9 -17.9 11.3 -13.3 4.8 -10.1 FrameCol umn-Wind_Right2--Wind_Longl--Wind_Long2-Seismic-LeftSeismic_Right-Seismic_Long Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2$ D 0.8 -2.7 -8.4 -21.7 -4.3 -15.0 -0.1 -0.1 0.1 0.1 0.0 -0.4 2$ A 8.3 -5.5 8.8 -22.8 4.2 -15.7 -0.1 0.1 0.1 -0.1 0.0 -0.5 2$ Frame lines: 2 3 4 5 ENDNALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) I D 5 1.3 -1.8 6 -1.1 -1.8 4 0.625 8.000 8.000 0.375 0.0 7 0.0 2.9 5 1.3 -1.8 1 C 8 2.5 -5.8 6 -2.3 -4.4 4 0.625 8.000 8.000 0.375 0.0 q 0.0 7.2 8 2.5 -5.8 1 B 5 2.7 -5.4 6 -2.4 -5.4 4 0.625 8.000 8.000 0.375 0.0 10 0.0 7.2 5 2.7 -5.4 1 A 5 1.5 -1.8 6 -1.3 -1.8 4 0.625 8.000 8.000 0.375 0.0 7 0.0 3.0 5 1.5 -1.8 6 A 5 1.5 -1.8 6 -1.3 -1.8 4 0.625 8.000 8.000 0.375 0.0 11 0.0 3.0 5 1.5 -1.8 6 B 5 2.7 -5.4 6 -2.4 -5.4 4 0.625 8.000 8.000 0.375 0.0 12 0.0 7.2 5 2.7 -5.4 6 C 13 2.5 -5.8 6 -2.3 -4.4 4 0.625 8.000 8.000 0.375 0.0 14 0.0 7.2 13 2.5 -5.8 6 D 5 1.3 -1.8 6 -1.1 -1.8 4 0.625 8.000 8.000 0.375 0.0 II 0.0 2.q 5 1.3 -1.8 BUILDING BRACING REACTIONS t Reactions(k) Panel -Shear Wall - Col Wind - -Seismic - (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Sens Note L_EW I C, B 3.5 2.7 0.2 0.1 F_SW A 4,5 2A 4.0 0.3 0.5 (b) R_EW 6 B,C 3.5 2.7 0.2 0.1 B-SW D 413 5.5 3.1 0.7 0.4 (b)Wind bent in bay, base above finish floor a a O -VL 1vo -V V _V 6' COMPONENTS AND CWDING a'rd Manber Panel O Id Pr ew ne suction Rvw ne suction I q.600 -19.344 9.600 -21.138 2 q.600 -22.824 9.600 -35.514 3 9.600 -22.824 9.600 -53.475 4 15.660 -17.280 15.660 -20.940 5 15.660 -18.4g2 15.660 -25.758 T-61/4' 0 Q Q 7'-61/4' ® o ® 1 _� 1-6 1/4' Q 2O Q3 7'-6 1/4' WIND PRE55URE ZONES (Wind Pressures, Factored (psf)) NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Reaction values shown are unfactored. 5. Loading conditions are: I Dead+Collateral +Live 2 0.6Dead+0.6Wind_Leftl 3 0.6Dead+0.6Wind_Rightl 4 0.6Dead+0.6Wind_Long1L 5 0.6Dead+0.6Wind_Suction+0.6Wind_LonglL 6 0.6Dead+0.6Wind_Pressure+0.6Wind_LonglL 7 Dead+Collateral +EIPAT_LL3 8 0.6De4d+0.6Wind_Leftl+0.6Wind_Suction q Dead+Collateral+EIPAT_LL_1 10 Dead+Collateral+EIPAT_LL 2 II Dead+Collateral +E2PAT_LL3 12 Dead+Collateral +E2PAT_LL_1 13 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction 14 Dead+Collateral+E2PAT_LL_2 ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. O � o A Building reactions are based on the following building data: Width (Ft) . 60 Snow Load (psf) - 0.0 Length (ft) - 120 Wind Speed (mph) - 140 Eave Height (ft) - 15.5 Wind Code - IBC 15 Roof Slope = 0.5:12 Exposure = B Dead Load (psf) - 2.000 Closed/Open = Closed Collateral Load (psf) - 3 Importance - Wind - 1.00 Roof Live Load (psf) - 20.00 Importance - Seismic - 1.00 Frame Live Load (psf) - 12 Seismic Coeff (An) - 0.109 BUELDING "A" KUM SHWD 459 WOODLAND RD BATBSVEULE, MS. 38606 PBO 480 4 P S/./ �.•�\G•E•NS•.. This item has been elechonicallN NO 48014 signcd and sealed hN Keith P Shedd - No using a DisMal Siunatme and * * date Printed cohies uC this document * are not considcrcd smncil :uul scaled and the ignaturc nwst he verified on -33 STATE OF 44/� O ••. <U . am ciccUuu,c ccgilcs S`S/� N A 1- E �;6-18-20 000©o©©ate r• ■■■■■■■■ • - - .... ' ■■■■■■■0 ■■■■■■■■ ■■■■■■■■ 11111111 • ■0■■■■■■� ■■■■■■■■� U U c1� CUSTOMER PROJECT O M� W all con 1 � Q W W r E~ w 1 cv 1 co I�� Cti M�1 1� M ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: s s JOB NUMBER : 820-1231-01 DWG NUMBER : P C AE33 of 3 a PURLIN 3'-I 3/44. 