Loading...
HomeMy WebLinkAbout3940 Trump Pl6/29/2021 CHAPTER 4 SPEJA ILED REQUIREMENTS BASED ON OCCUPANCY AND USE, 2020 Florida Building Code, Buildin4. F]414.2.5Hazardous material in Group M display and storage areas and in Group S storage areas. The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid hazardous materials permitted within a single control area of a Group M display and storage area, a Group S storage area or an outdoor control area is permitted to exceed the maximum allowable quantities per control area specified in Tables 307.1(1)and 307.1(2) without classifying the building or use as a Group H occupancy, provided that the materials are displayed and stored in accordance with the Florida Fire Prevention Code and quantities do not exceed the maximum allowable specified in Table 414.2.5(1). In Group M occupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the maximum allowable quantities per control area as indicated in Table 414.2.5(2), provided that the materials are displayed and stored in accordance with the Florida Fire Prevention Code. The maximum quantity of aerosol products in Group M occupancy retail display areas, storage areas adjacent to retail display areas and retail storage areas shall be in accordance with the Florida Fire Prevention Code. M�4 Ll https://codes.iccsafe.org/conte,iVFLBC2020P1/chapter-4-special-detailed-requirements-based-on-occupancy-and-use#FLBC2020P1_ChO4_Sc ;414 1i1 DESIGN LOADING This structure is designed utilizing the loads indicated and applied by the Florida Building Code 2020, 7th. Edition It is the contractor's responsibility to confirm that these loads comply with the requirements of the local building department. Specific Loads: See structural calculations and foundation reactions. II 2 psf 20 psf Yes 3 psf 0 1.00 140 mph 79 mph B t 0.18 CL 1.00 0.058 0.032 NA B 0.0200 0.061 0.05 D 3 3 0.02 W r •friy ,i J;,•rr IX ..r}:,'a},�y$:•%?. �.y rf:Jf�:;}:$K�}:��Ijlr i'r':iSt 'r:#ii'n i+ yr•Yf fYf f:}� r�SFi �/f%r:;. Dead Building Risk Category Load BUILDING SYSTEMS Roof Live Load Live Load Reduction Allowed? Collateral Load Ground Snow Load, Pg Snow Importance Factor, Is Ultimate Wind Speed 108 mph Nominal Wind Speed Serviceability Wind Speed 10 year Serviceability Wind Return Period Wind Exposure Category Internal Pressure Coefficient, GCpi Wind Closure Category (OP = Open, PC = Partially Enclosed, CL = Closed) Seismic Importance Factor, le Mapped Spectral Acceleration for Short Periods, Ss Mapped Spectral Acceleration for 1-Sec Period, S1 Seismic Use Group Seismic Design Category Seismic Response Coefficient, Cs 5% Damped Spectral Acceleration for Short Periods, SOS 5% Damped Spectral Acceleration for I -Sec Period, SDI Site Class Response Modification Factor, R-frames Response Modification Factor, R-bracing (F-SW) 3 Response Modification Factor, R-bracing (B-SW) Design Base Shear 0.6 kip Longitudinal Base Shear 0.7 kip Transverse Base Shear Equivalent Lateral Force Analysis Procedure Systems not specifically detailed for seismic resistance. Seismic Resisting System: Transverse (Rigid Frame) SPECIAL NOTES 1: 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 2020, 7th Edition building code such that the building will remain classified enclosed. The design of the glazing and protection is not part of the Metal Building Manufacture Building Systems, LLC's scope of work. 3: The design, supply, and installation details for door(s) for framed openings are by others. 4: For mandoors supplied by Metal Building Manufacture, see sheet EP3 for manufacture and installation details. FLORIDA APPROVAL NO. LOCATION TYPE NUMBER ROOF PBR 7396.6 SIDEWALL PBR 7395.2 ENDWALL PBR 7395.2 SOFFIT N/A N/A WALKDOOR 150 mph 12873.2 o METAL BUILDING MANUFACTURERS ASSOCIATION 5-0' Q o I a 4 O D 0 N 4'-11 3/16" 4'-11 3/16" M 0 0 AN COMPONENTS AND CLADDING wind ensures Member Pond O Id Pressure Suction Pressure Suction 1 9.60 -10.06 10.58 -32.24 2 9.60 -19.5I 10.58 -47.07 3 9.60 -29.26 10.58 -55.77 4 12.91 -14.24 15.97 -17,30 5 12.91 -15.24 15.97 -21.28 6 12.90 -14.22 15.96 -17.28 7 12.90 -15.22 15.96 -21.25 0 0 7n 60'-0' in an' -A' 0 O 0 Q � � 0 O O 60'-0" O 0 0 Xs...9 0 0 60'-0' 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 Keith Std the engineer of record for the " overall project. WIND PRESSURE ZONES (Wind Pressures, Factored (psf)) PID VWTf 1.4 i For Customer Service customerservice@acibuildingsystems.com 662.563.4574 x 298 KEITH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 �,.-'�G E N S� ' �ITils Ite i has been electronically No 48014 igned and scaled bN Keith P- Shedd, P F. u;ma a Digital Signature and * * date. Printed copies orthis document 't = are not considered signed and sealed STATE OF ;" l(/ and the siunature must be veritied on 1 0 % : anc electronic copies Al�OR1�p /ONAt- ��.�`06/13/2021 RELEASE NISTORY a � DATE taST. eaewr 'Pri ffa+r W W. W NDrES MARK ErtcR z G 5C . � _ } sn z G m JOB NUMBER : B21-1794 DWG NUMBER : B CS 1 of 2 U O N Vl O m CUSTOMER PROJECT ENG BY: MNF CAD BY: WJD DEr BY: WJD CKD BY: TJC • 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 and is not 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 requirements. The MBM is not responsible for the design, materials and workmanship 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 designing the foundation shall determine the adequate anchor bolt material type and grade, anchor bolt embedment, and any anchorage reinforcement to accommodate the given anchor bolt locations, quantity, and diameter. Unless noted otherwise on 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 Engineer 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); A529, A572 or A588; Built—up Section Webs & Connection Plates (Fy = 55 ksi); A1011, 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; Hot —rolled Rods (Fy = 55 ksi); A108 or A572; Cold —formed C, Z, and ES shapes (Fy = 55 ksi); A1011 or A653; Panels, A792 or A653, Gr. 50 for Ga. 24 and thicker, Gr. 80 for others; HSS Round; A500 Gr. 8 (Fy = 42 ksi) HSS Square/Rectangular; A500 Gr. B (Fy = 46 ksi) Cables, A475 Eyebolts (Gr. 55); A108, or A572 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 connections, 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 connections in cold —formed steel frames use A325 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. 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 an agreement that the MBM has correctly interpreted the requirements of the contract building drawings, specifications, and all other contractual requirements. 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 "For 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, falsework, 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 furnished 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 on 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 and to qualify for reimbursement, any field modifications of any reported defective item may not be performed 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/Erectors 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 that become wet in transit shall be unpacked, unstacked and dried by the BUYER or CONTRACTOR. With respect to all other building system erection aspects not mentioned above, the BUYER or CONTRACTOR shall comply with the Sec. 6 of the MBMA Common Industry Practices. For any aspects of the erection not covered by the MBMA Common Industry Practices, the provisions of Sec. 7 of the latest edition of the AISC Code of Standard Practice shall apply. 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. KEITH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 `%��1uuuu,, ,� TN . t.wG E N3F its ite i has been elcctronicadlc si sued and waled bc_ Keith P. Shedd, No 48014 P.F_ u,imL a Dwita l Siunature and * : * date_ Printed copies of this dO Ctlment are not considered signed and sealed STATE OF <1/ and the signaun'e must be verified on '. !(� : am' cicetrontc coptes O R 1 D 06/13/2021 1,,,,,,ONA� 1%%, <� Q� WSTORY _N0. � DATE coat. � rear .,ettvL raa.r .Pravt. NOfE3 nnRtc etcR U C N cV 0 in L L- O U) L C O U vi O U C � I � O O O U N O m CUSTOMER PROJECT 0 x F r-1 •. i � FW- w � Z J m ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: Tic JOB NUMBER B21-1794 DWG NUMBER : B CS2 of 2 Dia= 3/4 DETAIL A Dia= 3/4" DUAL B Dia= 3/4" M 4" o 3" 2"LP2" DETAIL C Dia= 3/4' I DEIML D Dia= 5/8" DEfNL E Dia= 5/8" DETAIL F GENERAL_ NOTES ANCHOR BOLT SUMMARY 1. All boseplates @ some elevation unless noted otherwise. Qtyt« Na TypeP, 2. Anchor bolt design for embedment is not by the metal building o 24 rrakaaor t/z: Mdnr Z50 manufacturer and must be determined by the foundation engineer. ®e Jamb a i/; F',F `su t zzw 3. See base plate details for correct placement of anchor bolts. ® 32 Fang 3/4 FIS5+M 22 N 7n'-n"ron-rn-om of �wn 2 3 23'-4° 23'-4" 23'-4" 4" 9'-8" 10'-0" 3'-4 H/AB2 23'-0" 4" X-Bracng •• C C •• E E® E E se .. A •• A .. .. E ■• E E ■' e♦ A A ee E E -�8 —C�- C -• ' X-Bracing A23'-0° H/AB2 23'-4" 23'-0° [4- 23'-4* 23'-4" ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) 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. KEIIH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 P, SyFO�''. its itc t has been elcchonicalh si fined uud scaled be Keith P. Shedd. NO 48014 ' F.L. urine a Dieital �IItittlrC and * * - date Printed copies of this dOetlnlenL * _ are not considered stgned and sealed p '. STATE OF W : and the signature must be ceritied on i0 • 141 ttn_, clectronie copies % 06/13/2021 RELEASE HISTORY 9 ri QATE J dd fir. Pam AFPRVL fmv. ITV. W NorES ENGRLL- x c W Z H N } N l7 �. 0 J 7 m JOB NUMBER B21-1794 DWG NUMBER B AB of 3 V C N N I � V N O m CUSTOMER PROJECT ENG BY: MNF CAD BY: wdD DET BY: WJD CKD BY: TJC H/AB2 Dta=5/8' A -bolts 8' 1Am Diwln' Wedge Andws Dia=V A -bolts 4' o!4' • STEEL II 'v a :o N Q _� LINE- STEEL)2 In' STEEL LINE Q LINE `V 2' F.O. WIDTH 2' `V [' I/4' 1 1/4' F.O. WIDTH + 4' ON DOOR WIDTH �+ _ DOOR WIDTH .+/_ (3) 6'-O'� 4'-0' REQUIRED (2) 10'-0' x V-0' REQUIRED (3) 3070 REOUIRED (50 mph) (ONE) 3 4 x 7-2' REQUIRED 4 4' 21 3' FINISHED ��`4� FINISHED FINISHED • 2 In' PROJ 2 1/2' PROJ FLOOR 2 In' PROJ 1 R'� 2 I/2' PROD FLOOR SECTION P CONCRETE EDGE J/; 2 F.O. FOR OJERNEAD DOOR ANCHOR DETAIL FIELD 1AT DOOR JAMB WALKDOOR ANCHOR DETAIL AT SIB JAI B K/AB2 F.O. FOR MANDOOR/WINDOW ANCHOR DET 'EXCEPT AT O.H. DOOR FRAMED OPENINGS) (w/o SHEET NOTCH) LOCATED (w/o SHEET NOTCH) (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. KEI I H SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 %NP S, `� •.•�\G E N S�• its ite has been electronietdh smiled and sealed b� Keith P. Shedd. No 48014 P.F. using a Digilad Sign;uure and * * dale. Printed copies of this document are not considered signed and sealed -10 �� and the siUnantra nuul be ieritied on 1O'.• STATE OF :�: am electronic copies. 06/13/2021 1n n 1110% RELEASE HISTORY o m.m n-tJO. c p DATE IkTT NorEs HARK e+GR U � CNO -0 oL LO r� U)L o� U i o (1) L O-) -o o t) (1) o (1) 0 m 05T01"IER PROJECT z l iT i 1F �. Z 1 J m JOB NUMBER B21-1794 DWG NUMBER : B AB2 of 3 ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: TIC FRAME LINES: 1 2 3 RIGID FRAME: MXIMUM RBC110NS, ANM Ban, & BASE Pubs NOTES FOR REACTIONS RELEASE HSTORT r Coumn-Reoc+ions(k ) 1. All loading conditions are examined and only moximum/minimum M ,- ND. C - COI UN LINE Frm Call Load Hmax V Load Hmin V Boll Base-Ratefin) Bev. H or V and the corresponding H or V are reported. Line line Id H Vmax Id H Vmin Oty Dia width Length Thick (in) J DATE - - - 2. Positive reactions are as shown in the sketch. Foundation loads 4 D 3 1.6 0.0 6 -20 -1.8 4 0.750 8.000 8000 0375 0.0 are in opposite drections. 14 0.2 2.1 4 -1.6 -27 3. Bracing reactions are in the plane of brace with the H pointing � a 4 A 7 2.0 -12 2 -1.6 O0 4 0.750 8A00 B ODO 0375 0.0 al away from the braced bay. The vertical reaction is downward. ve+nr 14 -0.2 2.1 5 1.6 -17 4 C 9 0.0 -35 9 00 -3.5 4 0.750 8.000 8.000 0375 0.0 4. Reaction values shown are unfactored. APPRVL 12 0.0 42' 4 B 11 0.0 -35 11 0.0 -3.5 4 0.750 8.000 BLOOD 0375 0.0 5. Loading conditions are: 13 0.0 42 1 Dead+Collateral+Live 2 Dead+0.611fimd-Leftl 4 ileftl RIGID FRAME: BASIC COLUMN RFACDON4 (k) O.6Oead+o 6 NOTES 5 0.6Deod+0.6M4nd_Rightl Frame Column ----- Dead --Collateral- ----- Uve---wind_Left1--VAMJtightt---wind_Left2- 6 O.60ead+0.6Mnd_Left2 H H Line Line Horiz Vert Hartz Vert Horiz Vert Hartz Vert Horiz Vert Horiz Vert 7 0.6Dead+0.6wind_Right2 1 D 0.7 19 0.8 12 3.4 72 -11B -19.2 -1.6 -12.4 -11.0 -13.0 8 0.6Dead+0.6wind_Long1L IV IV 1 A -0.7 Ib -01 12 -3.4 72 1.6 -124 11.8 -192 0.8 -6.2 9 0.6Dead+0.6wind_Lang1R MAW 10 0.6Dead+0.6Wind_Long2L EWA Frame Column-wndj?ot2---wnd_Langl-WnLLong2-Seismic-LeN Seismic -light 11 0.6Dead+0.6wnd_Laagq2R Line Line Horiz Vat Horiz Vert Horiz Vert Hard Vert Horiz Vert 12 Dead+Col1ateral+F3PAT_LLI I D -0.8 -61 -2.8 -172 -4.1 -119 -0.1 -0.1 0.1 0.1 13 Deod+CoIWerol+FVAT 1i 2 RIGID FRAME: MAXIMUIL REACllons, MCHOR BOLTS, k BASE PLATES I A 11.0 -13.0 4.1 -1.19 2.8 -17.2 -0.1 0.1 0.1 -0.1 14 Dead+Callateral+F3PAT_1_3 Column-Reoctions(k) FromeColumn ----- Dead---0olMerol- ----- Urn---wind_Let1--YAnal-R htl---Wind_Ldt2- 15 0.6Dead+0.6wind.6ght2+0.6wind_Sue6on 16 0.6Deod+0.6wnd_Pressure+4.61Mnd_Long2L U Frm Col Load Hmaz V load Hmin V Bdt(in) Base P in) Bev. Line Une Horiz Vert Horiz Vert Horiz Vert Noriz Vert Noriz Vert Horiz Vert 17 lead+0.6wnd� ht2+0.6VAr�Suctm Line Line Id H Vmax Id H Ymn Oty Da width Lee n Thick (u) 2r D 0.7 1.8 OE 1.8 3.27.0 -8.8 -15.0 -1.0 -10.1 -&0 -8.7 18 0.60ead+0.6wnd1+0.6Wnd .Suction _ p A -0.7 1.8 -0.8 1.8 -3.2 7.0 I.0 -10.1 8.8 -15B 0.3 -3.9 19 0.6Deod+0.6wnd-Pmw rc+0.6wnd-Long1L (D CAI 1 D 1 5.0 10.7 4 -6.7 -105 4 0.750 BLOOD 1050 0.500 0.0 Frame Column -wind-Right2---wind-Longl-Wind..Lorg2-Seismic_Left Seismic3ight -Seismic-Long 10 0.6Dead+0.6windJtight1+0.6Wind_Suctan � N Line Line Horiz Vert Hors Vert Horiz Vert Noriz Vert Horiz Vert Horiz Vert 0 L Ln 1 A 5 U-10.5 1 -5.0 10.7 4 0.750 8.OD0 1050 0.500 0.0 2' D -0.3-39 -1.4 -16.4 -2.4 -142 -0.1 -0.1 0.1 0.1 0.0 -0.2 BUILDING BRACING REACTIONS • - 1 -5.0 10.7 5 6.7 -105 2- A 8.0 -83 2.4 -14.2 1.4 -16.4 -0.1 0.1 0.1 -0.1 0.0 -0.2 -� -+r�-) Frame Column ----- Dead -collateral- ----- Live---wnd_Leta--y6rd-R'ghtl---MFnd_Left2- i Reactions(k) Pane_%ear -wall - Col -Mind - -Seismic lb/ft) 0 I, RIGID FRAME: MAXIMUM REACTIONS, ANC110R Ban k BASE PATES Line Line Horiz Vert Horiz Vert Hod Vert Hartz Vert Hodz Vert Hartz Vat 4 D 0.0 0.4 0.0 0.3 0.1 11 -2.6 -4.9 26 -0.7 -14 -15 Loc Lane Une Harz Vert Harz Vert w Seis Note L J Column-Reoctions(k) 4 A 0.0 0.4 OA 03 -0.1 11 -16 -0.7 2.6 -49 -1.9 0.7 4 C 0.0 0.7 0.0 0.6 0.0 25 U -4.3 0.0 -63 0.0 -75 - - - - - - - - - L EW 1 N a J (n Ll_ L3_ Fm Col Load Hmax V Load Hmin V Bolt(in) Base--Plate(in) Elev. 4 B 0.0 0.7 0.0 0.6 0.0 2S 0.0 -6.3 0.0 -43 0.0 -4.6 F_SW A 2,3 51 3.0 0.3 02 Line - Line Id - H Vmax Id - H Vmin Oty (No width Length Thick (in) (h) - 4 0.750 8000 10.75 0.375 0.0 Frame Column -wind-Right2---wind-Long1--MFmdJjorg2-Seismic_LeR Seismic -Rot F3PAT-L-1- B�SW 0 3.2 &1 3.0 0.3 0.2 2r D 1 4.7 10.6 4 42 -7.9 Une Line Honz Vert Harz Vert Horiz Vert Horiz Vert Horiz Vat Hartz Vert 2 A 5 4.8 8 1 -0.4 -4.7 -8.8 10.6 4 0.750 8000 10.75 0315 0.0 4 0 1.9 0.7 1.6 -3.5 0.9 -32 -0.1 -0.1 0.1 0.1 0.0 1.1 4 A 3.4 -3S -0.9 -3 2 -1.6 -3.5 -0.1 0.1 0.1 -0.1 0.0 -01 (h)K* frame at end" _0 U 1 -4.7 -7.9 10.6 10 0.4 -8.8 4 C 0.0 -4.6 0.0 47 0.0 -2.6 0.0 0.1 0.0 -0.1 0.0 28 I � 4 B 0.0 -25 0.0 -16 0.0 -6.7 0.0 -0.1 U 0.1 0.0 1.1 � Q) 2' Frame lines 2 3 Frame Column F3PAT-LL_2- F3PAT-LL-3- F3PAT_LL 4- 0,) _0 t3 Q line Line Hodz Vert Horiz Vert Horiz Vert (D � -C (D. ENDWALL COLUMN: MAXIMUM REAC1Rk1S, ARM Banrk , BASE PATES 4 A 004 D '-0.1 01.1 -0.1 .1.4 0.0 -01 0 0 1 1.4 0.0 -02 4 C 0.0 1.1 0.0 1.1 0.0 1.4 Column_Reactions(k) 4 B 0.0 2.8 0.0 1.1 0.0 1.4 m Frm Lire Col tine Load Id Hmoz H V Load Vmax k1 Hmin H V Vmin BaN(in) Base-Plate(in) Elev. Oty Dia width Length Thick (in) 2' Frame lines: 2 3 CUSTOMER PROJECT I c 15 10 0.1 16 -1.9 0.1 4 0.750 B.000 Boon 0.375 0.0 17 20 0.2 Building reactions are based on the following building data: I B 15 20 0.1 16 -1.9 0.1 4 0.750 8.000 8.OD0 0.375 0.0 17 2.0 0.2 Width (ft) = 50 Snow Load (psf) = 0.0 4 B r 18 21 -3.1 19 -1.9 -19 Length (ft) = 70 Wind Speed (mph) = 140 v 4 C r 1 20 0.0 2.1 5.7 18 -3.1 16 2.1 -19 -3.1 -2.9 Eave Height (ft) = 16 Wind Code = IBC 18 x r I o.0 57 20 21 -31 Roof Slope = 2.0:12 Exposure = B rSw Rigid Frame Interior Column Rerlim Dead Load (psf) = 2.000 Closed/Open = Closed = c Collateral Load (psf) = 3 Importance - Wind = 1.00 Roof Live Load (psf) = 20.00 Importance - Seismic = 1.00 FRAME LINES: 4 frame Live Load (psf) = 12.33 / 12 Seismic Coeff (Aa) = 0.091 DOLUMN LINE (! } 1=J 4A :o ENGINEERING SEAL KEITH SHEDD 459 WOODLAND RD �- z ` This certification covers parts BATESVILLE, MS. 38606 m H ~f H -'IV H -'Iv H �IV fabricated and delivered by the PE# 48014 V manufacturer only and excludes such as doors, windows, P StiF'�., ENG BY: MNF CAD DET BY: WJD parts foundation design, and erection of �.,``N�\A ���c E Ns��a "' ,is ite i has heen elec onicalh CKD BY: TIC the building. Sealed drawings do 9 9 `�' No 48014 P E, LI and iDigit tl Keith P Shedd, �_ P.L. Digital Signature JOB NUMBER 821-1794 using a a and not constitute an agreement that date. Priniedcopicsofthisdoe nmcnt the signed engineer is acting as - _ are not considered signed and sealed p'; w; and the signature must be %erieed on the engineer of record for the STATE of •\��` a° c1c`ironrc copies A,� DWG NUMBER B overall project. aP: " `� ' °R' AB3 Of 3 0 I w c i Pain Pain Bolt d Saes 6 Al dw adore `(M OIAas Clip h off) Op (M o-) H"ff (a W—) lianga rot gym) Acce&ble Connection Methods Itn r5n c aP All fteod RDd Non —Acceptable Connection Methods Hanger Attachments for All Collateral Loads Acceptable and Non —Acceptable Connections PURUNS THIS BAY PURUNS THIS BAY PURLINS THIS BAY MARK — P-101 (U.N.) MARK — P-102 (U.N.) MARK — P-101 (U.N.) 4" PURLIN 2'-1 3 4' 2'-1 3 4' 4" LAP 2'-1 3/4' 2'-1 3/4' F-101—RF7-1(11 F-1M F-1R1 RFI-101¢ I I ¢1 I, Im RF2-101 RF3-10 I I i l I I 1 RF2-102 RF3-102 I ,I t 022 I it G1 II I I i t RFl-102 RF2-102 1� I _ CB_Ip3 ` �`� I I I I II t ' RF1-102 R172-102 I RF2-102 RF3-102 it I� I I �I I 11 I I II Hil I' 'I oroini orz 1n1 E-101 RF2-101 E-101 E-101 ROOF FRAMING PLAN ERECTION NOTES 1. Use (4/8) 1/2" x 1-1/4" A325 Bolts at Anti —Roll Clip Locations (See ') 0 I w 0 i W ENGINEERING SEAL 00 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. ANGLE TABLE ROOF PLAN MARK PART QUAN BA1 2X014GA 6 MEMBER TABLE ROOF PLAN MARK PART P-101 8X25Z16 P-102 8X25Z16 E-101 8 118E14 LD CB-102 1/4 CBL CB-103 1 4" CBL ROOF BOLT SCHEDULE: PURLIN CONN.— 1/2"4 x 1 1/4' A307 Flange Bolt (216 REQ'D.) EAVE STRUT CONN. — 1/2"0 x 1 1/4' A325 Bolt (24 REQ'D.) PURLIN CONN. 0 ANTI —ROLL CLIP— 1/2"0 x 1 1/4" A325 Bolt (48 REQ'D.) NI Bolts labeled as a 1/2" x 1" A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. FFTI 5 - KEI I H SHEUU 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 ttttltllll/f!// ��CN P C E N S�:• its ita t has been clectronicall� No 48014 sagmed and scaled b� Keith P_ Shedd. P.E. usute a Digital Signature and * * k = date. Prinlcdcopicsofthisdocument are not considered sinned and sealed %p STATE OF CUB and the signature must be %eritied on , O% am electronic topics. O N A, E�.� 0611312021 rJ0 REIFASE WSTORT —NO. Dare cow. rem eP REV.. a Pow APPRVL REV. W NOTES I LARK ENOR O �cNO N N �d O in M i O� U)L�i C: U _ 7_' N U C I � a) L -C C)-)- 0- Q) D O L 0 U N O M ICUSTOMERI PROJECT x ih H m wrn l7 Z G J m ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM JOB NUMBER: B21-1794 DWG NUMBER: B EP 1 of 13 Of Steel -- N I �n N N --- --- -- --- --- -- --- --- -- --- --- -- --- --- -- --- --- -- --- --- -- — I I I I 1 1 I I I t I I I &3/EP9 i I 1 I I I I I IT i I N � N -- ---4 --- -- ---4 --- -- --- --- 1--J--- I --- -- --- --- — I i I I I I I I I I I I I I I I I ROOF SHEETING PLAN PANELS: 26 Go. PBR — Golvalume OA 9° X 10'-0' MONOVENTS W/ BIRDSCREEN k DAMPER (3) REQ'D) Panel Lap 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. TRIM TABLE ROOF PLAN OID MN2K LENGTH QUAN 1 Ride Cap 1 2'-6' 18 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 `� •�\G E NSA ,is ile has been electroniealh signed and sealed b� Keith P. Shedd, NO 48014 = P.L using a Digital .Signature and * * = date. Printed copies of this document * — are not consideied signed and sealed p ' STATE OF �C/ and the signature must be,eritied on 0'•, !V au�� electronic copies. O R , '�I, t5'� .. �� 0611312021 �.,,E6NA� � ,1 RELEASE HISTORY mr mh—NO. F C Lo DATE cast. Pam dt REV. < u.NbT. I'F#ir a� xEv. W NOTES 1'IAR1C @!GRLn x c C l H } m �M Z G J m ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM JOB NUMBER: B21-1794 DWG NUMBER : B EP2 of 13 U N N L U i I � MO W CUSTOMER PROJECT 0) n w U 4" GIRT 1'-1 3/a" LAPS 1'-1 3/4• J2 70'-0"Out—To—Out Of Steel E-101 1'-1 3/4" E-101 4" G-109 I` G-110 / I G-109 I I I G-109 I G-109 @" I G /110 I RF1-101 I RF2-101 I RF2-101 I RF3-101 FRONT SIDEWALL FRAMING @ FRAME LIE A ET1 /EP9 (Gutter with 4 downspouts) 8 9 O3 4 5 6 7O 10 11 ❑ ❑ 2'-0- Panel FRONT SIDEWAEE SHEETING & TRIM @ FRAME LINE A" 7'-6" Girt 6 a 3'-6" a �E �E GL �a N N IT J J Trim And Sub —Jambs For (3) 3070 Walkdoors. Field Locate. (See A4/EP12 Details) PANELS: 26 Ga. PBR — Ash Gray TYP. ALL TRIM LAPS 6" I i NOTE: ALL TRIM HAS A QUANTITY OF (ONE) (UNLESS NOTED) All Bolts labeled as a 1/2" x 1" A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. t7 SW BOLT SCHEDULE: GIRT CONN.- 1/2"0 x 1 1/4" A307 Flange Bolt (32 REO'D.) GIRT LAP - AC-PN1 SPREADER WASHER (1 0 EA LAP# REO'D.) 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. TRIM TABLE FRAME LINE A OID MARK LENGTH OUAN 1 0 10'-6" 1 2 BT2 20'-6" 3 3 FL_ 18C 10'-6" 1 4 FL— 18C 20'-6" 3 5 1 FL-1BE 10" 25 6 FL-19 10'-6" 1 7 FL-19 20'-6' 3 8 FL-18AL 2'-0" 1 9 FL—i6CR 2'-0" 1 10 FL-18AR 2'-0" 1 11 FL-16CL 2'-0" 1 ANGLE TABLE FRAME LINE A MARK PART OUAN BA1 2X4X14GA MEMBER TABLE FRAME LINE A MARK PART E-101 8 1 8E14 LD G-109 8X25Z16 G-110 8X25Z16 CB-101 5 16" CBL FL-31F FL-31 FL-31 F 16'-6" FL-31F FL-31F FL-32 0/S See Sidewall Elevation For Downspout Quantity (See Also G40 Detail) Ktl I H SHLUU 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 P' SNFO�''i `�� �.