2'-I 3/44_ 2'-I 3/4�_ 3'-1 3/44_ LAP 3'-1 3/4' 2'-I 3/4' 2'-I 3/4' 3'-1 3/4' Purlin Purlin Bolt « screw t All Other Hardware —All other Hardware (by Others) (by Others) Clip (by Others) Clip (by others) Hasa- (by Others) 4wW (by alws) Aqeptable Comedian Methods Purlin dy Clam AKIN -Acceptable Camection Methods Hanger Attachments for All Collateral Loads Acceptable aid Non -Acceptable Carrion ROOF FRAMING PLAN ERECTION NOTES 1. Use (4) 1/2" x 1-114" A325 Bolts at Endwall Anti -Roll Clip Locations (See) 2. Use (8) 1/2" x 1-1/4" A325 Bolts at Endwall Anti -Roll Clip Locations (See ss) ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. a 0 0 N 0 0 0 0 C4 MEMBER TABLE ROOF PLAN MARK PART P-101 8X25Z14 P-102 8X25Z14 P-103 8X25Z16 E-101 8E14 ND E-102 8EI4 HD E-103 BE14 LD E-104 8EI4 LD CB-104 114' CBL CB-105 114' C13L CB-106 114' CBL CONNECTION PLATES ROOF PLAN ❑ I D I MARK/PART I I BAl BUELDING " A" KEM SHWD 459 WOODLAND RD BATBSVULE, MS. 38606 P'B# 48014 ``i,1►r1i11r1,1i,. P Spy `�� ..•�\G•E.NS�•.. This item has heen elect wnicalh No 48014 signed and sealed by Keith P. Shedd. P.li. using a Digital Signature and date Printed copies of this document are not considered signed and sealed �•• STATE OF aiul the signatu re must he ieritied on i •. !V am electronic copies ,/0 N A� E�.•`�,, 6-18-20 11111111M ■■■■■■■0 • - - -- - • �� ■■■■■■■/�� ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ • - - . - . - ■■■■■■■O ■■■■■■■■ � cn m m —► QJ U U c1� r 0 D N CUSTOMER PROJECT CD 0 co I� o CO ^ CO I W -I V1 �� EW r. �CO� � CO � �0Mr-t_ � I u7 H o �' 1 a: co co CQ cD cD ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY:l EDJ JOB NUMBER : B20-1231-01 DWG NUMBER : C IEPI Of 11 -- o Q — o — 0 0 — 0 — 0 -- 0 0 — 0 — 0 -- 0 0 — 0 — 0 -- 0 0 — 0 — =o -- o a — o — 0 -- 0 0 — 0 — 0 -- 0 0 — 0 — 0 -- 0 0 — 0 — 0 0 — 0 — 0 -- 0 0 0 m 0 m 0 cn 0 m 0 m 0 m 0 m 0 m o m a m o m 0 m 0 m 0 m o m 0 m 0 m 0 m 0 m 0 rn 0 m 0 m 4 m 0 m 0 m 0 m 4 m 0 m 0 m 0 in 0 m 0 m 0 m 0 m o m p, m 0 m 0 m 0 m 0 m 0 in 0 m 0 m 0 m 0 m 0 in 0 m 0 m 0 m 0 m 0 in 0 m C. m 0 m 0 m 0 m 0 m 0 m o m a m o ern 0 in 0 rn 0 m o m o m o m o in 0 m Co m 0 m ROOF SHEETING PLAN PANELS: 26 Ga. PBR - Galvalume ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. BUELDENG "A" K = 3IMD 459 WOODLAND RD BAIWVULB. M3. 38606 PH# 48014 F SHFO� �.•�\G•E N S� .� Phis item has been electronically NO 48014 signed and scaled bN Keith P. Shedd. P.L. using a Digital Signature and * * * date. Printed collies of this document are not considered signed and sealed �.' STATE OF ;•�C/ " and the signature mist be Neritied on O "• (V am electronic copies. 0 R .. • C� �.` 6-18-20 'e"l O ........ A` 000©0©©w� 111111110 I MENNEENO NNNNENNIEW�- NEEMEMEN MENEMENC MENEEMEN UL ULO �m �m m � m —► U ct� U CL CUSTOMER PROJECT 0 U W CD O � Cfl CO 0 ^ CO I Co W ^I Co ICID �C\2 �o Co CID o H rn o I aCO LID cc ENG BY: NNF GAD BY: JDE DET BY: JDE GKD BY: EDJ JOB NUMBER : 820-1231-01 DWG NUMBER G EP2 of 11 M H 3 E I EC-104 RFI-104 0 12'-0" 10'-0" GIRT 2'-I 3/4-4 LAPS 2' 1 3/4- 0 24'-0' 120'-0" Out -To -Out a Stwl 24'-0" I J E I RFI-104 RFI-104 0 12'-0" 10'-0" 2'-1 3/4-, T /4' FRONT SIDENALL FRAMING @ FRAME LINE A 24' -0" 24'-0" HI J E H RFI-104 EC-105 0 10'-0' 12'-0" 2'-I 3/4-4 2'-1 3/4' 0 El ch M � 0 cA 0 ao 0 co o co o do 0 ao 0 co 0 co 0 co 0 � 0 co co M 'Frco )� o ao L- o ao 0 co 0 co 0 co 0 co 0 co 0 ao 0 co 0 co 0 Co 0 co 0 zo o co M 8 9 Ib 61 �I 7 7 1 io I I I I I I I I B 9F Ib 61 0� I col I I I I I I I L F 8 9 Ib 61 I y I o I I I 00 FRONT SIDENALL SHEETING t TRIM @ FRAME LINE A PANELS: 26 Ga. PBR - Sahara Tan ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. 0 BOLT TABLE FRAME LINE A LOCATION QUA TYPE DIA LEN T WF-101 - WF-102 8 A325 5/8 2 WF-101 - RF1-104 8 A325 5/8' 1 1/2' TRIM TABLE FRAME LINE A OID MARK LENGTH QUAN DETAIL I BT2 10'-6' 3 B2 2 BT2 20'-6" 4 B2 3 FL-17 20'-6" 6 E9 4 FL-16EL 2'-0' 1 G14.5 5 FL-16ER 2'-0' 1 G14.5 6 JNCT8 14-6' 6 G44/G45 7 FL-22 14'-6' 6 G44/G45 8 JNCTB 12'-6' 3 G44/G45 9 NT6 12'-6' 3 G44/G45 CONNECTION PLATES FRAME LINE A ❑ I D I MARK/PART I I NA2 MEMBER TABLE FRAME LINE A MARK I PART WF-101 W1206042 WF-102 W1206042 DJ-101 8X3504 DJ-102 8X3504 DJ-103 SX35C16 DJ-104 8X3506 D4-101 BX2506 E-101 BE14 ND E-102 BE14 HD G-105 8X25Z16 G-106 8X25Z16 G-107 8X25Z16 G-108 BX25Z16 B UELD I-NG- "A" 459 WOODLAND RD BATBSVHLE, MS. 38606 PH# 48014 ��� �.