•�\G E N S� its ite i has been eleconicall, tr No 48014 si sued and sealed be Keith P. Shedd, P.Ii. usnta a Digital Si,-pature and date. Printed COPics Ol'this document * — are not considered signed and sealed STATE OF t1/ : and the siauature nwst be vended on anv electronic eopics. NA� t��``` 06(1312021 RELEASE WSTORT c p DATE cast. ra�nr ptv_ a m w NOTES nARIC e+GR U Q) CAI Cal OLn �Ln fq )L O � E 3: U C C0 O U r (D a) U N O m CUSTOMER PROJECT x r m �? C J_ m ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM JOB NUMBER: B21-1794 DWG NUMBER B EP3 of 13 �E It x a7 n w U F-101 � F—tn1 �`) F-101 G-109 G-110 A DH-102 mi G-113 p - p G-109 c�110 I _ 'a I G-113 I L-------------------------=BAt__jG_901------ \ — ------- --- --------- I I I I C I RF3-101 RF2-101 RF2-101 RF1-101 IS-41 10'-0" 1 1O'—O' j BACK SIDEWALL FRAMING @ FRAME LINE D ET 1/ E P 9 (Gutter with 4 downspouts) 8 9 3 4 5 6 1 10 11 ❑ ❑ LL —U Panel Lap BACK SIDEWAEE SHEETING & TRIM @FRAME LINE D PANELS: 26 Go. PBR — Ash Gray TYP. ALL TRIM LAPS 6" I i 1 NOTE: ALL TRIM HAS A QUANTITY OF (ONE) (UNLESS NOTED) rn a— w U SW BOLT SCHEDULE: GIRT CONN.— 1/2'0 x 1 1/4" A307 Flange Bolt (40 REO'D.) GIRT LAP — AC—PN1 SPREADER WASHER (1 @ EA. LAP)(4 REO'D.) HA2 0 FRAMED OPENING — 1/2"0 x 1" AN HEAD BOLT (24 REO'D.) 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. ANGLE TABLE FRAME LINE D MARK PART QUAN BAl 2X4X14GA (G-90) 4 All Bolts labeled as a 1/2' x 1° A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. TRIM TABLE FRAME LINE D OID MARK LENGTH OUAN 1 BT2 10'-6' 1 2 BT2 20'-6' 3 3 FL— 18C 10'-6' 1 4 FL-18C 20'-6' 3 5 FL-18E 10' 25 6 FL-19 10'-6' 1 7 FL-19 20'-6' 3 8 FL-18AL 2'-0' 1 9 FL-16CR 2'-0' 1 10 FL— 18AR 2'-0' 1 11 FL-16CL 2'-0' 1 12 JHCT8 12'-6' 2 13 FL-22 12'-6' 2 14 JHCTS 10'-6' 1 15 Hi6 10'-6' 1 CONNECTION PLATES FRAME LINE D ❑ID MARK PART 1 HA2 MEMBER TABLE FRAME LINE D MARK PART DJ-104 8X35C16 DJ-105 8X35C16 DH-102 8X25C16 E-101 8 1/8E14 LD G-109 8X25Z16 G-110 8X25Z16 G-111 8X25Z16 G-112 8X25Z16 G-113 8X25Z16 CB-101 5 16" CBL FL-31F FL-31 FL-31F FL-31F FL-32 0/S See Sidewall Elevation For Downspout Quantity (See Also G40 Detail) 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 �� 6 •�� G E N SF . site i has been electnalicall No 48014 sleeted and sealed b}' Keith P Shedd, P.E. usme a Di_ital Signature and date. Printed copies of this document are not considered signed and sealed % STATE OF [</ and the signature must be Aeritied on 10 • (V am electronic copies. ,,n� c� 0 R 1 O P \�` '��;SiS�6NA` E osnsizoz� RELEASE MSTORY — ND. 5 � cArE ra�T. reRnr REV. a r. roar REV.RV. w NOTES Fl4RK @!GR x �j M_ jr ;5 M - U, l7 Z G J CID ENG BY: MNF CAD BY: WJD DEr BY: WJD CKD BY: JIM JOB NUMBER B21-1794 DWG NUMBER B EN of 13 U N N � � � � � i U � O � N O � � U N O m CUSTOMER PROJECT Q2" 12 50'-0"Out—To—Out Of Steel RFt-101 y y EC-101� y EC-102 RF1-101 I, 5'-4" � 6'-0" �, 5'-4" 13'-41 10'-0" 13'-4�, FEET EN DWALL FRAMING @ FRAME LINE Use (4) 1/2' x 1-1/4' A325 Bolts at Anti —Roll Clip Locations (See ') 1'-0" RI I /EP9 q 5 Lopnel 12 3 4 J � 2" 12 SG-101 2' 12 00 V) t 00 I CO 00 N 00 N 00 N LL 8 13 �' m ao olo �t m W W 00 t o 00 a \ U O cn 9 12^ 11 11 2O 0 6 1 7 12 10 1 1182 '-2 T1 /EP9 FEET ENDWALL SHEETING & TRIM @ FRAME LINE 1- PANELS: 26 Ga. PBR — Ash Gray NOTE: SHEETING ZEEs (SG-101) ARE SENT IN 10'-0" STICKS TO BE FIELD CUT & WORKED AT LOCATIONS SHOWN EW BOLT SCHEDULE: GIRT CONN.— 1/2"0 x 1 1/4" A307 Flange Bolt (36 REQ'D.) HA2 0 FRAMED OPENING — 1/2"0 x 1" FIN HEAD BOLT (16 REQ'D.) 1/4- PLATE 1/4' GUSSET (2) 5/8'0 A325 BOLT! 3" SLOTS COLUMN TO R.F. CONN. 9 BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH Columns Raf 2 A325 5/8. 1 1/2 TIGHTEN BOLTS AS FOLLOWS 1. INSTALL BOLTS AND TIGHTEN AS 'SNUG TIGHT'. 2. LOOSEN BOLTS 1/2 TURN. 3. MARR THREADS AT BOLT END OR TACK WELD NUT TO BOLT. TRIM TABLE FRAME LINE 1 ,X MARK LENGTH QUAN 1 BT2 20'-6' 2 2 FL-11 16'-6' 2 3 FL-16 10'4 2 4 FL-16 20'-6" 2 5 FL— 16B 2'-0' 1 6 FL-22 7'-6" 2 7 FL-22 12'-6' 2 8 HT6 10'-6' 1 9 HT6 7'-6" 1 10 FL-24 7'-6' 1 11 JHCT8 12'-6" 2 12 JHCT8 1'-6" 4 13 JHCT8 10'-6' 1 ALL TR MP LAPS 6" i I I NOTE: ALL TRIM HAS A QUANTITY OF (ONE) (UNLESS NOTED) 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. ANGLE TABLE FRAME LINE 1 MARK PART QUAN BA1 2X4X14GA (G-90) 3 BA1 2X4X14GA 3 CONNECTION PLATES FRAME LINE 1 ❑ ID I MARK PART 1 HA2 2 I SA1 MEMBER TABLE FRAME LINE 1 MARK PART EC-101 W8x10 EC-102 W8x10 DJ-101 8X25C16 DJ-102 8X35C16 H8—IX HEADER (12 GA) DH-102 8X25C16 DS-101 8X25C16 G-101 8X25Z16 G-102 8X25Z14 G-103 8X25Z16 C-104 8X35Z14 G-105 8X25Z14 SG-101 3.75X25Z16 All Bolts labeled as a 1/2" x 1" A307 Bolt Have been replaced with the Zinc 1/2' x 1 1/4' Flange Bolt and Nut Shown Below. KEITH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 te�has been electronically No 48014 signed and scaled ba Keith P. Shedd, UsingP E. Us, a Dieital'Signalure and * •• * date Printed copies of this document * - are not considered signed and sealed STATE OF lL : and the signature nmst be verified on O any electronic copies. �''SO R `�. S�ONA� E�,O% osnsizazt RELEASE tWSTORY NO. p DATE 3 fQKT. REV. T REV. < OMT. rear APPRVL Ln CD REv. W NOTES ruRu ENGR OC Y��~ Lr in 4n o J In ENG BY: MNF CAD BY: WJD DEr BY: WJD CKD BY: JIM JOB NUMBER : B21-1794 DWG NUMBER : B EP5 of 13 U O N O O m CUSTOMER PROJECT ,f�f2" 12 16'-8" 16'-8" T 16'-8" 2" 12 SG-101 H 3 C I 3 C I 3 C H RF3-101 EC-103 EC-104 RF3-101 5'-4' 6'-0" 1 5'-4" 1 6'-8" 13'-41 6'-8" d 5'-4" 1 6'-0' 1 5'-4' 1 RIGHT ENDWALL FRAMING @ FRAME LINE 4 Q2" 12 U O Use (4) 1/2' x 1-1/4' A325 Bolts at Anti —Roll Clip Locations (See ') 1'-0" RT1 /EP9 Laane OP s 4 5 4 5 - I - I I" N I N 'CO cD I N ao N CO I I I I I I N m N I ao N o t 1 0 0 l o t 1 0 l�l co tD ^ OO N N I N O� cc,00 r c0 2' 12 1 2 t 2 T1 /EP9 RIGHT ENDWALL SHEETING & TRIM @ FRAME LINE 4 PANELS: 26 Go. PBR — Ash Gray NOTE: SHEETING ZEEs (SG-101) ARE SENT IN 5'-0" STICKS TO BE FIELD CUT & WORKED AT LOCATIONS SHOWN EW BOLT SCHEDULE: GIRT CONN.— 1/2"0 x 1 1/4" A307 Flange Bolt (28 REQ'D.) HA2 ® FRAMED OPENING — 1/2"0 x 1' FIN HEAD BOLT (16 REQ'D.) TYP. ALL TRIM LAPS 6" I I I I NOTE: ALL TRIM HAS A QUANTITY OF (ONE) (UNLESS NOTED) 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. TRIM TABLE FRAME LINE 4 OID MARK LENGTH QUAN 1 BT2 20'-6' 2 2 BT2 10'-6' 2 3 FL-11 16'-6' 2 4 FL-16 10'-6' 2 5 FL-16 20'-6' 2 6 FL— 16B 2'-0' 1 7 FL-22 7'-6' 4 8 FL-22 10'-6' 2 9 HT6 7'-6' 3 10 JHCT8 7'-6' 11 11 FL-24 7'-6' 2 ANGLE TABLE FRAME LINE 4 MARK PART QUAN BA1 2X4X14GA (G-90) 3 BA1 2X4X14GA 3 CONNECTION PLATES FRAME LINE 4 ❑ID MARK PART 1 HA2 2 SA1 MEMBER TABLE FRAME LINE 4 MARK PART EC-103 w8x10 EC-104 w8x10 DJ-101 8X25C16 DJ-103 8X25C16 H8-1X HEADER (12 GA) 1,18-2 HEADER (14 GA) DS-101 8X25C16 G-106 8X25Z16 G-107 8X25Z14 G-108 8X25Z16 SG-101 3.75X25Z16 All Bolts labeled as a 1/2' x 1' A307 Bolt Have been replaced with the Zinc 1/2' x 1 1/4' Flange Bolt and Nut Shown Below. 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 P �` : •SAG E N SF• � pis ite ha, been eleclronicalh si ned and sealed by Keith P. Shedd, NO 48014 - P.G. using a Digital Si,-,nalure and date, Printed copies of this document * - are not considered sitied and sealed -33 ' STATE OF 1jJ and the siL�nature must be cen6ed on 41J : am cicclromc copies. 06/13/2021 ,,,,,ON AVo RELEASE HISTORY — NO. 5 DATE caw. � Pam 1M AE"` Ea. W NOTES MARK fi+GR U C N N Oi Ln r) - L L O U _ U) �' O U C:) U N O m ICUSTOMERI PROJECT 3C ti f � � m .7, vC;':R —kn H tn `. z 0 J m ENG BY: MNF CAD 8Y: WJD OEr BY: WJD CKD BY: JIM JOB NUMBER B21-1794 DWG NUMBER B EP6 of 13 STIFFENER TABLE Mark Stiff Mark Plate Sae I Width Thick Length RF1-101 I ST1 121/2 3/8' 16' MEMBER TABLE Mark Weight Wei 9 Length 9t Web De th Web Plate Outside Flange W x Thk x Len th Inside Flange W x Thk x Len th Start/End I Thick Lenath RF1-101 RF1-102 304 399 15-5 1/4 23'-2 15/16 10.0 16.0 16.0/16.0 16.0/10.0 10.0 10.0 0.164 0.188 0.164 0.164 13-10 3 4 1'-8 3/8 " 8'-4 7/16 15-0' 5 x 1 4 x 15-4 1 2 5 x 1/4: x 2'-0 5 16' 5 x 1/4 x 23'-1 ale 5 x 1/4- x 13-10 1 8 5 x 1/4' x T-4 5/8' . S x 1/4' x 14'-10 5 16 FLANGE BRACE TABLE FRAME LINE 1 v ID SJ MARK SIZE I LENGTH OFFSET 1 1 FB105B L2x2xl25 2'-7 3/16' 2'-4' 2 1 FB106B L2x2xl25 2'-8' 2'-4' 3 1 FB103B 1.2011125 1 2'-5 7 8" 2'-4' FLG. BRACE CONN.- 1/2"0 x 1 1/4" A307 Flange Bolt (20 REO'D.) SPLICE PLATES h BOLTS Splice --- Bolt----- Plate Size I (lark TOP Bat Int DaLength Width Thick Length SP-1 4 4 0 5/8: 2 1/4' 6' 5/8' 2'-0 3/4' SP-2 4 4 0 5 8 2' 6' 1/2 1 -6 5/6 6®3'-5347 B®3'-534" h 2° 12 12 8" 45-11" 8" 1'-4 1/2" Clear +/- 1'-4 1/2" 50'-0" Out -To -Out Of Steel D A RIGID FRAME ELEVATION: FRAME LINE L END FRAME EXPANDABLE TO 23'-4" Use (4) 1/2' x 1-1/4" A325 Bolts at Anti -Roll Clip Locations (See t) STIFFENER TABLE Mark Stiff I Mark Plate Size I Width Thick Length RF2-101 I S11 2 1/2 3/8' 14' MEMBER TABLE Mark Weight Length 9 Web Death Web Plate Outside Flange W x Thk x Len th Inside Flange W x Thk x Len th Start End Thick Len h RF2-101 307 15 -5 1 4 10.0 14.0 0.164 14 -0 9 16 5 x 1/4" x 15 -4 1/2!' 5 x 5 16 x 14 -0 9 16 14.0/14.0 0.250 1'-6 3 8' S x 5/16' x 1 10 1 4' RF2-102 390 23'-4 15/16' 14.0110.0 0.164 8'-6 1/8' 5 x 1/4° x 23-3 3 4' 5 x 1/4: x 8'-6 3/l6° 10.0 10.0 0.164 15'-0' S x 1 4 x 14'-10 5 16' FLANGE BRACE TABLE FRAME WE 2-3 D ID SA MARK SIZE LENGIH OFFSET 1 1 1`81048 L2x2xl25 2'-6 3/4' 2'-4' 2 1 M1058 L20125 2'-7 3/16' 2'4 3 1 1 F01038 L2x2xl25 2'-5 7 8' 2'4 FLG. BRACE CONN.- 1/2°0 x 1 1/4' A307 Flange Bolt (32 REO'D.) Q2. 12 SPLICE PLATES do BOLTS Splice ..... Bdt----- Plate Size Made Top Bat Int Dia Length I 4ldth Thick Length SP-1 4 4 0 5/8: 2 1/4' 6: 5/8� 1:-10 3 4' SP-2 4 4 0 5/8 2' 6 1/2 1 -6 5 8' `o 0 6®3-534" 6®3'-534" 8" 46'-2 7 8' 8" 1'-2 9/16° Clear 1'-2 9/16" 50'-0" Out -To -Out Of Steel D A RIGID FRAME ELEVATION: FRAME LINE 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. INTERIOR FRAME Use (8) 1/2" x 1-1/4' A325 Bolts at Anti -Roll Clip Locations (See ') 2" 12 2-3 NI Bolts labeled as a 1/2" x 1" A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. KLI I H SHEUU ' 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 `��x,utttuzj� P i G E Q `� •.��NSF•. ,is ite ,has heen clectronicalk No 48014 signed and seakd be Keith P Shedd, P G. usn1�, a Dieicd Signature and * •• * date. Pnnlcd copies of this dOCnn,Cnt * - are not considered signed and sealed - ' STATE O F 7 21/ Z and the sianatme must he \ended on - o'• <(/ an, ciccleonic copies. c<0RlOp NAt ` 06/13/2021 RELEASE WSTOKY - No. p DATE i copsr. ,tvA ffl dS Rvl REv. ftv. REV. W NOTES nARlc ENGR In Ln x G C v tn en W� Z C In JOB NUMBER B21-1794 DWG NUMBER : B EP7 of 13 U Q) N N O i O m CUSTOMER PROJECT ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM SPLICE PLATES & BOLTS Splice -----Bolt----- Plate Size Mark Top Bat Int Da Len Width Thick Leno SP-1 4 4 0 5/8' 2' 6" 3/8' 1'-4.1/8' SP-2 4 4 0 5 8' 2' 6' SIB- 1--4 FLANGE BRACE TABLE FRAME LINE] 4 0l0 SIDES MARK SIZE LENGTH OFFSET 1 1 FB101B L2x2x125 2'-5' 2'-4' 2 1 FB102A L1.25 2'-5' 2'-4' FLG. BRACE CONN.- 1/274 x 1 1/4' A307 Flange Bolt (16 REQ'D.) �P 6a3-534r 6®3'-534^ Q2" 12 MEMBER SIZE TABLE MARK MEMBER LENGTH WEIGHT RF3-101 W8z10 15 -5 1 4 183 RF3-102 CIO23'-11 8" 275 EC-104 W8z10 17'-5 7 16' 193 EC-103 W8z10 11'-5 7 I6' 193 CAP PLATES Call ------Bdt----- Plate Sae Id Da MAdth Rack EC-104 4 S/8: 11/2" 6" 1/4: 8: EC-1Q3 4 5 8 1 1/2- 6' 1/4- 8 STIFFENER TABLE Plate Size Thick Len th iMark±Markdth 21/2 1/4: 71/2'. 2 1/2 1/4 7 7/16 2"'L�, 12 RIGID FRAME ELEVATION: FRAME LINE 4 END FRAME NON —EXPANDABLE Use (4) 1/2' x 1-1/4' A325 Bolts at Anti -Roll Clip Locations (See I INSTALLATION PROCEDURE 1. WHLE PANEIING ROOF, OUT RIDGE CAPS FOR VENT WRING AT DESIRED LOCATION. DRDSCRI]?! RIDGE VENT IENCKIAP (1) RIDGE CAP 1'-0' LEAVING A 10'-0' OPENING. 3. APPLY CONONt10US STRIP Of MASTIC ACROSS BOTH ENDS OF WRING AS SHOWN. �---- 4. PI/CE O 1 CLOSUIE ON MASTIC ALONG EACH SIDE APPLY ANOTHER STRIP OF MASTIC ON TOP OF CLOSURE 5. IFDAMPER IS USED, ATTACH CABLE TO OPENER CARL 6. 0VENT IN PLACE, OVER BOTH PANEL SIDEIAPS & ATTACH FAA14MAKIR6RIB OF ROOF PANELSUM ( PER EACH END AND (1) ON RIDGE EAK �3/1S' NCR � O/S CLaSURE PUR r/ 3/4" MASTIC T&B END CAP MODIFICATION FOR ROOF PITCH GREATER THAN 1/12 END CAP IS FACTORY PRE-CUT TO 1/12. THE THREE DOTS EMBOSSED IN THE END CAP REPRESENT 2/12, 3/12 & 4/12 ROOF PITCHES. SELECT THE APPROPRIATE DOT TO REPRESENT THE -CD ROOF RICH, SCRIBE TWO LINES FROM THE LOWER CORNERS OF THE END CAP, INTERSECT AT THE DOT. REMOVE THE AREA DESCRIBED BY THE SCRIBED LINES AND INSTALL THE END SKIRT AS REQUIRED. EYEBOLT 3/16% 2"x 1/2" r/ OBL. NUTS. EYEBO� 'S' HOOK (T)3/16'z 2'z 1/2' r/ OBL NUIS. EYBOLT CABLE "S' HOOK 3/16% 2% 1tULO CARE 1 1/2' qA PULLEY r/ DBL NUT CHILE 1 1/2' DA 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. INSTALLATION OF OPERATOR CABLE RIDGE VENT (9" x 10'-0") NI Bolts labeled as a 1/2" x 1' A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4' Flange Bolt and Nut Shown Below. 9 KEITH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 F) S&FOB''•. �♦ �.•�AC' E N S'�• �ITiis lie I has been electrcnicalh sieued and sealed In Keith P_ Shedd. - No 48014 P.E. usinsa Digital Signature and * * date. Printed copies of this document 'fl . * = are not considered sieued and sealed -33 ' STATE OF [V and the s,unatuie must be xeritied ou 1 O .. !V : am' clectionic topics. i,T�.T� O R 06/13/2021 RELEASE MSTORY r s m Omar —NO. S p DATE i P raw. ga d remri APPRYL REv. W NOTES HARK rq ENGR x m r y -r 2 r— } l7 C J m JOB NUMBER B21-1794 DWG NUMBER : EP8 of 13 B U 0) N J O -0U U � � I � � N O � N � 0 U f\l O m CUSTOMER PROJECT ENG BY: MN CAD 81': WJD DET BY: WJD CKD BY: JIM And Pond 112x-SD.Sam- IV Panel 0 6' O.C.) Attach Bose Angle To Floor rr/ 1/4' Set Pea Or EqA (Pia Are By Othas) r Base kw)e 811 Hold Panel 1/4' — — Off TOM Caaado Floor (ay a-) Base Trim- BFL DBase Detail w/ Angle & Trim J12x_SD.SCfM (1r O.C) M TRY 112 z (12' O.C.) JAMB CAP TRIM Roof Pan! Rake Trin Em �GuB r ILIA I I NOTE � 11 � � �FRa IrotaO l#ATa NOTE \`rkdalklim or F� Rake e Trim Uim PaMh out" Fnd�aO Coma Trip Pol& Corner Box Connection Detail Sheeted Walls NI Bolts labeled as a 1/2' x 1" A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. 17 NI Screws are "w/ Washers" unless noted otherwise. Note: For Clarity Of Detail, Insulation Is Not Shown 1/4-14 x 7/8' S.D. Sa1EW (24' O.C.) COUr0a SnW (R-180 36' D.C. 3 1 1 1 2 ►5DE CLOSUIE w/ 3/4' Tf MASK TOP d: BOTTOM 1/h14 z 7/8' SD. Sa+EM (2 P[R SIRAP) FAME TRN (F1-19) 'PBR' ROOF WE 1/ht4 x 7/8• SD. 112 : _ SD. SCBEM SCREW (12' O.C.) (6' or.) CULLER (FL-I8C 112 x _ S.D. SCREM 00649OIR (FL-31) (12' OD.) Fs1D-0 M HT GI M WE SW DONt&W STIV (FL 310 WNL PANEL 1/4-14 x 7/r S.D. SM 1/4-14 x 7/8' SD. SCREW (1 1 SRUP) EAVE SECTION w/GUTTER F1 11 (SHEETED SIDEWALL) wa PREL 112 x - S.D. SCMYS, - -- (12 O.c) " TRIM IHCT_ CAP 1PoM-- J12 x _ S.D. SM MS, (1r ac) HEADER CAP TRIM I7 ' sD. StREw 14x7IT SD . ii' PN(L NSUAlT N • 3/8��1��Ir 7r r4lirr 7, r t41 rT 71 tt I/4-14 z 7/8' S.D. SCAEWS 3/8' M4SOC M'0 z 11/84' SD. SCREM W ROOF PNFL WE 1PoM (FL-16) (01E P IYUSIIPPORT) ROOF Pl6nN 112 x _' SD. SCREWS a o (12' O.C) 1/4-14 x 7/8' SD. SCRFM 1 d O I rmL/F= 1N LtP OUISUE CEOSRlEwAt1 PAt(L F1tN1E RAf1ER SIEER t!E �. RAKE SECTION ,J (SHEETED ENDWALL) J 12 x _ SD. SCAEMS, CAP TRW (12' OG.)A F10- TRIM 12 z _ S.D. SCREM'S, J (I2' O.C) MALL PAIQ GT45.4 SILL CAP TRIM i P "� i SECTION THRU DIE -FORMED RIDGE CAP SECTION THRU RIDGE (1;12 — 4:12) VIJ 2'-6" RIDGE CAP SCREW INS. THICK. 12 x 1-1 4 0- 3 12 x 1-1/2' 4' - 5' 12x2' 6" 04EI" WIDOW FIELD BEND 0 S-V FR011 RAI4= IHEN 6,-T al Peak Box ( -0!�1 Fidnd Prods Peak Box Detail Sheeted Endwall OKrBon wII&rr Field Bad 3'-0' From Da.. n.. w Cs' nr I= CAP - � » Ch Panel CP D.HM Detail of Gutter to Downspout Attachment Standard Condition ,XM SW SRY" CUTLER ifRW ffIva W WG IS AT Dal PME SIO[LW G14.1 DETAIL OF GUTTER OVERFLOW WINDOW 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. GIRT 'R' ENDWNL PMEL J12 z _ SD. SCREWS _ CUP 12' O.C., TIP. ia fm FRNE COLUMN U-5 S.D. S", T)P. 3.75" x 2.5Z16 STUB GIRT j I RT CUP All GOTT SHEEDNG ANGLE (SAI) I I I TO( 15 S.D. SCITEWS, TYP. ®1 112 z _ S.D. SCREWS ONE 0 EACH SUPPORT, 1/4-14 x 7/8' S.D. SCF(WS, (12. O.C.) - CORNER TRM (FL-11) �ls 12 x _ S.D. SCREYTS ET-BACK 12.O.C., TYP. SR; kL PMffL tnR/F CORNER SECTION (BYPASS SIDEWALL) w/ 4" SETBACK ("R" PANEL) 2" @ 8' Member 2'-3k' 2-1/2' @ 9' Member 3" @ 10' Member 4" @ 12' Member 1�4x 10' 4' 10' I r warner Standard 21-3 1/2' Girt Lap '1 All Eiolts are 1/2' x I' A307 2' @ 8' Member 4-3�' 2-1/2' @ 9' Member 2'-]V 2'-I�' 3' @ 10' Member 4 4" @ 12' Member I141 I'-10' 4' 1'-10' 1x G9 2 Standard *-3 1/2" Purlin Lap All Bolts are 1/2' x I" A307 KEITH SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 1111111IF111" J, NO�Ay t P S/yF0 4 . 0 E N 8F•.O �ITti, ile t has been electronicalb, signed and sealed b% Keith P Shedd, No 48014 P-F, usim, a T)ieital Signature and * * date. Printed copies ol'this document 't = arc not considered signed and sealed STATE OF (U �Z and the Stgnaturc nuut be %untied on o . (V : anv clectromc copies �S/ONALE�.�� os,taizazt /" I81111r10"', RELEASE WSTORT - No. o p PATE Caw. Pacrr APPR& REy. ga ti eEa+T W Norm MARK BIaR 7C f � - ti FW- 0 J m ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM JOB NUMBER: B21-1794 DWG NUMBER : B EP9 of 13 U N N L Q N L � � a� � 0 U N 0 m CUSTOMER PROJECT The spreading washer must Wide Fig be installed on the First bolt/girt of a lapped condition. Narrow Fig Insert bolt under clip and through hole in first girt; then place washer onto the Narrow Fig bolt. Place the lap girt and tighten nut onto bolt. Wide Fig Install second bolt and nut. / Narrow Fig Wide Fig No -row Fig Second Lopped J Girt F. Indicator Arrows (7) 1/2' x I' A307 (Always Point to the Wide Fig) First Lapped Regd at all Girt Purlin Laps R/F or EW Column r�i� I Narrow Fig 4At3O7 dFig Narrow Fig Washer 1/�10'7 with Nut 1/2' x I' R/F or EW Rkd oIndicator Arrows I Column Girt Laps (Always Paint to the Wide Fig) All Screws are 'w/ Washers' unless noted otherwise. #12x— S.D. w/o Washers #12x_ S.D. (@ each Pur9in) O.C. i/4-14z7/8" S.D.r Roof Angle (ESAI) Fig d' @ Side Lap Purlin @ Top Of Endwall #12z_ S.D. I/4-14x7/8 S.D. 1.0 @ Side Lap 3 Nigh/Low Eave Strut ,j (Lowside Shun) @ Top of Sidewall Section @ Standard Purlin Lapping Girt Lap Bolts @ Column Plate Section at Standard Girt Lapping 1/4-14x7/8' S.D. G7 Gz2 @Side Lap All Screws are 'w/ Washers" 3 #12x— 5.D.r ZEE Girt JTCI shop welded to Jamb unless noted otherwise. (11-0" Use (6) #12 x 1Y4" S.D. Screws w/o was 36 � I/4-14z7/8 S.D. to attach to Eave Strut. Eave Strut 2Y4' 7 ' 4 ' 7 ' 4Y' 7 ' Y 2Y" g �o @Side Lap T T �i Er T T T T T T T 1/4-147/8" S.D. @ Side Lap I/4'-14x7/8' S.D. #12 x _' S.D. #12x— S.D.r ZEE Girt (30" O.C.) tY (II-0" O.C.) @ Base 4 Panel Lao 1/4-147/8' S.D. 36' ko @ Side Lap 2Y4 q�" 12' 12" Y' m See Base Detail for actual base condition. BAI w/ T T Header holes in Jambs T T d' 1/4-147/8' S.D.T @ side Lap sheet notch shown for screw attachment clarity only. to be field located _ #12x— S.D. and field drilled. 1/4"-147/8" S.D. #12 x _' S.D. (6' o.c.)-fl Base Angle HA2 NA2 (30' o.c.) @ Eave Strut !Intermediate Girts I/4-i4x7/8' S.D. (4) Yz 0 x 1" F-Head Bolts w/ Nuts @ Side Lop Header (DH-) per HA2 (2 @ Jamb, 2 @ Header) PBR Wall Panel Fastener Layout Fastener Layout at Screw -Down Panel p i G2o.1 q G171 w/o Liner Girt Sill (DS-) If Regd Jambs to be sent with base plates HA2 HA2 IF it is clear the jambs will begin JTCI sent loose at the Finished Floor. (6) #12 x Q4l S.D. Screws w/o Washer (12) Total per Clip Aq Field Located Framed Opening @ Sidewall "I (Non -Fan Fro ned Opening) to be sentdong to bested Jambs are to be sent long to be field cut as read. (6) #12 x Q4" S.D. Screws w/o Washer (12) Total per Clip JTCI sent loose Girt' Jamb to Girt Connection Bottom Condition NI Screws are "w/ Washers" unless noted otherwise. Note: For Clarity Of Detail, Insulation Is Not Shown SCREW INS. THICK. 12 x 1-1/4' D- 3 12 x 1-1/2' 4' - 5- 6— Jamb to Girt Connection Top Condition NI Botts labeled as a 1/2" x 1" A307 Bolt Have been replaced with the Zinc 1/2' x 1 1/4" Flange Bolt and Nut Shown Below. 9 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. I: Feld cut 2x4xl4Ga Angle to length. Install all ogle 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. _ RaoF Plcwie _ — I 2' Leg, Eave 3" Strut 2x4x14Ga Angle (4) #12 x I I/4" S.D. Screws w/o Washers (Typ each End) d Overhea Door .lanb� 2x4xl4Ga 4 (4) #12 x 1 1/4' S.D. Screws Angle w/o Washers (Typ each End) 16.1Eave Strut b, s1 Section at Angle Brace Above Overhead Door Screw Down Roof w/o Strapping Screws are 'w/ washers' ess rated otherw se. 36' q 7P' 4?• 7Y 4?' 7Y 21' 21' T T T T T tl4'-14x7/8' S.D. 112 x S.D. (• a.c.) 0 Eave Shut. Pond lap @ Peck Purlin 36• A. 90' 12' 12' 21' _ 1/4'-147/8' S.D. 112 it _ S.D. (30' o.c.) 0 hteanedWe PurGn Stitch Screw 1/4-147/e S.D. 3/8' mastic (30' o.c.) (Wet Side Facing Down) cts PBR Roof Panel Fastener Detail KEI I H SHEDD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 P r Sty ty����, ..�\G E N SF• tis ite t has been electamicalk No 4801 4 'rued and sealed bk Keith 1�', Shedd - No usur a Pieilal Si nature and * ' * dale. Printed copies of this docummnl are not considered signed and sealed XZ p STATE OF <L/ and the smnature uuut be verified on (v : am cicetrome copies. .� RELEASE HISTORY HATE ra�sr. ream errWL Ev- wa casr. m ream W W Nom ill MARK 04R �c r � C. < �r ;5 �, - H m } Imi tin tn l5 �0 Z G m JOB NUMBER B21-1794 DWG NUMBER : EP10 of 13 B U N N L � C _ � U 0 � I � O N O O � N � 0 U N O m CUSTOMER PROJECT ENG BY: MNF CAD BY: WJD DET BY: WJD CKD 8Y: JIM Cut 'X' at each downspout location ad bend tabs down for dowtspout attachment. (3) Pop Rivets One at each side ad one at front.1 Attach strap to Bldg with (1) 1/4- 14 x 7/8' S.D. Screws and (1) Tek 5 S.D. screw at open well Field cut downspout to match gutter bottom argle. (3) 1/4-14 x 7/8' S.D. Screws (One at each side ond one at front L'..•"�'�"ie *•may° (Loo, Clip) Gas Rqd� (Loos' n I-,_ Framed 02mina @ Sidewoll Eave Strut (6) R12x1k4 S.D. Scree (6) #12xQ4 S.D. Screws w/o Washers w/o Washers kin i l 4 jI I fi Door. I Jamb 4-A j I Jamb l i Section 'A' Section 'A' (@ Eave Strut) (@ Girt) Section 'B' Clip) .ter x IV A325 Bolts Nuts t (2) Washers j j / Doo±11 Girt—i (Loose Clip) I Door kmb -Elbow ro—Door pleader Bend strap up at both sides 74 of downspout ord attach with— (1) 1/4-14 x 7/8' S.D. screw at each side. Vzl" A307 Bolts I I (4) k� m x I" -Head Bolts w/ Nuts w/ Nuts I per 1IA2 (2 @ Jamb, 2 @ header) Section 'C' Section 'D' Downspout Details Overhead Door Framed Opening Details J.�v All Conditions REMOVE EXCESS INSULATION FROM ROOF ROLL WHICH EXTEND PAST EAVE STRUT AND FOLD VINYL TAB BACK OVER INSULATION fREMOVE EXCESS INSULATION FROM WALL ROLLS DOUBLE FACED WHICH EXTEND PAST TOP OF EAVE STRUT TAPE AND FOLD VINYL TAB BACK OVER INSULATION. BASE ANGLE—, OR BASE CHANNEL REMOVE EXCESS INSULATION TO PREVENT THE PANEL FROM BULGING. INSULATION MUST BE ,-CUT OFF AT FINISHED FLOOR, NOT AT BOTTOM OF SHEET NOTCH. DOUBLE FACED TAPE INSULATION DETAIL G19INSULATION NOT BY ACI 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. NI Bolts labeled as a 1/2' x i" A307 Bolt Have been replaced with the Zinc 1/2" x 1 1/4" Flange Bolt and Nut Shown Below. KE I H SHE.DD 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 .