•�\C•E N 3F• This item has heen electronically i signed and sealed h� Keith P. Shedd. • No 48014 • I'.E. using a Digital Signature and * * _ date. Printed copies of this document * Z are not considered signed and sealed p•' STATE OF ;•�t/� and the signature must he �critied on am electronic copies. 6-18-20 BECOME0 � 111111110 1 ■■■■■■■►5 • .... I ■■■■■■■O ■■■■■■■■ ■■■■■■■■' ■■■■■■■■• . . ■■■■■■■O ■■■■■■■■m v LO m � m -► U c1� U D CUSTOMER PROJECT ENG BY: MNF CAD BY: JDE DET BY: JDE CKD By:1 EDJ JOB NUMBER : E320-1231-01 DWG NUMBER : C EF3 of I I s If 24' —0" 1 24' —0" 120'-0" Out -To -Out OF Steel 24'-0' 24'-0" 1 J`/ 1- —11 J1 I ti 1- —If I" 1 r—III" 1 r—It I" 1 1--II/9 1 I 1~-IrA II G-111 II \ I -110 " -111 +�a-1 Na-1 IN _ 4 LII — ►� G-109 H I EC-106 RF1-101 Field Field Locate Locate I'll -1 11 G-111 I I II \\�k111'�i II -;,- RF1-101 3AI NS-1 G-111 G- � -�-- - - ------ -------------I I I H RF1-101 RF1-101 EC-101 Field Locate GIRT I' -I 3/4— 1'-I 3/4+ I'-1 3/4'' LAPS 1'-1 3/4" I' -I 3/4' I'-1 3/4' BACK SIDENALL FRAMING @ FRAME LINE D (Gutter with 7 downspouts) 1'-I 1'-I 3/4' 7D 7D II 10 � II I1 I II 10 � I II II I II 10 I II I1 T-1-L T-O' Girt XN 3c(1 3'-q" Girt U- 0 U- 0 III III FF Trim And Sub -Jambs For (3) 3070 Walkdoors. Field Locate. (See AI4.1 Details) BACK SIDENALL SHEETING t TRIM @ FRAME LINE D PANELS: 26 Ga. PBR - Sahara Tan TRIM TABLE FRAME LINE D OID MARK LENGTH QUAN DETAIL I BT2 20'-6' 6 52 2 FL-18C 20'-0 6 B2 3 FL-18E 10" 42 El 4 FL-19 20'-6' 6 El 5 FL-18AL 2'-0' 1 G14 6 FL-16CR 2'-0' 1 G14 7 FL-18AR 2'-0' 1 G14 8 FL-16CL 2'-0' 1 G14 9 FL-22 7'-6' 6 G44/G45 10 JNCT8 7'-6' 9 G44/G45 11 NT6 7'-0 3 G44/G45 MEMBER TABLE FRAME LINE D MARK PART D -105 8X25CI6 N8-1 17 15/16'xl4GA E-103 8E14 LD E-104 8E14 LD G-109 8X25Z16 G-110 8X25ZI4 G-111 8X25Z16 CB-103 5/I6' CBL FL-31 F BUELDING it All FL-31 FL-31 F @ 15' —6" ENGINEERING SEAL RErrHS WD 459 WOODLAM RD FL-31 F This certification covers parts BATE WLIS, MS. 3M fabricated and delivered by the P' OW14 �P FL-32 O/S manufacturer only and excludes N BiyF�'fle parts such as doors, windows, ``•�\ �� ��.•• c•E•nr '• t5'�•.� I� Mis itein has heed clectfOmCa11�' See Sidewall Elevation foundation design, and erection of `� •. . signed and sealed hN Keith P. Shedd. NO 48014 •: For Downspout Quantity. the building. Sealed drawings do P 11 using a Digital Signature and _ * :• * _ date. Printed copics o this document (See Also G40 Detail) not constitute an agreement that * are nut considered signed and waled the signed engineer is acting as :- STATE OF l(r: and the signature must he veriticd on i 0. �(/ :U11' electrOmc copies. the engineer of record for the %�F •:-4 o R overall project. �'�SS;ONA� E'�4 6-18-20 ' •' 111111110 ONEEMEMO MEMENEEN OOEOEMME MENEENNE MONEENEON EOENNNEN U U � �m� LO �m-m m -J m -a U c1� U r 1� CUSTOMER PROJECT CD 0 CU CD O co CO 00 I W � I V 1 ~ I� E- CO I CO c0 � CO � OM r-4. u' O `r �aCO CIO ENG BY: MNF CAD 8Y: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER : 820-1231-01 DWG NUMBER C EF4 of 11 wil ,!:�10.500 12 60'-0" Out -To -Out Of Steel -0" l 19'-0" E I101 FBIOIA — _ — FB101A BAI _----_—�--- __— Q-t l l G-102 ! ! IN, G-104 / a� n G-102 l D II G-101 ll �1-------- BAI I -------- — I EC-101 EC-102 � 0.500 ERECTION NOTES Field slot girt webs for cables to pass through. DO NOT cut girt f langes. N, .. / / / G-104 i I ll as E -102 FB101A _ �I II G-lo2 y0 II G-102 I I I l❑ II G-101 — — — — — — — — — ----------------- I I EC-103 EC-104 LEFT ENDNALL FRAMING @ FRAME LINE 1 LEFT ENDNALL SHEETING t TRIM @ FRAME LINE 1 PANELS: 26 Go. PBR - Sahara Tan ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. in a- M BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LEN t ER-101/ER-102 4 A325 5/8 2 ColwmlRof 2 A325 5/8' 1 1/2" TRIM TABLE FRAME LINE 1 OID MARK LENGTH QUAN DETAIL I BT2 20-6' 3 B2 2 FL-11 16'-6' 1 C17 3 FL-11 8'-6' 1 C17 4 FL-16 t201-60 3 R13 MEMBER TABLE FRAME LINE 1 MARK PART EC-101 W8XI0 EC-102 WSX10 EC-103 W8XIO EC-104 WSXIO ER-101 WSX10 ER-102 W&XIO G-101 8X25Z14 G-102 8X25Z12 G-103 8X25Z14 G-104 SX25Z12 CB-101 1/4' CBL C13-102 1/4' CBL ANGLE TABLE FRAME LINE I MARK PART QUAN BAI 2X4X14GA 3 BAI 2X4XI4GA 4 CONNECTION PLATES FRAME LINE 1 ❑ I D I MARK/PART I I SAI FLANGE BRACE TABLE FRAME LINE I DID MARK I LENGTH I I FBIOIA 1 I-2 5/8 BUELDING "A" 459 WOODLAND RD BATBSVHIA MS. 38606 PB# 480 4 P S NFL `� `�,.