����ll \AN , P �i �� .•SAG E N SF• � pis ile t has been electroniealh No 48014 '�°�'`1°d sealed bs Keith P_ Shedd. F-G- using a Digital Signature and * t * data printed copies of this document * - are not considered sisued and sealed STATE OF <C!: and the Signature must be %en ied (,it amelectronic copies �'�•,S�ONA� ����` 06/13/2021 O 0 N � Ln C" O Ln Ln ro U L O O - —p U C) E I � (D (D ( Q C11 U N O m CUSTOMER PROJECT x tn FW- tA } N Z a m ENG BY: MNF CAD BY: WJD DEr BY: WJD CKD BY: JIM JOB NUMBER : B21-1794 DWG NUMBER B EP11 of 13 f GIRT 6' 11 T-0• 8• SURFACE BOLTS h SUB A (8X2.5C1 1N O INTERMEDIATE GIRT SU8 JAMB (Ba%16) WAU( DOOR JAMB Mk�l IRE Jamb 11IPIlA1L Nl LVIAINAYJ) ��VWN(2) ANCHORS PER AB 1/2' I WEDGE ANCHORS e MIN (2) ANCHORS PER SUB-M 1/2• I WEDGE ANCHORS FLOOR ANCHOR CONDITION DOOR NUAL M NOTES i) FEID IOCAIE DOOR F IPPIUBIE 2) NIRANF£ NA65 AX%NOWIO TD R'OIIIED SNNG, THEN FASON FEIDER TO JA18. 3) AFM ASgMBItIG FWIIE, R)CE IN POSIROR WM AI41 NUMB, HDFG DOOR PANEL 4) FASTEN DOOR FRIJE TO OBIS MIN SGI015 OR TACK Wt7DNG. 5) FASTEN WTMN OF OOOR AM WIN 1/2' N x 2 3/4• WBIOE Mrd MIS. 6) IGA L THRMW AND DOOR I MAFE n NSTAU. CEE (SIA,WRIS) NSOE OF DOOR JAM AND WREN AS SHOWN- 8) SUB 40 TO ROOK W/ I/2• 0 x 2 3/4' 1100 MCINIRS. 9) FASTEN TOP C1P TO ORE USK (6) 112 x 1 I/4' S.D. SUM W/0 WA9HEF6_ 10) RASH DOOR OFFING ACCOIDNFAY. DOOR FRAME ASSEMBLY (10) 1/4• x W, SELF.TATK HD(HEAD SCREWS LOCATED AT 1 ,5,8 1/8,20',32-,44-,56-,68',80', AND 90 1/2- FROM THE SILL (INCLUDED IN DOOR PACI(AGE) 1/2' WEDGE MICHOR DOOR JMID 1 r MPICAL AL LOCATIONS) WEDGE ANCHOR LOCATIONS ARE FOR REFERENCE ONLY (FIELD LOCATE) SUB -JAMB (BY MOM) ' ' ' FASTEN JAMB O TED W1' (-,8 /8-#12 x _' S.D. SCREW56'.685 ■/WASHERS. LOCATED AT 1',5•,8 1/8',20•,32",44•,56',68',80•, 4 + - AND 90 1/2' FROM THE SILL (PROVIDED BY MBM) WEDGE ANCHOR LOCATIONS NOTE. THE DOOR FRAME HEAD SHA.L BE ATFACHEO AT THE INTERIOR W/(5) I10x1', SELF -TAPPING, HEX WALL PANEL HEAD SCREWS R 1• FROM JAMB AND 12' O.C. THEREAFTER. 1 (INCLUDED IN PKG). AT THE EXTERIOR USE 112 z -' S.D. \ SCREWS W/ WASHERS LOCATED 1' FROM JMIB AND 0 10' O.C. DEREAFm (Pam BY MOM) 112 x -' S.D. SCREWS W/ WASHERS (12' O.C.) HEAD TR81 (HT6)— t �• SECTION THRU HEADER A4 WALKDOOR FRAMING AND TRIM DETAILS (DIAMOND "GEM" 150 MPH WALKDOOR DETAILS) (6) 112 x 1 1/4' SD. SCfIEWS W/o WASHERS ITT 7, 0, SHOP WELDED CLIP SUB- M6 SUB JAMB ATTACHMENT j DOOR JAMB TER JAMB TRIM 6 S R41 PANEL FRAMING ELEVATION 3' 2 1/2• I.' DOOR WIDTH + 2 1/2' . I. DETAIL OF WEDGE ANCHOR LAYOUT 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. DETAIL @ DOOR JAMB R JAMB INUM MD SILL DETAIL SWING —OUT DOOR SILL DETAIL SWING —IN DOOR KEI I H SHEUU 459 WOODLAND RD BATESVILLE, MS_ 38606 PE# 48014 " irA P P AT' S'"If, o \G E NSF its ite i has been electronicaR. No 48014 signed and sealed b� Keith P. Shedd. P.E usms a 1)ptal Signature and * ••• * date. Printed copies ul IhiS document * = are not considered signed and sealed ' STATE OF ([/ and the signature must be verified on anv electronic copies. NA� E�`�. os13/2021 RELEASE WSTORY r Jo va1H—NO, DATE CLN5T. Pam APWNL REV, a CLNST. PEFM APPRVL REV. W NOTES rulnc ENGR x C t\ - S `` U1 kn c J in JOB NUMBER: B21-1794 DWG NUMBER B EP12 of 13 U Q) N � � J � � O Li N O a) L � U N O m CUSTOMER PROJECT ENG BY: MNF CAD BY: WJD DET BY: WJD CKD BY: JIM #12 x 1 I/4' S.D. Screw W/O Washer (One Per Support) Rd j0 0 1 (2) 1/2'X 1 I/4' Angle I A307 Flange Bolts io X Flange Brace Steel , Line 0 1/2'X 1 1/4' 1 A307 Flow Bolts 1 Sere Rigid Frame Dugs. Erduwll Rafter �a SECTION THRU ENDWALL RAFTER RIGID FRAME RAFTER (1/2 or Full Load) Sidewall Girt 1 I Rigid Frame Colum I Endwall tL C O 1 __—_—_ _J______ SAI 1/2' x 1 1/4' A307 Filler Flage Bolt (TYP) Tek 5 S.D. Screws Girt w/o Washers n1e Girts to RFrome Corner Column LJ I J Byp ns SW, Fran Inset To EW R� #12 x 1-1/4' S.D. Angle % Screw w/o Washer �Eavestrvt / Support --------------- 1/2' X 1-1/4' �Ewestrut A325 Bolts 1 1 I I I I I I I Rigid Frame Comer Column 1 Steel I See Rigid Frame Come Colum Line 1 Plan Side View Front View �i't Eam Eavestrut to Rigid Franc Comer Colun Lowside, Bypass Cable Wrap -/ Eyebolt Slot In Web Column or Rafter Web Bracer or Hillside Washer Flat Washer Q2 Cable Brace Detail Tighten Botts As Follows: I) Install Bolts Snug Tight. 2) Loosen Bolts 1/2 Tun. 3) Marr Threads At Bolt End Or Tads Weld Nut To Bolt. RF Endwall Rafter Slotted Clip Typ. (2) 5/8'x 1 1/2' (2) 1/2'x 1 1/4'- /4' A325 Bolts With 7 A325 Bolts With l Washer Slot Side Washer Each Side ' t Structural Cee Emwall Endwall Column Column B19 ENDWALL COLUMN TO RAFTER Endwall Column To RF Rafter Bottom Flange Clip (7) 1/2'x 1 1/4' A307 Flange Bolts At Purls Lap Indicator Arrow '%., Points To Wide �� "kT Flange. Alternate Bays. �\ \ Frame _ f Flair Braces May Be ReW red On Both Sides OF Frame. See Rigid Frame I/2'x 1 1/4' A307 Cross Section Drawing. Flage Bolt (TYP) t -2)) Roof Purlin 4 Flange Brace Detail �Interior Rigid Frame 1/2'x 1 1/4' A307 Flange Bolt (Typ) Door Janbt a- Walt Girt K3 W°II Girt To Door Jamb Frame `Eiolts, See Cross Section For Size -----Interior Column V2 INTERIOR COLUMN TO RAFTER Rigid Frame Endwoll Rafter 1 5/8'x —' l25 Bolts Endwall Column Side Front B20 ENDWALL COLUMN TO RAFTER Structural Column W/ Cap Plate To RF Rafter Wide N NaTaw Flg V4' Gusset Narrow Fig '.r Plate Wide Fl9 Narrow Fig Wide FigNarrow Fug (8) I/2' x I I/4' A325 Irklinstw Aff0us Redd at all (Alm Point to the We Fig) Pufn Laps Section @ Anti -Roil -1/4' S.D. 'o Washer Front View Side View L3 Door Jamb to Eavestrut Lowside NI Bolts labeled as a 1/2" x 1' A307 Bolt Have been replaced with the Zinc 1/2' x 1 1/4' Flange Bolt and Nut Shown Below. Structural Endwall Column 1/2' x 1 1/4' A307 Flange Bolt (TYP) r—T ---I 1 0 O O O I 1 I I I I I DLO o o O� Endwall Cams C� Girts to Structural Endwall Column Flush f Flange Braces May Be ReWired On Both Sides '' A307 OF Frame. See Rigid Fran (TYP) Cross Section Drawing. �ainIndicator rim KFlaW Arrm Points To WideFlage. Alternate i �BBays. 1/2'x 1 1/4' A307 J e Bolts At Girt Lap 1-, \Sidewall Girt 4 Flonge Brace Detail t'IL Bypass Guts 1/4-14 x I' Parake a12 x 1-1/4' S.D. Mead S.D. w/o Washer Wall Girt Screws w/o Washer 12' O.C. 12' O.C. Note: Do Not Cut Girt Flage to Header Sleeve Install Header H- If Redd. See Elevation Wall Girt -� Wall Girt (( A2 x 1-1/4' S.D� Screws w/o Washer Door Front View Side View I n \ Door Jamb to Wall Girt LV 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. I& x 1 1/4' A307 Flaw Bolt (TYP) Structural Endwall Column r o i I I LO o Bidwell Girt C15 Girt to Structural Endwall Column Flush I/2' X 1-1/4' A325 Bolts (.alum Side View Front View 9 Eavestrut to Rigid Frome Colurym Lowswe, Bypass dDoor Jamb Loose HA2 Clip O O Header _ _ Door J Jamb Header(4) I/2' z I' FLat Head Bolts Top View Head View �I Header to Jamb Loose HA2 Clips KLI I H SHLUU 459 WOODLAND RD BATESVILLE, MS. 38606 PE# 48014 ,,``tl111 P 1 S/14� , � ����G E N SF s suer n has been electronicalh No 4801 4 signed and scaled b\ Kcith P. Shedd. P.E. usm, a Digdal Signalurc and * * - dale. Printed copies of this document * �' are not considered signed and sealed STATE OF 44/ and the slynature uuut be ti°clinical on '0- 40 : anv electronic copies. iONAi E���. osn3zozl RELEASE HISTORT NO. Y DATE COST. F Pam $ AMMi ply.Wow a rune REV. REV. m NOTES MA171C ENr.R x I C t� M H } N C J m JOB NUMBER: B21-1794 DWG NUMBER: B EP13 of 13 U O N L � � O LJ_ U � � N O —� � O m CUSTOMER PROJECT ENG BY: ENG BY: MNF CAD BY: WJD DL? BY: WJD CKD BY: JIM 6/29/2021 CHAPTER 4 SPE JAL L ,AILED REQUIREMENTS BASED ON OCCUPANCY AND USE, 2020 Florida Building Code, Building F]414.2.51-lazardous material in Group M display and storage areas and in Group S storage areas. The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid hazardous materials permitted within a single control area of a Group M display and storage area, a Group S storage area or an outdoor control area is permitted to exceed the maximum allowable quantities per control area specified in Tables 307.1(1)and 307.1(2) without classifying the building or use as a Group H occupancy, provided that the materials are displayed and stored in accordance with the Florida Fire Prevention Code and quantities do not exceed the maximum allowable specified in Table 414.2.5(1). In Group M occupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the maximum allowable quantities per control area as indicated in Table 414.2.5(2), provided that the materials are displayed and stored in accordance with the Florida Fire Prevention Code. The maximum quantity of aerosol products in Group M occupancy retail display areas, storage areas adjacent to retail display areas and retail storage areas shall be in accordance with the Florida Fire Prevention Code. JArV" N https://codes.iccsafe.org/contentIFLBC202OPl/chapter4-special- detailed-requirements-based-on-occupancy-and-use#FLBC2020P1_ChO4_S"14 1/1, q 4 f N ,. 1 GENERAL NOTES I. CODES NFEIMNCED N THE DRAWINGS RtFBR TO TFE MM INDICATED ON THE CODE COMPUAM E NFORYIAIM SHOWN ON THIS SHEET. 2. DRAWINGS ARE DRAWN TO SCALE, UNLESS 07 EWASE NOTED. 3. COPYING ORIGIAL PLANS AND PRATING FROM DIGITAL FORMATS MAY CAUSE THE SCALE OF THE DRAWINGS TO BE ALTERED. F DANCES N MEASUREMENTS ARE ENCOUNTERED, DISCARD PLANS AND REQUEST ORIGINAL PRINTS FROM DESIGN PROFESSIONAL 4. GENERAL NOTED APPLY TO ALL CONTRACTORS OF ALL TRADES. 5. IT WILL BE ASSUMED THAT THE CONTRACTOR N SUBMITiNG HISMBt BD CMM ALLWORK NECESSARY TO COMPLETE THE PRI =AS INTENDED BY THESE DOCUMENTS. 0. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY. THE CONTRACTOR IS TO Ni MATE. OBSERVE AND MAINTAIN ALL SAFETY PREMWTM REQUIRED BY STATE, LOCAL AND FEDERAL LAWS NCIIDNG OBWL T. CONTRACTOR SHALL. BE HELD RESPONSIBLE FOR ANYAND ALL DAMAGE CAUSED BY HUMMER WORT OR THROUGH THE NEGLECTOFH EN ERWORKE S. S. THE CONTRACTOR SHALL SECURELY BRACE ALL PARTITIONS AS REQUIRED UNTIL THEY ARE FULLY SECURED ON A PERMANENT BASIS. a STAGM THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS, MINIMAL ON 8TE STORAGE AND STAGING WILL BE DESIGNATED: HOWEVER iT WILL BE LIMITED TO THE IMMEDIATE WORKAE. OFF SITE STORAGE WILL BE REQUIRED FOR SECURITY REASONS, THE COST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10. 8000MRAC OR, SHALL OBTAIN REQUIRED TRADE PERMITS PRIOR TO OOMM E NCNG WORK AND PROVIDE OOPE8 OF ALL PERMITS TO GENERAL CONTRACTOR 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICATION AND FEES ASSOCIATED FOR THE SDEWAU08TRff T C.OBm REQUIRED TO PERFORMS THE SCOPE OF WORK HI3RBL THIS IS TO INCLUDE AND NOT BE LIMITED TO: SAFETY BARRICADES, FLASFRS, SIGNAGGE, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC AND THE WORKERS. 1L CONTRACTOR AND SL640NTRACTON SHALL VISIT THE SITE PRIOR TO COM MENCNG CONSTRUCTION AND FELD VERIFY coma iON8. SHOULD THERE BE DISCREPANCIES BETWEEN FELD COHDiiIONS AND El tESENTATIONS SHOWN ON ORAWINKG%CONTRACTOR WALL RESOLVE ISSLEBAND REPORT ANY NECESSARY CHANGES TO THE CONSTRUCTION COSULTANT PRIOR TO CONSTRUCTION. I& DOOR HARDWARE SHALL BE LEVER TYPE N ACCORDANCE WiTH THE AMERICANS WITH DISABLlTiES ACT AND ACCESSIBILITY REOIUREYENTS OF THE INTERNATIONAL BULDNG CODE 14. PRIDE CONTINUOUS BLOCIONG, CONCEALED N ALL PARTITIONS WHERE iTEMIS ARE TO BE WALL MOUNTED, THIS 14MUOEB BUT IS NOT I N= TO LOCATIONS OF ALL COUNTER TOPS, CABINETS AND FUTURES, I& ALL LUMBEWIMSER USED WITHIN THIS CONTRACT IS TO BE THFATED FOR RRE RESISTANCE USING A PRESSURE PROCESS AS SPECIFIED N THE FLOROA INIII .ONGG CODE It AT THE COMPLETION OF THE WORT AND PRIOR TO THE OWNERS ACCEDTANCE, THE GENERAL CONTRACTOR IS REQUIRED TO: CLEAN ALL WALLS, FLOORS AND BASES. VACUUMS ALL CARPETS, WASH, CLEAN AND POLISH ALL GLASS. DUST AND VACUUM ALL SURFACES AND LEAVE ALL N A CLEAN AND ACCEPTABLE CONDITION. SHEET NOTES GENERAL 1. NFORMATLDN ON PmwT SUMMARY TABLES IS GENERAL N SCOPE SEE FIRE PROTECTION NOTED ON 0001 AND FIRE PRO IEC7ION SYSTEMS SHOP DRAWNGS. SEE STRUCTURAL NOTES ON STIRLUCRRAL 8HEE79. FLORIDA PRODUCT APPROVAL 1. BUILDING COMPONENTS FOR WHICH A FLORIDA PRODUCT APPROVAL NUMBER IS REQUIRED MAY BE SUB8TTiUTED BY CONTRACTOR WiTH PRODUCES OF SIMILAR PERFORMANCE CHARACTEif M BEING A CORPPOIVNG APPROVAL NUMBER I ROOFING PRODUCTS INSTALLER SHALL SUBMIT A LIST OF CORRESPONOM FLORIDA PRROOU.'T APPROVAL. NUMBERS FOR ACCESSORY ITEMS SUCH AS FASTENERS, RASHNG, AND AOHE$IVK AS RECOMMENDED BY INSTALLBRANDUOR MANUFACTURER. 3. ALL PRODLDT8INCLLUOED N THE FLORIDA PDDUCT APPROVAL TABLE, OR OTHERWISE BEARING RMIOA PROMAPPROVAL CODES SHALL BE SUBMITTED TO H I LB ICIROW COUNTY. BULDNG OATH 1. NUMBERS N OTHER PROPOSED BUILDING MATERIALS CELL REFER TO LISTED COMBUSTIBLE MATERIALS ALLOWED N TYPES I AND I CONSTRUCTION, PER FBC, BUIDNO SECTION OKI AND S08.1.1 THROUGH SO8.1.3. GENERAL " 1. FIRE INSPECTOR TO VERIFY THAT ALL REQUIRED AREAS AND ANY HIGHLIGHTED AREAS ON THE SiTE PLAN HAVE BEEN PROPERLY IDENTIFIED AS PER THE FIRE DEPARTMENT. I PLANS FOR AIL FDOD FIRE PROTECTION EQJpMENT SHALL BE SUBMITTED TO THE FIRE MARSHALS OFFICE FOR REVIEW AND APPROVAL PRIOR TO NSTAU.ATKK 8. APPROVED MUMM OR ADDS &L LL BE FRONDED N SUCH A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 4. KNOX FOC CAPS ARE REQUIRED ON THE PRE DEPARTMENT CONNECTIOPN, TO BE PROVIDED BY THE OWNER, GDNTRAC TOR ORAOENT. 1. PORTABLE FIRE EXTINOIANERS SHALL BE INSTALLED AND SELECTED N ACCOROANCE WITH NFPA It L PORTABLE FIRE Em NGUISHER S SHALL NOT E OBSTRUCTED OROBSCJAED FROM VIEW. N ROOMS ORATE AS N WHICH OBSTRUCTION CANNOT BE COMPLETELY AVOIDED, MEANS SHALL BE PROVIDED TO INDICATE THE LOCATiON OF BITiNOUISFBiS. a CABNIM USED TO HOUSE PORTABLE FIRE savieumm SHALL L NOT BE LOCI®. 4. PORTABLE FIRE EXTNGUISHERS SHALL BE BE INSTALLED 80 THAT THEIR TOPS ARE NOT MORE THAN 42 INCHES ABOVE FLASHED FLOORAD THERE BOTTOM NOT LOUVER THAN C n V PROJECT SUMMARY PROWNAME AQUALITYPOOLS 4 PRDAET ADDRESS PARK PUKE CENTER LOT 0 18, FLORIDA `l PARCE.100104000060010j 70' CODE COMPLIANCE PATH OF COMPLIANCE NEW CONSTRUCTION - BLi<D OUT — CODE ENFORCEIMU JLIRISDICTION CRY OF BLS MSODB. OOOES ARCHITECTURAL 2020 FLORIDA BUILDING CODE; BUILDNG 2020 FLORIDA BLI.DNG CODE, ACf»BIM 2020 FLORIDA FIRE PREVENTION CODE STRUCTURAL 2020 FLORIDA BULGING CODE, MOM MECHANICAL 2020 FLOiRDA BtlLDWG CODS MEG2IAHNGJAL E ECiRICAL 2017 NATIONAL ELECTRIC CODE PLUMSM 2020 FLORIDA BLIDNGG CODE, PI.LABNG ENERGY 2020 FLORIDA BLIDNGG CODE, ENERGY CWNSMATION - — BUILDING DATA USE AND OCCUPANCY CLASSIFICATION MERCHEI'M WITH 8.1 STORAGE CLASSFICATION OF WORK CONSTRUCTION TYPE TYPE" NS (NOT BPRIIO.ERED) CONSTRUCTION MATERIALS: PRIMARY SiRLICTURAL FRAME EXTERIOR WALLS INTERIORWAL S OTHERS ALLOWED PROPOSED ANY MATERIALS ALLOWED BY CODE ANY MATEO" ALLOWED BY CODE ANY MATBR "ALLOWED IVY CODE ANYMATERIALSALLOWEDBYOOOE COMBUISTEILE MATERIALS PER FBC SECTION M $BAA7,14,15618,162,2824A AOS.1.1, M&I. , 008.1.E BUILDING HEIGHT N STORES 1 STORY 1 STORY BUILDING HEIGHT N FEET 4B-0' 1014r EAVE HEIGHT GROSS SUNDAE AREA 35M SF RHER TO BUILDING AREA SCHEDULE GENERAL FIRE PROTECTION SPRNI(ERS NOT EiED STANDPIPES N0 OCUPANCY LOAD SEE OCCUPANCY LOAD SCHEDUES em SEE LIFE SAFETY PLAN ON SHEET E61GENCY LIGH TNGG YES EUQT 81GNS YES FIRE ALARMS M0 FIRE (i 3WRACE RATNGG REQ URE EN TS REQUIRED PROPOSED FOR BURMO E.EINTS: 0 HR 0 HR PRIMARY STRUCTURAL FRAME O HOR O H R BEARING WALLS pKrERIDR INTERIOR 0 HR O HR NONBEAFM WALLS AND PARTITION COLORS O HR SEPARATION OF OCCUPANCY 0 HR O HR 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 rl- m PREVA",NG ,n)n'?K DNA ' g1111-Q1NG GuE� �CLC�RiCC�DR 1��S -�r;iiGN►`�-G,-C.� GE ZEPH ,��p1NPNDEs 3070 PARCEL: 19- 26- 22- 0010- 00000- 0080 A QUALITY POOLS PARK PLACE CENTER LOT 8 ZEPHYRHILLS, FLORIDA D.W. SMITH, M.S.,P.E.#53608 FLORIDA PR❑FESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 PHONE, (CELL) 813-469-2289 E-MAILS dwsflpeeearthtInk,net 0 1 RICK COLLHARDT - DRAFTSMAN 813- 761- 3651 rgollhardt@tampabay.rr.com FLOOR PLAN SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT SHEET OF 1 OF 7 .... JOB NO. 30 MAY 2021 CHECKED 2021-0401 D.W.S.PE 1 FENER TO 8" �ING DETAIL FOR AC PLATFORM AL STEEL STUD @ 16" O.C. (ALIGNED ITH JOIST ABOVE) CONTINIOUS C—CHANNEL METAL TRACK FASTEN WITH HILTI X—U UNIVERSAL KNURLED —SHANK PAF'S ® 24" O.C. (EMBEDMENT = 1 1/4") 4CRETE SLAB FLOOR DETAIL OF WALL 12 GAUGE SUSPENSION WIRE ISY OTHERS SUSPENSION TEES O O ° U ° CEILING TILES METAL OR DRYWALL ACCESS PANEL (BY OTHERS) SPECIFICATION BYARCHTECT, ONCE ACCESS PANEL LITERATURE FOR RECIURED SUPPORT AND USG SFEETROCK PANEL -� ATTACHMENT DETAILS. CEILGG TILES 1/Y Ell SUSPENSION SYSTEM TYPICAL. GYP. BD CEILING CONTROL JOINT SUSPE-ND—ED CEILING DETAIL 116AM EXISTING CONCRETE ROOF DECK i �p1 � 0 o o °J I CONTINIOUS C—CHANNEL METAL TRACK FASTEN WITH HILTI X—U UNIVERSAL KNURLED —SHANK PAPS @ 24" O.C. (EMBEDMENT = 1") EXISTING CONCRETE BLOCK WALL (1) # 1 OX 1 /2" TEK SCREW PER STUD FLANGE " 6" METAL STEEL STUD © 16" O.C. STUD TOP PLATE DETAIL CPALACICUP COI�A8S0 ELITE TRIM SUSPENSION SYSTEM COMPASSO ELITE WITH GWB BEAD EDGE 6" STEEL 18CA FULL HEIGHT JAMB STUDS. 6" LONG SECTION OF STUD ATTACHED TO JAMB w/(4)#10-16X 1/2" TEK SCREWS. 18go. MIN. TRACK HEADER CONNECTION. CAP OPENING SIDE OF JAMB w/TRACK ATTACHED w/(1)# 10-16X 1 /2" TEK SCREW ® 16"o.c. IN EACH LEG. (2)UNPUNCHED 6" STEEL STUD 18GA 'EEL 18GA 'LE STUDS 0-16X 1/2" TEK SCREW EACH FLANGE 0-16X 1 /2" TEK NS ® 16"o.c. CLIP ANGLE FASTEN TO STUD SCREWS EACH ANGLE BOXED ROLL EDH PDAD RDETAIL RCONNECTION DOOR 6" METAL STEEL STUD @ 16" O.C. �l CONTINIOUS C—CHANNEL METAL TRACK FASTEN WITH HILTI X—U UNIVERSAL KNURLED —SHANK PAF'S © 24" O.C. (EMBEDMENT = 1") �— 01� ac (1) # 10X 1 /2" SCREW TEK PER STUD FLANGE STUD BASE DETAIL alp &I m USG DUM CHANNEL FASTM TO WALL FRAMING, TYPICAL 1'i' I + �' 1'1• I �a n11:1 0 �409 a CEILING TILES OPTION A: DETAIL AT CHANNEL MOLDING SUSPENSION SYSTEM PARCEL: 19— 26— 22— 0010— 00000— 0080 A QUALITY POOLS RICK GOLLHARDT — DRAFTSMAN PARK PLACE CENTER LOT 8 813-761-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W. SMITH, M.S.,P.E.#53608 DETAILS SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 7 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FL❑R I DA 33525 SCALE DATE JOB NO. PHONES (CELL)813-469-2289 E-MAILi dwsftpe@earthlink, net DO NOT SCALE 30 MAY 2021 DESIGN/DRAWN CHECKED 2021-0401 R. GOLLHARDT D.W.S.PE PLUMBING PIPE SIZING SCHEDULE ITEM NO. FIXTURE DESCRIPTI❑N W MIN. C❑NNECTI❑NS CW HW V TRAP SPECIFICATI❑NS P-1 WATER CLOSET — HANDICAPPED 4' 1/2' 2' P-2 LAVATORY — HANDICAPPED 1 1/2' 1/2' 1/2' 2' 1 1/4' P-3 HI—L❑W WATER F❑UNTAIL 1 1/2' 1/2' 2" P-4 MOP SINK 1 1/2' 1/2' 1/2' 2' 1 1/4' P-5 URINAL 4' 1 1/2' 2' THE WATER PIPING SHALL BE CPVC WITH SOLVENT WELDED J❑INTS SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC DWV (ASTM-2665) WITH WELDED J❑INTS. SLOPE OF SANITARY WITH A MINIMUM OF 1/4' PER FOOT FOR 2' AND A MINIMUM 1/8' PER FOOT FOR LARGER PIPING. PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTI❑N (BASIS OF DESIGN) WASTE VENI COLD HOT L-1 LAVATORY BOWL FAUCET AND DRAIN OWNER SELECTED 1 1/2' 2 1/2' 1/2' WC-1 TANK TYPE WATER CLOSET, FLOOR MOUNTED OWNER SELECTED 3' 3' 1/2' HW-1 HOT WATER TANK OWNER SELECTED 2' 3/4' 3/4' SS-1 STANDING SHOWER OWNER SELECTED 1 1/2' 2' 1/2' 1/2' SS-2—HC STANDING SHOWER HANDICAP OWNER SELECTED 1 1/2' 2' 1/2' 1/2' NOTE: TOTAL DEVELOPED LENGTH PER WATER SUPPLY RISER DIAGRAM EXCEEDS W. ENSURE CIRCULATION SYSTEM TO MAINTAIN THE REQUIRED TEMPERTURE OF HEATED WATER PER FBC-P 607.2 I 2" VTR � ! 2u VTR , SINK HAND SINK! MOP SINK WC � SINK _J ' --- 2N __- __-- WC \�. SINq / SHOWER 4'.\ /2# 4, 2" VTR °' `° PLUMBING ISOMETRIC CONNECT TO SEWER LINE PLUMBING PLA111- A Q U+i1.lM FP (T LM RICK COLLHARDT - DRAFTSMAN PARK FEME RIFAI NITER LOT 8 813-761-3651 Z E P H YT I5I(D RS ,P I5W R I DA rgollhardt@tampabay.rr.com D.W. SMITH ,M.S.,P.E.#53608 PLUMBING PLAN SHEET OF FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 3 OF 7 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY,FLORIDA 33525 SCALE DATE JOB NO, PHONE, (CELL)813-469-2289 E-MAILS dwsflpe@earthlink. net DO NOT SCALE 30 MAY 2021 DESIGN/DRAWN CHECKED 2021-0401 R. GOLLHARDT D.W.S.PE PLUMBING FIXTURE SCHEDULE IXTURE DESCRIPTI❑N TYPE WATER AMERICAN STANDARD CADET 16,5'H ELONGATED FLOOR MOUNT MODEL CLOSET-ADA #2998 WHITE, FLUSH TANK SIPH❑N JET, c/w FLANGE & BOLT CAPS, ❑LS❑NfTE SEAT MODEL #IOCC/SS ELONGATED OPEN FRON LESS COVER, 1-PIECE STAINLESS STEEL SELF-SUSTAINING & EXTERNAL CHECK HINGES, c/w ALL FITTINGS. BRASS CRAFT ANGLE STOP, CHROME PLATED COPPER RISER, & ESCUTCHEON, LEFT SIDE TRIP LEVER, WATER AMERICAN STANDARD CADET 14'H ELONGATED FLOOR MOUNT MODEL CLOSET #2998 WHITE, FLUSH TANK SIPH❑N JET, c/w FLANGE & BOLT CAPS, OLS❑NfTE SEAT MODEL #IOCC/SS ELONGATED OPEN FR❑N LESS COVER, 1-PIECE STAINLESS STEEL SELF-SUSTAINING & EXTERNAL CHECK HINGES, c/w ALL FITTINGS. BRASS CRAFT ANGLE STOP, CHROME PLATED COPPER RISER, & ESCUTCHEON, LEFT SIDE TRIP LEVER, FIBERGLASS ELLA OR EQUAL FIBERGLASS SHOWER KIT. 2' CHROME SHOWER FLOOR DRAIN 3'X3' SHOWER WITH FRICTION SEAL, ACCESORIES NOT INCLUDED KIT LAVATORY AMERICAN STANDARD LUCERNE WALL HUNG MODEL #0356.421, WHITE ADA VITREQUS CHINA, WALL HANGER SUPPORT, 3-HOLE, FRONT OVERFLOW, ZURN WALL MOUNTED HANGER MODEL #A1259 c/w FASTENERS DELTA FAUCET #501-WFHDF DECK MOUNT SINGLE LEVER HANDLE, 0,5gpM AERATOR, c/w ALL FITTINGS BRASSCRAFT ANGLE STOPS, SUPPLY RISERS, & ESCUTCHEONS w/ SETSCREWS, 1/2' CW & HW SUPPLIES OPEN GRID STRAINER 1 1/4' OFFSET WASTE & TRAP, TRUER❑ SUPPLY PIPE(S), LAV-GUARD ADA PIPS INSTALATI❑N KIT FOR WASTE & SINK ELKAY SINGLE BOWL 304 STAINLESS STEEL COUNTERTOP MODEL #DUR-2222-10, SELF RIM, 10'D 3-HOLE, 4' CTRS, c/w M❑UNTING KIT DELTA FAUCET MODEL #100, SINGLE LEVER DECK MOUNT, 8' SWIVEL SPOUT w/ 2.0 gpm AERATOR c/w ALL FITTINGS. VITTINGS 0,5gpM AERATOR, c/w ALL BRASSCRAFT ANGLE STOPS, SUPPLY RISERS, & ESCUTCHEONS w/ SETSCREWS, 1/2' CW & HW SUPPLIES LEVEL ELKAY MODEL #EBFATL,G 2-LEppVEL, FOUNTAIN MOUNTED ADA COMPLIANT, EDOODUBBTLEE FLEXIBLE BUBBLER, 115v,DRINKINSA & ESCUTCHEONS WALL HANGER, BRASSCRAFT ANGLE STOPS, SUPPLYLLED RISE FOUNTAIN-ADA SETSCREWS, 1/2' CW & HW SUPPLIES MOP FIAT MODEL #MSB-2424 MOLDED STONE FLOOR MOUNT, 24'X24'X10', 3' DRAIN SINK T&S BRASS MODEL #8-0665-BSTP CHROME SERVICE FAUCET w/ STOPS, PAIL HOOK, WALL BRACE, & VACUUM BREAKER. FIAT MODEL #832-AA 30' HOSE & BRACKET, FIAT MODEL #889-CC STAINLESS STEEL MOP HANGER. FIAT MODEL #MSG-24 STAINLESS STEEL