��G E NSF• i7 This item has keen clectronicall� i signed and scaled hN Keith P. Shedd. No 48014 P.E. using a Digital Signature and * �• * date. Printed copies of this document * = are not considered signed and sealed -10 •'. STATE OF ICI : an(.] the signature mast he verified on 10. • !(� an} electronic copies. ;pNA; E��•� 6-18-2U .13 •- 000©0©©0� 1 V U ct� U CUSTOMER PROJECT 0 U CO O co CO >- co ^c I a F� I � Co � e0 H �0MZ,.:,. � � l �aLO co u, �co co ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY:1 EDJ JOB NUMBER : E320-1231-01 DWG NUMBER C EF5 of 11 60'-0" Out -To -Out OF Steel 1'-0" L 1 - 19'-0" l 20'-0" L - - - Iq'-0" F5101A ERI--102 II G-102 I II OIu I I G-102 M II �I I BAI Is —_ _--_ _------FBl01A—ER-101— R13 I BAI FBIOIA II � II G-104 / / G-102 II I II G � G -104 -102 II LI „ G-103 ��� G-101 In II �Ll II / II I II I�II ' �,JI z— — — — — — — — — — — — — — — — — I — ----------------- EC-105 EC-103 RIGHT ENDNALL FRAMING @ FRAME LINE 6 ------------------- I I EC-102 EC-106 RIGHT ENDNALL SHEETING t TRIM @ FRAME LINE 6 PANELS: 26 Ga. PBR - Sahara Tan ERECTION NOTES Field Slot girt webs for cables to pass through. DO NOT cut girt f lange5. ENGINEERING BEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. 0.500 12 0.500 12 BOLT TABLE FRAME LINE 6 LOCATION QUAN TYPE DIA LENGTH ER-101/ER-102 4 A325 5/8 2 Columns 2 A325 5/8' 11/2' TRIM TABLE FRAME LINE 6 OID MARK LENGTH WAN DETAIL I BT2 20'-6' 3 52 2 FL-11 18'-6" 1 C17 3 FL-11 16'-6' 1 C17 4 FL-16 20'-6' 3 R13 MEMBER TABLE FRAME LINE 6 MARK PART EC-102 W8x10 EC-103 WSx10 EC-105 w8x10 EC-106 W8x10 ER-101 W8x10 ER-102 W8XI0 G-101 8X25714 G-102 8X25Z12 G-103 8X25Z14 G-104 8X25Z12 CB-101 114' CBL CB-102 114' ML ANGLE TABLE FRAME LINE 6 MAR PART QUAN BAl I 2X4XI4GA 6 CONNECTION PLATES FRAME LINE 6 ❑ID I MARK/PART I I SAI FLANGE BRACE TABLE FRAME LINE 6 OID MARK I LENGT I I F5101A 1 1-2 5/8 BUILDING " A" KE1TH SH®D 459 WOODLAND RD BAIUVIILE, MS. 38606 PEO 48014 ,,'11P�SI `��� �.•�\G E N S /.#/-LThis item �hasheen electronicalh' NO 48014 : signed and sealed b} Keith P. Shedd, • P.E. using a Digital Signature and * date. Printed copies of this document .� Z are not considered signed and sealed '. STATE O F 44/ : and the signature must be verified on • 40 % and electronic copies. ass/QNALE�,.` 6-18-20 U�vLO �m �m Cn cm —1 QJ U c1� U 0— D 0 0QJ CUSTOMERI PROJECT CD co co 0 ^c I W - l r� V1 Ew-+ �C') co o u7 i �co co u7 ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER : 820-1231-01 DWG NUMBERP*WT G EFG of 11 � 1/2" STIFFENER TABLE Stiff Plate Size Mark Mark Width Thick Length RFI-101 STI 21/2 1/4' 22' RFI-104 ST2 21/2 1/4' 1313/16 5'-0 5/16" 10 @5 N/_—_— — RFI-102 I N 417 il- 1 I14- nc o � U 54-10 7/8" Clear +/- -0" Out -To -Out Of Steel RIGID FRAME ELEVATION: FRAME LINE 2-5 INTERIOR FRAME RFI-103 5'-0 2 1'-10 5/8, ENGINEERING SEAL This certif ication covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. Mq 1 is a1 LO 1 cn BUELDENG "A" X= SHEIDD 459 WOODLAND RD BATESVIII39, M. 38606 PBO 48014 N P Sly E �Oi��� ��` �.•�\G S46 �.0 Phis item has been electronically No 48014 signed and sealed by Keith P. Shedd, P.E. using a Digital Signature and * * date. Printed copies of this document * are not considered signed and sealed 13 •' STATE OF ;• 4U and the signature must be verified on �'•, !U any electronic copies. ��'�i�•�� O R 6-18-20 0 N A` �1♦1♦I■��1♦1■ � v Lo LC) Cn mm--A 0 CLLi= CL 11) ft- 1 V CUSTOMER PROJECT 0 U w O � CD CO —CO I W � I �H� I;kfCa cc Co � CO o o �' a4 u7 F� I �� cc �cc cc ENG BY: NNF CAD BY: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER : B20-1231-01 DWG NUMBER C EP7of 11 i 1t SPLICE BOLTS Splice Mark Q" ----- bolt ----- Top/ Bot Type Diu LeNth SP- 1 4 4 A325 5/81 21 STIFFENER TABLE Mark Stiff Mark Plate Size Width Thick LeNth WF-101 St- 1 2 1/2114" 11 1/2" (4) 5/8' X 112" A325 BOLTS (TYP. ) COLUMN WEB COLUMN WEB (4) a m X 1y2" A325 BOLTS (TYP. ) F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1/8" 1'-0" 21'—I1 3/41' 1'-0" CLEAR +/- 24' —0" WF-101 �) (5 DETAIL AT COL. NEB. WIND BENT ELEVATION: FRAME LINE A ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. BUELDING "A" KErrH SH®D 459 WOODLAND RD BAIWVRLE MS.38606 PB# 48014 P sly �tiiliillfl�� � O . �.•�\G E N S�• �i� This item has been electionicalh No 48014 0 signed and sealed b} Keith I'. Shedd. *; *' P.E. using a Digital Signature and date. Punted copies of this document • * = are not considered signed and sealed •: STATE OF ;•44, and the signature must be verified on O •. !� any electronic copies. A, P •' '.,IFS ' < R 1 �' C��.`� 6-18-20 LD Cq U U c1� 0 0— CUSTOMER PROJECT C) 0 U o :n co co � CO V1 I W �I �E� CrD I m 4 �C I—i o� wLo co Lo �co co ENG BY: I" INF CAD BY: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER : 320-1231-01 DWG NUMBER: C EP8 of 11 All Bolts labeled as a 1/2" x 1" A307 Bolt slave been replaced with the Zinc 1/2" x 1%II Flange Bolt and Nut Shown Below. TYP. SN t EN TRI1"1 ALL TRIr-11I LAPS GII t0 I I I NOTE: ALL TRIM NAS A QUANTITY OF (ONE) NIGH 511E(FAV) #12 X _ S.D.SCREWS (12' O.C.) 7 1/4-14 X 7/8' S.D.SCREWS (12' O.C.) OUTSIDE CLOSUF WALL PANEL OUTSIDE CLOSURE w/ 3/4' MASTIC (T t B) 1/4-14 X 7/8' 5.D.5CREW5 (12' O.C.) r—'PBR' ROOF PANEL #12 X _ S.D.5CREWS (6' O.C.) SIDE EAVE STRUT a SECTION AT NIGH -SIDE EAVE WITH SAVE TRIM (SHEETED WALL) ERECTOR NOTES: • ATTACH BASE ANGLE TO FINISHED FLOOR wA' SET PINS OR EQUAL (NUMBER t LOCATION BY OTHERS). WALL PANEL #12 x _ S.D. SCREW 1 ('R" PANEL 6' O.C. j BASE ANGLE (BA ('A' PANEL 12' O.C.) I l) ERECTOR NOTI,E:, HOLD PANEL 74" _ OFF CONCRETE. . CONCRETE SLAB BASE TRIM (BT2) (BY OTHERS) (82��SEC.TIONOBASE ANGLE NOTCH The spreading washer must be nstailed on the fiat balUnirt of a loaned cw dition. Insert bolt 1 through hok than pbce u bolt. Place tighten nut Install sewn Oral nut. Secad 1 a 1/2' x I' A307 with Nut First � I I R/F or EW Column G7 Girt Bolts @Column Plate 1/4-14 x 74, S.D. SCREW (24' O.C.) GUTTER STRAP (FL-18E, 36, O.C.) 1/4-14 x %' 5.D. SCREW (2 PER STRAP) EAVE TRIM (FL-19) 1/4-14 x 14, S.D. SCREW (12' O.C.) HANG -ON GUTTER (FL -IBC) — DOWNSPOUT (FL-31, FIELD -CUT TO FIT GUTTER) DOWNSPOUT STRAP (FL-31F) 1/4-14 x 14' S.D. SC R/F or EW Colurm ' IV INSIDE CLOSURE wl%' I k� f mASTIC, Top / BOTTOM "PBR' ROOF PANEL #12 x _ S.D. SCREW (6' O.C.) -#12 x _ S.D. SCREW (12' O.C.) -EAVE STRUT WALL PANEL 1/4-14 x " S.D. SCREW (1 0 EACDOWNSPOUT) EI EAVE SECTION w/GUTTER SHEETED SIDEWALL Wide rNamow N WideFig Nam"w Fig Narrow Flq Wide Fig Narrow Fig (6) 1/2' x I' Aso? kdkata � � (Always Point to the Wide Flo) � Section at Standard Girt Lapping 2" @ 8" Member 4'-3�" 2' @ 8' Member 2'-3)z° W�gp� COI uMN 2-1/2" @ 9" Member 2'-Is/" 2'-1 /" 2-1/2" @ 9' Member pa: I'-1�'3" @ 10" Member 4 4 3' @ 10" Member 4QLA.T WASHER 4" @ 12" Member 4,1'-10" 4" 1'-10' I�4"4" @ 12' Member1�4"l10' 4" 10" I�+r Standard 4'-3 1/2" Purlin J All Bolts are 1/2" x I' A307 1\� 2" @ 8" Member 6'-3'�° 7 @ 8' Member 2-1/2' @ 9' Member 's/" '�" 2-1/2' @ 9' Merr 3-1 3" @ 10" Member 4 3-14 3" @ 10" Member 4" @ 12" Member 1�41 2'-10" 4" 2'-10" 4" @ 12" Member i IT I I Standard 6'-3 1/2" Purlin La All Bolts are 1/2' x 1' A307 For All #12 x __II S.D. Screws In Above Details See Chart Below For Length SCREN INS. TPICK. #12 x HIT-6 - 3' #12 x 1-1/2' 4 - 5' #12x2 6' Spreader I I I Washer .I Standard 2'-3 1/2" Girt Lap All Bolts are 1/2' x 1" A307 2'-I�4- 2'-114' I'-10" 4' 1'-10' 1�4x Spreader a I' Washer .I Standard 4'-3 1/2" Girt All Bolts are 1/2' x P A307 ;%Nit ENDWALL GIRT th2 xL, d�: S I 'le ENDWALL PANEL GIRT CLIP rO O I ALL BOLTS SHOWN ARE 012 x -' S.D. SCREWS IV# x P A307 BOLTS (AS CLOSE TO END OF GIRT AS POSSIBLE DUE TO RIB 0 O HOT -ROLLED BEING CENTERED ON CORNER COLUMN Cot" FLANGE) SHEETING ANGLE (SAI) SIDEWALL GIRT TEK 05 S.D. SCREWS, TYP.