GUARDS. FIAT MODEL #1453-BB FLAT STAINLESS STEEL STRAINER, 3/4' CW & HW SUPPLIES ELECTRIC A,O, SMITH MODEL DEL-20, 20 GALLON STORAGE; 2.5kw SINGLE WATER HEATER ELEMENT; 208/10/60hz; COMPLETE WITH TEMPERATURE AND PRESSURE RELIEF VALVE, EXPANSION TANK. NOTE; INSTALL FIXTURES IN ACCORDANCE W/ MANUFACTURER'S RECOMMENDATI❑NS 1 HAND SINE PLUMBING FIXTURE SCHEDULE MARK ITEM MODEL MOUNTING HEIGHT QA FLOOR MOUNTED TOILET SEE PLUMBING PLANS Eco Drake? Close Coupled Toilet, ADA, 1.28GPF © WALL MOUNTED LAVATORY SEE PLUMBING PLANS ADA, © TOILET TISSUE DISPENSER -BRADLEY- MODEL # 5402 TOP OF UNIT = 2'-6" A.F.F. QD GRAB BARS 'BRADLEY' MODEL # 817 CENTER OF GRAB BAR = 2'-11" A.F.F. QE WALL MIRROR (TOP OF MIRROR ANGLE FROM WALL PER ADA) BOTTOM OF MIRROR = S-2" A.F.F. FQ TILE ON FLOOR (BY FUTURE TENANT) © VINYL BASE (BY FUTURE TENANT) NEW ADA RESTROOM SCALE: N.T.S. LEGEND ---`—'— HOT WATER — — —COLD WATER D4 VLV 2" o HC SINK ric k WATER ISOMETRIC A QUALITY POOLS RICK GOLLHARDT - DRAFTSMAN PARK PLACE CENTER LOT 8 813-761-3651 Z EP HYR H I LLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:(CELL)813-469-2289 E-MAIL: dwsflpe@earthlink,net DOMESTIC WATER SHEET OF 4 OF 7 SCALE DATE JOB NO, DO NOT SCALE 30 MAY 2021 DESIGN/DRAWN CHECKED 2021-0401 R. GOLLHARDT D.W.S.PE ELECTRICAL NOTES 2020 FBC (ENERGY CONSERVATION)- SECTION C405.2.1 OCCUPANT SENSOR CONTROLS, ELECTRICAL NOTES OCCUPANT SENSOR CONTROLS SHALL BE INSTALLED TO CONTROL LIGHTS IN THE FOLLOWING SPACE TYPES, 1. CLASSROOM/LECTURE/TRAINING ROOM ALL ELECTRICAL WIRING EXPOSED TO VIEW IN EMT, 2. CONFERENCE/MEETING/MULTIPURP❑SE ROOM ALL ELECTRICAL IN CONDUITS, ARMORED CABLE OR BLUE CARLON CONDUIT 3. C❑PY/PRINT ROOM ALL 110V EQUIPMENT RECEPTACLES MUST BE GFCI PROTECTED PER NEC 2017 210.80)(2) 4, LOUNGE ALL CONDUITS RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL FRAMING 5. EMPLOYEE LUNCH AND BREAK ROOM ALL L❑-VOLT WIRING BY OTHERS UNDER SEPERATE PERMIT 6. STORAGE ROOM INCREASE WIRE SIZES FOR RUNS OVER 100' PER NEC 2017 7. RESTRO❑M 8. PRIVATE OFFICE 9. JANITORIAL ROOM 10, LOCKER ROOM 11. OTHER SPACES 300 SQUARE FEET (28 m2) OR LESS ARE ENCLOSED BY FLOOR- T❑-CEILING HEIGHT PARTITIONS 12, WAREHOUSE 2020 FBC (ENERGY CONSERVATION)- SECTION C405.2.1.1 OCCUPANT SENSOR CONTROLS IN SPACES OTHER THAN WAREHOUSES SPECIFIED IN SECTION C405.2.1 SHALL COMPLY WITH THE F❑LL❑WING, 1, AUTOMATICALLY TURN OFF LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. 2. BE MANUAL ON OR CONTROLLED TO AUT❑MATICALLY TURN THE LIGHT ON TO NOT MORE THAN 50 PERCENT POWER EXCEPTION, FULL AUTOMATIC-❑N CONTROLS SHALL BE PERMITTED TO CONTROL LIGHTING IN PUBLIC CORRIDORS, STAIRWAYS, RESTR❑OMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES AND AREAS WHERE MANUAL -ON OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS. 3. SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO TURN LIGHTS OFF. 2020 FBC (ENERGY CONSERVATION)- SECTION C405.2.1.2 OCCUPANT SENSOR CONTROL FUNCTION IN WAREHOUSES. IN WAREHOUSES, THE LIGHTING IN AISLEWAYS AND OPEN AREAS SHALL BE CONTROLLED WITH OCCUPANT SENSORE THAT AUTOMATICALLY REDUCE LIGHTING POWER BY NOT LESS THAN 50 PERCENT WHEN THE AREAS ARE NOT OCCUPIED. THE OCCUPANT SENSORS SHALL CONTROL LIGHTING IN EACH AISLEWAY INDEPENDENTLY AND SHALL NOT CONTROL LIGHTING BEYOND THE AISLEWAY BEING CONTROLLED BY THE SENSOR, 2020 FBC (ENERGY CONSERVATION)- SECTION C405.2.2 TIME SWITCH CONTROLS EACH AREA OF THE BUILDING THAT IS NOT PROVIDED WITH OCCUPANT SENSOR S❑NTROLS COMPLYING WITH SECTION C405.2.1.1 SHALL BE PROVIDED WITH TIME SWITCH CONTROLS COMPLYING WITH SECTION C405.2.2.1 ANSI STANDARD 90. 1-2016 8.4.2 - AUTOMATIC RECEPTACLE CONTROL THE FOLLOWING SHALL BE AUT❑MATICALLY CONTROLLED, A. AT LEAST 50% OF ALL 125V, 15 AND 20 AMP RECEPTACLES IN ALL PRIVATE OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARY FOR PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS, CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. B. AT LEAST 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENT THIS CONTROL SHALL FUNCTION ON A. ASS SCHEDULED BASIC USING A TIME -OF -DAY OPERATED CONTROL DEVICE THAT TURNS RECEPTACLES OFF AT ❑FEN[]F MORE ❑THAN TIMES -AN tANDENOTDMOREPTHANAONECFLOORE(THEA OCCUPANT SHALL FOR ABLE CONTROL - OVERRIDE THE CONTROL DEVICE FOR UP TO TWO HOURS), B. AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING A SPACE, GENERAL ELECTRICAL NOTES: CONTRACTOR SHALL VERIFY ALL REQUIREMENTS FOR TELEPHONE AND POWER SERVICES WITH RESPECTIVE UTILITY C❑MPANIES PRIOR TO SUBMITTING THE BID. IF THEIR REQUIREMENTS ARE AT A VARIANCE WITH THOSE SHOWN ON TH EPLANS, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. ALL COST INCURRED WITH THE UTILITY C❑MPANIES FOR SERVICES SHALL BE INCLUDED IN THE BID PRICE. IF SUCH COSTS ARE NOT AVAILABLE AT BID TIME, THE CONTRACTOR SHALL INCLUDE WITH BOD, A LETTER FROM A RESPONSIBLE PARTY WITH THE UTILITY COMPANY STATING SUCH, AND COSTS WILL THEN BE EXCLUDED FROM THE BID PRICE. C. AN AUTOMATED SIGNAL FROM ANOTHER CONTROL ❑R ALARM SYSTEM THAT SHALL TURN RECEPTACLES OFF THE CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS FOR MECHANICAL EQUIPMENT FROM WITHIN 20 MINUTES AFTER DETERMINING THAT THE AREA IS UNOCCUPIED. MANUFACTURERS RECOMMENDATIONS PRIOR TO ROUGHING IN CONDUIT SIZE WIRE SIZE AND CIRCUIT PROTECTION SIZE ACCORDINGLY. IF REQUIREMENTS ARE LARGER tHAN CALLED FOR ALL CONTROLLED RECEPTACLES INSTALLED PER FBC 7th EDITION (2020) ENERGY CONSERVATION CHAPTER 4 SECTION ON THE ELECTRICAL PLANS, NOTIFY THE ENGINEER IMMEDATELY. C405.6 SHALL BE PERMANENTLY MARKED AS PERN NEC ARTICLE 406.3 (E) TO VISUALLY DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES AND ARE TO BE UNIFORMLY DISTRIBUTED THROUGHOUT THE SPACE PER CONTRACTOR SHALL VISIT THE SITE OF THE WORK PRIOR TO SUBNITTING BID TO EXAMINE ASHRAE 90, 1-2013 SECTION 8.4.2 CAREFULLY LOCAL CONDITIONS AND DIFFICULTIES TO BE ENCOUNTERED, ANY DESCREPANCY BETWEEN PLANS AND EXISTING CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE EXCEPTIONS TO SECTION 8.4.2 ATTENTION OF THE ENGINEER. RECEPTACLES FOR THE FOLLOWING SHALL NOT REQUIRE AND AUTOMATIC CONTROL DEVICE, 1. RECEPTACLES SPECIFICALLY DESIGNED FOR EQUIPMENT REQUIRING C❑NTINIOUS OPERATION (24/DAY, 365 DAYS/YEAR) 2, SPACES WHERE AN AUTOMATIC CONTROL WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANT PR❑VIDE ARC FLASH WARNING LABELS ON ALL SWITCHBOARDS PANELB❑ARDS INDUSTRIAL CONTROL PANEL, METER SOCKET ENCLOSURES, MOTOR CONTROL CENTERS, TO BE LOCATE BY CONTRACTOR PER NEC ARTICLE 110.16 2020 FBC (ENERGY CONSERVATI❑N-SECTION C405.6.4.1 RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PR❑VIDED TO THE BUILDING OWNER INCLUDING, 1. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLAN INDICATING L❑CATION AND AREA SERVED FOR ALL DISTRIBUTION. 2020 FBC (ENERGY C❑NSERVATI❑N-SECTION C405.6.4.2 OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE- PR❑VIDED TO THE BUILDING OWNER 2020 FBC (ENERGY C❑NSERVATI❑N-SECTION C408.3.1.2 WHERE TIME -SWITCH CONTROLS ARE PR❑VIDED, THE PROCEDURES 1 THRU 8 SHALL BE PERFORMED, INSTALL LIGHTING CONTROLS PERFORMANCE CRITERIA OF SECTION C405 TO BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATION OF OCCUPANCY PER FBC 7th EDITION (2020) ENERGY CONSERVATION -SECTION C408.3.2 WHERE REQUIRED DAYLIGHT -RESPONSIVE CONTROLS SHALL BE PR❑VIDED WITHIN EACH SPACE FOR CONTROL OF THE LIGHTS fN THAT SPACES AND SHALL COMPLY WITH THE FBC 7th EDITION (2020) ENERGY ENERGY CONSERVATION CODE CHAPTER 4 SECTION C405.2.2.2, C405.2.3.2 AND C405.2.4 OCCUPANCY SENSORS MUST SENSE ENTIRE AREA THEY C❑NTR❑L, FBC ENERGY 2020 C405.2 EXTERIOR LIGHTING MUST BE ON PHOTOCELL AND TIME CLOCK. FBC ENERGY 2020 C405.2.5 2020 FBC (ENERGY CONSERVATION- SECTION C408.31 PRIOR TO PASSING FINAL INSPECTION THE DESIGN PROFESSI❑NAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROL SYSTEMS HAVE BtEM TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE C❑NSTRUMON DOCUMENTS AND THE MANUFACTURERS INSTRUCTIONS. FUNCTI❑NAL TESTING TO BE IN ACCORDANCE WITH C408.3.1.1 AND C408.3.1.2 FOR APPLICATION CONTROL TYPE. ELECTRICAL FIXTURE SCHEDULE COMPLIANCE STATEMENT ELECTRICAL SHALL COMPLY WITH ALL PR❑VISIONS OF THE 2014 NEC, NFPA 70 NEC 517 AND OTHER APPLICABLE CODES AND ORDINANCES. CLARIFICATION NOTES ALL GENERAL PURPOSE RECEPTACLES WITHIN 6 FEET OF A SINK SHALL BE GFCI PROTECTED. ALL 125V SINGLE PHASE EQUIPMENT RECEPTACLES TO BE GFCI PROTECTED ON GFCI BREAKER CIRCUIT. LIGHTING POWER SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS ® 48' FLU. STRIP LIGHT FIXTURE 8 DUPLED EPTACLE CEILING MOUNTED 18'IAFF CEILING LIGHT 23V COP�FLUO2ESCENT- WALL OR �ILArG (T1P) ��I 1EXTE IDOURA DUPLEX LIGHT GROUND FAULT INTERRUPTER f1 WALL MOUNTED LIGHT FIXTURE - WALL OR CEILING (TYP) II 120V DUPLEX RECEPTACLE LIGHT FIXTURE 23V COMPACT FLUORESCENT lJ,� MOUNTED 42' AFF �f1"' EXTERIOR CLG. MOUNTED LIGHTING FIXTURE (WEATHER) GFI 442 112p0UVN DUPLEX pRECEPTACLE INTERRUPTER l� GROUMDDFAULT EXTERIOR WALL MOUNTED LIGHTING FIXTURE (WEATHER) L� VAFI MOON DUPLEX RECEPTACLE ARRCCNFAULTBINTERRUPTER ® RECESSED LED FIXTURE GFI 8 120V DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER V EXTERIOR FLOOD BATHROOM EXHAUST FAN CEILING MOUNTED LIGHTING FIXTURE❑ `-. EMERGENCY LIGHTING BATHROOM EXHAUST FAN I__J RECHARGABLE BATTERY w/LIGHT FIXTURE FEED FROM LIGHT CKT. EMERGENCY LIGHTING EMERGENCY LIGHT, (2) 12W HALOGEN, NICAD a MUN44AM CORTEZ Al, OR EQUAL ass SMOKE DETECTOR FEEDAFRGABLROM EIGHT CRT carEXI LI w T EXIT LIGNTT' RED LED, BATTERY BACKUP, ® ® DIRECATIONAL SYMBOL HOLOPHANE MAGELLAN QT, OR EQUAL FE FIRE EXTINGUISHER (MOT MOUNTEDD142 AFF OCCUPANCY SENSOR MOUNTED 42 G AFF ITCH 220 V RECEPTICLE D MOUNTEDD142' AFFIMMER EQUIPMENT CONNECTION NOTES, L ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS AND/OR EQUIPMENT TO BE INSTALLED, PRIOR TO ROUGH -IN. VERIFY LOCATION, CONNECTION PIOT AND MOUNTING HEIGHTS. CONTACT ENGINEER FOR DIRECTIVES IF CONFLICT OCCURS. ELECTRICAL CONTRACTOR SHALL MAKE ALL CONNECTIONS REQUIRED AND ENSURE PROPER OPERATION OF EQUIPMENT. THE SCHEDULE IS INFORMAION ONLY, VERIFY ALL INFORMATION WITH SUPPLIER'S PLANS, 2. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CORRECT, ACCURATE ELECTRICAL SERVICE TO ALL LIGHTING AND POWER CIRCUITRY, INCLUDING FEEDERS TO UTILITY AND LOCAL TRANSFORMERS, AND ALL SWITCHES AND PANELBOARDS. CONTRACTORS SHALL BE RESPONSIBLE FOR SHORT CIRCUIT AND VOLTAGE DROP MAKE NECESSARY FIELD CHANGES BASED ON THESE CALULATIONS. CONTACT ENGINEER IMMEDIATELY WHERE THERE IS A CHANGE TO THE CONSTRUCTION DOCUMENTS. _7`_ 6' MIN__4 Oi POWER ONE -LINE DIAGRAM SCALE.NONE iED FLOOR METALLC COLD WATER PIPE 0 DRAWING NOTES 1. 3#3+#aEG-11/4'C. 2. EXISTING PAD MOUNT UTILITY TRANSFORMER. 3. PROVIDE NEW ELECTRIC MOM SOCKET PER REQUIREMENTS. 4. 3 /4/0 - 2' C + (1) SPARE 2' C. & /2 CU. MINIMUM. 6. SPD; PO PROTECTION, MODEL /POC100-120/240 OR ENGINEER APPROVED EQUAL 7. PROVIDE EXOTHERMIC VaD CONNECTION. & PROVIDE GROUNDING ELECTRODE WITH NEW 3/4' x 10' COPPER CLAD GROUND ROD. EC SHALL FOLLOW NEC SECTION 250.50 FOR SPECIFIC GROUNDING REQUIREMENTS FOR NEW BUILDING / STRUCTURES. 