-----,1 I 1 1 CORNER J GIRT CLIP `'R' SIDALL PANEL TRIMW 2 x - S.D.SSCREW, 12' O.C. (FL-11) #12 x _' S.D. SCREWS, ONE 0 EACH SUPPORT, 114-14 x 14' S.D. SCREWS, (12' O.C.) (TYP) 85RAN'N�EL= sECTwN ENDW .LL GIRTS Wide Fig Narrow Fig Narrow Fig Wide Fig Narrow Fig Wide Fig Narrow Fig • Irdicator Arrows (7) I/2' x 1' A307 (Alway. Pant to the Wids Fig) Redd at all Purls taps ., \ Section @Standard Purlin Lapping WEB OF COLUMN —OR RAFTER WASHER aILLSIDE l" OR 3 EYE BOLT llsCABLE "'x8' SLOT(FIELD LOCATE) CABLE - - ZCABLE CABLE WRAP WRAP EYE BOLT CABLE WRAP WEB OF COLUMN WILL WASSWEER OR*OR RAFTER EYE BOLT FLAT WASHER T/FF ; NUT GABLE BRACE DETAIL at FLUSH BUILDING -DO NOT CUT GIRT FLANGE CABLE BRACE DETAIL �IA.T WASWER­ (%'# - r'P CABLE BRACING) NUT (r# CABLE BRACING INTO 12 GA. WEB) � RAFT� MN ro-m•.4. Vx8' SLOT(FIELD LOCATE) DO Nor CUT GIRT FLANGE 29 CABLE BRACE DETAIL at FLUSH BUILDING �GIRT MUST BE FIELD CUT FOR CABLE TO PASS THROUGH ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. 1/4-14 x 14' S.D. SCREWS (12' O.G.) #12 x 14' S.D. SCREW W/o WASHER (ONE PER SUPPORT) ' MASTIC BA!j'PBR' ROOF PANEL RAKE TRIM (FL-16)-\ [ROOF PURLIN-i 012 x ' S.D. SCREWS MA O.C.) b4-14 x '4' S.D. SCREW (12 O.C.) O al I I la I PURLIN CLIP \�&'# OUTSIDE CLOSURE x P A307 BOLTS, TYP. HOT -ROLLED ENDWALL RAFTER WALL PANEI; (2) 0 x _ A325 BOLT SEE BOLT SCHEDULE 10 II 1 L -1L - J HOT-ROLLIED ENDWALL COLUMN R13 SECTION 0 FLUSH HOT -ROLLED ENDWALL COLUMN w/HOT-ROLLED RAFTER ON TOP (FLUSH) wide Fb Nana„ Fb 1/4' Gusset tea,,, Fig I/4' Wide Fig Narrow Flq Wide Fig Narrow Fig Wicatar Arrom (8) I/2' x I i/4' A325 (Always Point to tFra Wide Fig) Read at all Purtn Laps �,1 Section @Anti -Roll Clip I: Field cut 2x4x16Ga Angle to length. Install all angle braces 2: Notch each end of the angle 3" BEFORE 3: Field Bend. installing roof panels. 4: Attach angles to eave strut 4 purlin using screws shown. Roof Plane I 2" Leg Purlin Strut - L2x4x16Ga J Angle (4) #12 x 1 114' S.D. Screws w/o Washers (Typ each End) --____-- Purlin ___-- Overhead Door Jamb 2x4xl6Ga 4 Leg (4) #12 x 1 114" S.D. Screws Angle w/o Washers (Typ each End)-- — 6 E&W Strut DO — sl Section at Angle Brace Above Overhead Door Screw Down Roof w/o Strapping BUELDENG "A" ]KPH SIWD 459 WOODLAND RD 13.A7WVKL13, MS. 38606 PB0 48014 H. • •CFO �.•G�\ •EN S�• This item has been electronicalh • NO 48014 signed and sealed bN Keith P. Shedd. P.F. using a Digital Signature and * �• •• * _ (late. Printed copies Ut this document * are not considered signed and scaled 13 •'. STATE OF 4/ : and the signature must be verified on lL am electronic copies. p N AL E��` �, 6-18-20 its" 000©o©©o� ■■■■■■■■• - ... ■■■■■■■►' ■■■■■■■■ MEMEMEMMUMEM 11111111 ......00� U U U ct� CUSTOMER PROJECT 0 U w o�ca CO ^ CO I in� W - I C U)rn 5 I� CQ E-+ V 1 M I � co m CO OM O � a� �cc ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER 820-1231-01 DWG NUMBER C EF9 of 11 BAI BA1 #12 x 1-114" S.D. AngleRake AAngle #12 x 1-114' S.D. Screw w/o Washer Screw w/0 Washer @ Each Support @ Each Support �- Eavestrut Eavestrut — — — — — — — — — — I (2) 1/2' x 1-1/4' I I 1-1/4" ts A325 Bolts I Steel Line Steel A325/Bol Structural I Line I Structural Endwall Rafter I Endwall Rafter See Roof I, I See Roof .I a Eavestrut To Structural Endwall Rafter Low Side PURLIN OR GIRT `1/2' x I' A307 FLANGE BRACE FLANGE BRACE (TYPICAL) (IF REQ D) CC RIFRAMEo STANDARD FLANGE BRACE POSITION DOWI ROOF S.D. SCREWS, PNILL ROOF PANEL G1 TYP. ENDLAP FOR "PBR' ROOF PANELS For All #12 x __11 S.D. Screws In Above Details See Chart Below For Length SCREW INS. THICK. #12x1-I/4 0' -3' #12 x 1-1/2 4' - 5' #12x2' 6 117 Eavestrut To Structural Endwall Rafter Nigh Side ly4" S.D. Screw (2) %2" x 1" A307 Bolts - - - - - 0 12° BAI Rake Angle O 0 /O Purl in 2u Endwall Rafter k4" Rafter Flange F_V(2) Brace Steel"x 1" A307 Bolts ins L See I,Of Rafter Plan @ALI�_�_TOTROLLRAFTER FLANGE BRACING ENDWALL ONLY OVERFLOW WINDOW FIELD BEND 3'-0' FROM RAKE THEN 0 04 O.C. ROOF PANELS SIDENALL PANELS oa+unarr Owja TRIM DETAIL OF EAVE GUTTER CORNDETAIL OF DOWNSPOUT t���� TRIM GUTTER W/ GUTTER STRAP GI4 DoWN5Pa1T TO GUTTER t CORNER BOX DETAILS Eavestrut 1/2' X 1-114' A325 Bolts column Side View Front View J2 Eavestrut to Rigid Frame Column Lowside, Bypass #12 x 1 1/4' w/o WASHERS (6' O.C.) DO NOT CUT FLANGE OF GIRT TO INSTALL HEADER. HEADER 0L) A7 SECTION AT HEADER W/ GIRT Sa-ews are 'w/ Was8' GEE - J4CT8 Cap Trim as noted otherwise.hers' 9' GEE - J14CT9 Cap Trim 10' GEE - JHGT10 Cap Trim 12' GEE . JWCT12 Cm Trim #12 x S.D. I Wall Panel (1'-0' CEE Header 14T6 JHCT- Head Trim Cap Trim Hemet- Q12 Trim #12 x _ S.D. (2'-0' ox.) GEE Jamb If necessary JHGT- Cap Tram #12 x — S.D. (I'-0" o.c.) FL-22 Jamb Trim Wall Pnl ('PBR" Shaw) James Trim JWCT- FL-24 Gap Trim Sill Trim GEE Sill I #12 x _ S.D. I Wall Paid 0-0,o.c.) sill CM Trim �C 1 Cap Trim at Framed Header, Janb, t Sill Eavestrut r1/2" X 1-1/4' /� A325 Bolts LA Side View Column Front View Ja Eavestrut to Rigid Frame Column Nighside, Bypass All Screws are 'w/ Washers'I Unless noted otherwise. 36" 44" 7 ' 4y" 7 " 4y" 7 " Y 2%" t T T T t T T 1/4'-14x7/8' S.D. #12 x _" S.D. (30' o.c.) @ Base 4 Panel Lap 36' 1/4"-147/8" S.D. #12 x -" S.D. (30' o.c.) @ Eave Strut t Intermediate Girts PBR Wall Panel Fastener Layout Roof Panel Rake Trim Nigh Side �Eave Trim Wigh Side Corner Box Endwall L Nigh Sidewall Panels Panels Corner Trim 811ETAIL OF 1•IIGI-I SIDE TRIM CORNER BOX, 4 RAKE TRIM CON N ECT I ON ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. 1/2" x I" A307 Bolt (TYP) Endwall Girts Structural Endwall Column � GirtS to Structural Endwall Column Flush Saw r are 'w✓ Waehere' 36' 2 ' 71<' 4i' 7 ' 41'' 7 ' L 2L' I/4'-147/6' S.D. #12 x 'S.D. (30' o.c.) 0 Em Strut. Pawl Len , Pak Ran 36' 2 1/4'-I4x7/B' S.D. *12 x 2 S.D. (30' C.C.) 0 Intsmedieda Pwlin StReh Sorrow 114-147N S.D. 3/8' Maetk (30' o.c.) (Wet side Facirq Dour) pawl 0 Pmel %& Lm PBR Roof Panel Fastener Detail wa r BUELDING "A" 13= Skl®D 459 WOODLAND RD RAIWVHIA NIS. 3M PE# 48014 ```tJ111111///d*' G•E.N S� • Phis Rem has been electronically NO 48014 0 signed and sealed by Keith I'. Shedd. P.E. using a Digital Signature and date. Printed copies of this document * - are not considered signed and sealed O: Z and the signature must he verified on ' S TAT E OF • 44/ O ••. ' 40 : any electronic copies. i��; 9 N AL E;�.`�, 6-18-20 fllllll ' ■■■■■■■■ ■■■■■■■■ ■■■■■■■■ • . . .... ■■■■■■■►�4 ■■■■■■■■ • U LO V cn m � U (S) U r n�• 0--- —s— r 0— CUSTOMER1 PROJECT O i U En 0 O co to .. CO CO z c I W d �5w 2 F CrD I � CD apt �co co I O —I Pq O `r PL4 Co CC Ln a� o ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY: EDJ JOB NUMBER E320-1231-01 DWG NUMBER C EFIC of I I (Looe T Clip) Gas Girt (Loos Framed Opmia 6 Sidewall Eave Strut (6) #12x14' S.D. screw (6) #12xlY' S.D. Screws w/o Washers w/o Washers 4j— ir.t Door J I I Jamb I I Jamb I I I I I I I I I I Section 'A' A (? Eave Strut) (0 Girt) Door Jan Girt--t I &'xl' A307 Bolts w/ Nuts Section 'C' (Loose Clip)_ N section 'D' Clip) Rafter x 14' A325 Bolts Nuts t (2) Washers Door Jamb I Door Header1 (4) k'@ x 1' F-Head Bolts w/ Nuts per HA2 (2 P Jamb, 2 P Header) Overhead Door Framed Opening Details All Conditions Installation Procedure: 1: Doer location specified by the owner or architect. Field locate so that the Franc occurs on a panel high rib. Cut out panel 3'-1' x T-0 1/2'. 2: Choose swing of door and lay from out ad bolt together using (4) 5/16' x 3/4' Bolts 4 Nuts (provided in door package). 3: Install door in frame and raise unit, placing it in the desired location. 4: Plumb Fixige side then anchor jamb on hinge side to floor (wedge anchors supplied by others) see Anchor Bolt Plan for wedge anchors location,• counts, and geese. 5: Square header and strike jamb to door maintaining Proper clearances around door opening (3/32' clearance at header and jambs to door). Jambe may have to be raised to hold clearances on buildings with uneven floors. 6: Complete installation of other components. 7: Head Trim t Jamb Trim not shown for clarity of door frame elevation. see other details and elevations for more details. girt (6) #12 x I I/d w/o Washers Door Header (Typical) Door Jamb [(2) 1/2' X I' (Typical) ntwrnediate Girt sub Jamb I Threshold (Provided by Base Girt (if read) (2) 1/2'0 Anchor Nominal Door Width (By Others) For All #12 x __II S.D. Screws In Above Details See Chart Below For Length SCREW INS. THICK. #12 x I-1/4 0 - 3 #12 x 1-1/2" 4' - 5' #12x2 7 6' ' S.D. 307 w/Nut MBM) Bolts All Screws are unless noted of Cut 'X' at each downspout location and bend tabs down for downspout attachment. Gutter (3) Pop Rivets One at each side and are at front. Attach strap to Bldg with (1) 1/4- 14 x 7/5' S.D. screws and (1) Tek 5 S.D. screw at open wall Field cut downspout to match gutter bottom angle. �(3) 1/4-14 x 7/5' S.D. Screws (One at each side and one at front Berl strop up at both sides of ""pout and attach with (1) 1/4-14 x 7/8' S.D. screw at each side. � Downspout Details All screws we 'w/ K Wall Panel unless rated otherwise Door Janb #12 x -' S.D. (12' o.c.) GIRT � ❑ Jamb Trim -' Head Tr Door Header Wall Panel Detail P Door Janb Section Thru Header � Solid Leaf half Glas Narow-Cite Glass ib b A4 1 A14.1 `Kra x ' Bat Doan L= Door Header (in Clow Pk4•) RHO LW O "'Hl L_l�J L " LJ Door Jamb Comer Assembly (2) Anchors per Jamb 0 Wedge Anchors o� (2) Anchors per Janb t' 0 Wedge Anchors Floor Anchor Condition P Walk Door Jamb Dianand Knack Down Walkdoor Details (3070 1 4070) (6) #12 x 1 1/4' S.D. screws w/o Washers irt Shop Welded Clip Sub Jamb (by 1`15M) Dear swine Tyoes Full Metal Doors we applicable for R' Had Out Hand Out Had In Had In Specify Sw' far: Half -Glass Narrow-Lite Glass All Screws are "w/ Washers unless noted otherwise. NOTE: INSULATION NOT SHOWN FOR CLARITY OF DETAIL. #12x— S.D. r w/o Washers #12x__ S.D. T (@ each Purlin) 1/4-140/8' S.D. Roof Angle (BAI) @ Side Lap m ko Purlin @ Top of Endwall #12x— S.D. 1/4-147/8" S.D. @ Side Lap High/Low Eave Strut m ko (Lowside Shown) @ Top of Sidewall 1/4-147/8" S.D. 0 @ Side Lap -2 #12x— S.DT ZEE Girt 'd' (1'-0" o.c.) 1/4-147/8" S.D. 'd' @ Side Lap in Ht 1/4-147/8" S.D. @ Side Lap s #12x__ S.D. ZEE Girt m (1'-0" o.C.) 1/4-147/8" S.D. @ Side Lap .g ,d, See Base Detail for actual base condition. BAI w/ 1/4-147/8" S.D. sheet notch shown for @ Side Lap screw attachment clarity only. 3 #12x-- S.D. m (6" o.c.)� Base Angle 1/4-147/8" S.D. :....:. @ Side Lap Fastener Layout at Screw -Down Panel ENGINEERING SEAL This certification covers parts fabricated and delivered by the manufacturer only and excludes parts such as doors, windows, foundation design, and erection of the building. Sealed drawings do not constitute an agreement that the signed engineer is acting as the engineer of record for the overall project. W ►a W MATZ: 29) CnN towwr z IV 0 'tw r 4 w &IM'ft%G 0MC1A1.-� BUILDING- "A" E= SHMD 459 WOODLAN D RD BAIWVHIA MS. 38606 PEN 48014 /./*Tliis EN S• Q item has Ix en electronicrilh i signed and sealed b� Keith 1'. Sliedd. No 48014 RE. using a Digital Signature and * % * date. Printed copies of this document 'k are not considered signed and sealed •; % and the signalwe must he ventied on STATE OF : 4/• any electronic copies. '0NA0E6-18-20 j/llllll .- 00000000�El 111111110 ■■■■■■■0 • . . I ■■■■■■■0 ■■■■■■■■.... ■■■■■■■■' ■■■■■■■■ . . .... ■■■■■■■►5 ■■■■■■■■ • v m --A m --1 U V ct� J CUSTOMER PROJECT CD O U W O i~n CD � 60 O to _Z I c W w r� E- d' V 1 W CO 1 ► (� O Lo O � �aLO co LO �to to ENG BY: MNF CAD BY: JDE DET BY: JDE CKD BY:l EDJ JOB NUMBER : 820-1231-01 DWG NUMBER RCOT IEF11 of 11 1