9. EXISTING PRIMARY SERVICE FEEDER A QUALITY POOLS RICK GOLLHARDT - DRAFTSMAN PARK PLACE CENTER LOT 8 813-761-3651 ZEPHYRHILLS, FLORIDA rgollhardt®tampabay.rr.com PR❑VIDE LIGHTING AT CHLORINE TANK L❑CATI❑N D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525 PHONE: (CELL) 813-469-2289 E-MAIL: dwsflpe@earthlink.net POWER PLAN SCALE DATE DO NOT SCALE 30 MAY 2021 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.S.PE SHEET OF 5OF7 JOB NO. 2021-0401 LIGHTING FIXTURE SCHEDULE TAG MANUFACTURER/ LAMP DATA VOLTAGE MOUNTING DESCRIPTION TYPE WATTS CATALOG NUMBER A LITHONIA LIGHTING. LED 41.6 120 CEILING RECESSED ZxZ FIXTURE. VANDAL RESISTANT 2VRTL—G—L24-5000LM—ICW—AP12 5FL—MVOLT—XXX-40K-8OCR1—WH B UTHONIA LIGHTING: LED 31 120 CEILING SURFACE 4' ENCLOSED FIXTURE, VANDAL RESISTANT FEM—L48-4DOOLM—LPPCL—MO—MV OLT—XXX-4O(—BOCRI—TRS C KENALL• LED 24 120 CEILING RECESSED 6' ROUND DOWNUGHT. OUTDOOR RATED. HAOLB—FF-5FW-22L-4OK8—M—FW VANDAL RESISTANT —G—RIGB—DV—XXX-9500 D KENALL: LED 50 120 CEILING SURFACE V STRIP FIXTURE, VANDAL RESISTANT M LRS5-48—F—M W—PIA-1-45L4OK— XXX—I—DV-9500 E KENALL• LED (2) &5 120 WALL SURFACE O 8' EMERGENCY WALL PACK. VANDAL METEL-24N—MW-2—&5L—OT-9500 BELOW CEILING IRESISTANT EX KENALL LED (2) &5 120 WALL SURFACE ABOVE EXIT/EMERGENCY WAUPACK VANDAL METEC-24N—MW—R-2-6.5L—DT-9 DOOR RESISTANT 500 NOTES: 1. PROVIDE ALL NECESSARY COMPONENTS. ACCESSORIES, HARDWARE, ETC. FOR A COMPLETE AND OPERATIONAL INSTALLATION. 2. FINAL MATERIAL COLORS/FINISHES TO BE DETERMINED BY ARCHITECT. 3. FIXTURES OTHER THAN THOSE LISTED ON THE LIGHTING FIXTURE SCHEDULE BY MANUFACTURER AND CATALOG NUMBER SUBMITTED FOR SUBSTITUTION WILL REQUIRE THE SUBMITTAL TO INCLUDE THE FOLLOWING IN ORDER TO BE CONSIDERED. SUBMIT AFTER CONTRACT AWARD. NO PRE —CONTRACT SUBMITTAL WILL BE ACCEPTED. A. FIVE (5) SETS OF ORIGINAL COLOR FACTORY CATALOG SUBMITTALS B. FIVE (5) SETS OF COMPLETE POINT TO POINT PHOTOMETRIC CALCULATIONS FOR NORMAL AND EMERGENCY POWER AS REQUIRED. C. A DISC CONTAINING THE IES PHOTOMETRY FILE FOR EACH FIXTURE TYPE D. IF FIXTURES ARE SUBMITTED FOR REVIEW FOR 'VALUE ENGINEERING'. THE SUBMITTING ELECTRICAL CONTRACTOR SHALL PAY ON ADVANCE) THE ARCHITECT'S AND ENGINEER'S HOURLY FEES FOR SUBMITTAL RENEW. 4. SUBJECT TO COMPLIANCE WITH THE ABOVE REOMRE MENTS. THE FOLLOWING MANUFACTURERS. IN ADDITION TO THOSE LISTED IN THE LIGHTING FIXTURE SCHEDULE, MAY BE INCORPORATED, INTO THE PROJECT. & HUBBELL/COLUMBIA LIGH71NG C. DAY—BRITE OCCUPANCY SENSOR SCHEDULE TAG MANUFACTURER / MODEL SENSING TECHNOLOGY COVERAGE COVERAGE AREA DESCRIPTION NUMBER ANGLE (DEG) (SF) DT1 SENSOR SWITCH: CM—PDT-9 DUAL TECHNOLOGY 360 500 CEILING MOUNTED. SMALL MOTION. DT2 SENSOR SWITCH: DUAL TECHNOLOGY 180 2000 WALL SWITCH — SINGLE RELAY WSX—PDT—SA—WH NOTES: I. OCCUPANCY SENSORS SHALL BE INSTALLED AND AIMED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. PROVIDE 120V AC RATED CONTACTS FOR CONTROL OF LIGHTING CIRCUITS INDICATED ON PLANS. 3 PROVIDE A SEPARATE POWER PAC( FOR EACH LIGHTING CIRCUIT CONTROLLED, FOR LOW VOLTAGE CEILING AND WALL MOUNTED SENSORS AS REQUIRED BY MANUFACTURER (UNE VOLTAGE SENSORS DO NOT REQUIRE POWER PACKS} POWER PACKS SHALL CONTAIN POWER SUPPLY FOR SENSOR, AND RELAY FOR LINE VOLTAGE LIGHTING CIRMT. POWER PACKS SHALL BE INSTALLED IN A JUNCTION BOX LOCATED ABOVE AN ACCESSIBLE CEILING, NEAR ASSOCIATED SENSOR. 4. SET OCCUPANCY SENSOR ADJUSTABLE SETTINGS TO THE SATISFACTION OF ARCHITECT/OWNER 5. SHOP DRAWNGS SHALL BE SUBMITTED FOR EACH OCCUPANCY SENSOR TYPE TO BE INSTALLED, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROVIDE DESCRIPTIVE LITERATURE FOR ALL SENSORS AND COMPONENTS (SUCH AS POWER PACKS) REQUIRED FOR A COMPLETE INSTALLATION. LITERATURE SHALL BE MARKED TO SPECIFICALLY IDENTIFY THE MODEL NUMBERS. OPTIONS. SELECTIONS, COLORS, ETC. ELECTRICAL FIXTURE SCHEDULE LIGHTING POWER SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS ® 48' FLU. STRIP LIGHT FIXTURE RECEPTACLE MOUNTED CEILING MOUNTED 18X 8y'�p it CEILING MOUNTED LIGHT FIXTURE LIGHT FIXTURE — WALL OR CEILD�i RYP) 23O COMACT FLUORESCENT W WP 120V DUPLEX RECEPTACLE E E DR TH R RRII GROUND FAULT INTERRUPTER WALL MOUNTED L GHT FIXTURE — GALL OR CEILING(TYP) 23W COMPACT FLUORESCENT u V42 120V DUPLEX RECEPTACLE 42• AFF LIGHT FIXTURE MOUNTED EXTERIOR CLG. MOUNTED LIGHTING FIXTURE (WEATHER) GFI �42 112p0UVN DUPLEX pRECEPTACLE INTERRUPTER GROUNDDFAIJLT I aEI• EXTERIOR WALL MOUNTED LIGHTING FIXTURE (WEATHER) 8AFI 12op0uuVTTDEEUP1L1EX NFpBppR��ECEPTACLE ARCULTINTERRUPTER ® RECESSED LED FIXTURE GFI 8 120V DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER V FLOOD IHTXDU BATHROOM EXHAUST FAN L LIGHTING `—. EMERGENCY LIGHTING RECHARGABLE BATTERY BATHROOM EXHAUST FAN FIXTURE FEED FROM LIGHT CKT. w/LIGHT EMERGENCY LIGHTING EMERGENCY LIGHT, (2) 12W HALOGEN, NICAD 04 HOL.OPHANE C ORTEZ Al, OR EQUAL >� SMOKE DETECTOR FEEDAFROMLEIGHT CKT °� ® ® EXIT LiciHTiNG w DIRECTIONAL SYMBOL EXIT LIGHT, RED LED, BATTERY BACKUP, ��'�'� � -QT, DR EQUAL FE FIRE EXTINGUISHER oar A L T OTDI42 OCCUPANCY SENSORMUNE' AFF MOUNTED G AFF ITCH 220 V RECEPTACLE 42 D LIGHTSWITCH w/DIMMER MOUNTED 42' AFF EQUIPMENT C❑NNECTI❑N NOTES, 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS AND/OR EQUIPMENT TO BE INSTALLED, PRIOR TO ROUGH —IN. VERIFY LOCATION, CONNECTION PIOT AND MOUNTING HEIGHTS. CONTACT ENGINEER FOR DIRECTIVES IF CONFLICT OCCURS. ELECTRICAL CONTRACTOR SHALL MAKE ALL CONNECTIONS REQUIRED AND ENSURE PROPER OPERATION OF EQUIPMENT. THE SCHEDULE IS INFORMAION ONLY, VERIFY ALL INFORMATION WITH SUPPLIER'S PLANS. 2. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CORRECT, ACCURATE ELECTRICAL SERVICE TO ALL LIGHTING AND POWER CIRCUITRY, INCLUDING FEEDERS TO UTILITY AND LOCAL TRANSFORMERS, AND ALL SWITCHES AND PANELBOARDS. CONTRACTORS SHALL BE RESPONSIBLE FOR SHORT CIRCUIT AND VOLTAGE DROP MAKE NECESSARY FIELD CHANGES BASED ON THESE CALULATIONS, CONTACT ENGINEER IMMEDIATELY WHERE THERE IS A CHANGE TO THE CONSTRUCTION DOCUMENTS. PANELBOARD SCHEDULE VOLTAGE (L—LA—N): 240 / 120 V I PHASE: 1 1 WIRES: 3 -MAIN TYPE (1): MCB MAIN OC DEVICE (3): 225 A BUS RATING: 225 A MIN AIC RATING: 14,000 A ENCLOSURE TYPE: NEMA 1 MOUNTING: SURFACE FEED—THRU LUGS: NO SUB —FEED LUGS: NO ISOLATED GND BUS: NO NEUTRAL BUS: YES CKT NO DESCRIPTION BREAKER PHASE LOADS (VA) BREAKER DESCRIPTION CKT NO POLE TRIP A B TRIP POLE 1 WATER HEATER 2 35 20 1 OFFICE (S) (A) KITCHEN LIGHTING 2 3 • 20 1 HALL AND SHOWROOM 4 5 AC CONDENSOR 2 30 20 1 OFFICE FRONT 6 7 • 20 1 RECT. OFFICES HALLWAY 8 9 AC COMPRESSOR 2 30 20 1 RECT. KITCHEN 10 11 • 20 1 RECT. RESTROOMS 12 13 WAREHOUSE UGHTING 1 20 20 1 CHORUNE TANK RECEPT 14 15 WAREHOUSE RECEPT. CHARGING 1 20 20 1 EXHAUST FANS 16 17 WAREHOUSE RECEPT. 1 20 SPACE 18 19 EXTERIOR UGHTING 1 20 SPACE 20 21 EXTERIOR RECEPT. 1 20 SPACE 22 23 EXIT LIGHTS 1 20 ISPACE 24 25 CHORUNE TANK LIGHTING 1 20 ISPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE — — SPACE 32 33 SPACE — — SPACE 34 35 SPACE — — SPACE 36 37 SPACE — — SPACE 38 39 SPACE — SPACE 40 41 ISPACE — SPACE 42 TOTAL NOTES: 1. SERVICE ENTRANCE RATED. 2. HEATING AND COOUNG LOADS ARE NON —SIMULTANEOUS LOADS. 3. PROVIDE IOOX RATED BREAKER LIGHTING PLAN A QUALITY POOLS RICK COLLHARDT - DRAFTSMAN PARK PLACE CENTER LOT 8 813-761-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W. SMITH, M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHOND (CELL)813-469-2289 E-MAIL: dwsflpe@earthltnk,net LIGHTING SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT 30 MAY 2021 CHECKED D.W.S.PE SHEET OF 6 OF 7 JOB NO. 2021-0401 NOTE: FIRE EXTINGISHER MODEL 10MB-8H BADGER 101b MULTI PURPOSE ABC OR EQUIL, FE FIRE EXTINGUISHER EMERGENCY LIGHTING RECHARGABLE BATTERY FEED FROM LIGHT CKT, EXIT EXIT LIGHTS EGRESS LIGHT W/SELF-CONTAINED BATTERY PACK (CONN. AHEAD OF LOCAL LTG. CKT.) - TYPICAL OCCUPANCY LOAD CALC: EBC TABLE 1004.5 NO ROOM USE AREA NET SF:UN❑ NET/ GROSS ❑CC LOAD FACTOR OCCUPANT LOAD 101 WAREHOUSE 2134 GROSS 500 4 102 SUPERVIS❑R ❑FFICE 102 GROSS 100 1 103 KITCHEN 69 104 ACC❑UNTING ❑FFICE 102 GROSS 100 1 105 SHOWROOM 286 106 OWNERS ❑FFICE 337 GROSS 100 3 107 RESTR❑❑M 49 108 RESTR❑❑M 50 TOTAL OCCUPANCY LOAD CALCULATI❑NS 9 SAFETY PL,A FIRE CODE: 7th EDITION FLORIDA FIRE PROTECTION CODE A QUALITY POOLS RICK GOLLHARDT DRAFTSMAN PARK PLACE CENTER LOT 8 813-761-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525 PHONE: (CELL) 813-469-2289 E-MAIL; dwsflpe@earthlink,net FIRE SAFETY PLAN I SHEET OF 7OF7 SCALE DATE JOB NO. DO NOT SCALE 30 MAY 2021 DESIGN/DRAWN CHECKED 2021-0401 R. GOLLHARDT D.W.S.PE SOIL COMPACTION TO 957. OF MODIFIED PROCTER SOIL BEARING CAPACITY VALUE OF1000 LBS/SQ FT MINIMUM SLAB&F❑❑TING POURED SIMULTANE❑USLY WITH PIERS 3500 PSI W 6"x6" #10-10 WWM OVER 6 MIL P❑LYFILM W/EDGES LAPPED 6" &TAPED. OVER CLEAN COMPACTED TERMITE TREATED S❑IL SEE SHT DET'S A, FOR ANCHOR D, E& F 1" DEEP SAW CUT 4 TO 12 HRS AFTER POURING SAW CUT JOINT(TYPICAL) SAW CUT J❑INT LOCATE PER PLAN A I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Bui�ding Code 7th Edition ;`�`O w•c : tyr qi • r No. 3 08 _ STATE OF ®i D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE:(CELL)813-469-2289 E-MAIL: dwsflpe@earthlink,net BORREGARD CONSTRUCTION, INC. DADE CITY, FLORIDA C E aI 00 i 0 Co I 0 [E RICK GOLLHARDT - DRAFTSMAN 813-761-3651 rgollhardt@tampabay.rr.com FLOOR PLANS SHEET OF David W, Smith, #53608 A QUALITY POOL ZEPHYRHILLS, FLORIDA 33542 SCALE DO NOT SCALE DESIGN/DRAWN GOLLHARDT CHECKED D.W.S.PE CONCRETE: 1, ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF), USING TYPE 1 P❑RTLAND CEMENT, HAVING A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 2, APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE -ACI PUBLICATIONS: 301-72, 318-77, 347-68, AND SP-5 CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI 301-72 3, REINF❑RCING STEEL SHALL MEET ASTM A615, GRADE 40. 4, CONCRETE COVER FOR REINF❑RCING STEEL SHALL BE AS FOLLOWS; BEAMS ABOVE GRADE1 1 z" SLAB ON GROUND: CENTERED FOOTINGS: 3" @ SIDES & 3" @ BOTTOM GRADE BEAMS 1 1/2" COLUMNS: 1 1/2" STRUCTURAL SLAB: 3/4" 5, WELDED WIRE FABRIC REINF❑RCEMENT SHALL BE IN C❑MPLIANCE WITH ASTM A185, 6, ALL REINF❑RCEMENT SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING AND SH❑RING AND THE DESIGN OF THE SAME DURING C❑NSTRUCTI❑N, 8, C❑NSTRUCTI❑N JOINTS SHALL BE LOCATED PER PLAN 9, ALL REINF❑RCEMENT SHALL BE HELD SECURELY IN P❑SITI❑N WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE, 10, SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR THE EXACT L❑CATION AND ARRANGEMENT OF ANY PADS, SUPPORT FRAMES ETC, REQUIRED FOR MECHANICAL AND ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTURAL DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC, TO BE PLACED IN CONCRETE, 1L ANY CONFLICTS BETWEEN STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK AFFECTED. d• a .d d a o v d. d e n d `'-j' (2)#5 CONTINU❑US d a• THRU PIER FOOTERS 4 0° 12" 4"/3000 PSI CONCRETE SLAB W/ 6"x6" #10-10 WWM OVER 6 MIL P❑LYFILM W/EDGES LAPPED G" &TAPED, OVER CLEAN COMPACTED TERMITE TREATED SOIL POURED SIMULTANEOUSLY WITH FOOTERS W/2 #5 REBAR CONTINUOUS AND WITH PIERS PER PLAN DETAILS WF-1 TYPICAL FOOTER DETAIL FOOTING NOTES. - BOTTOM MAT 1 4'-(---,// BOTTOM MAT 1,, 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PROJECTION) d =------------v_—= ---ddv -- d 6"-6"/#10-#10 WWM E6i•�:�. 'jali1 4'-6"x 4'-6" x 4'-6" 3000 PSI CONCRETE PIER WITH (2) LAYERS OF #5 REBARS EA WAY EQUALLY SPACED W/3" MIN COVER APPROX 12" O.C. 18" (MIN 2 1/2" PR❑JECTI❑N) WITH VERT #4 REBARS @ CORNERS AND EQUALLY SPACED CF-1 TYPICAL FOETER DETAIL OW EN 0 iff 0 0 0 1" BOTTOM MAT 3' SQUARE 3/4" DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INT❑ PIER 18" (MIN 2 1/2" PR❑JECTI❑N) 6"-6'/#10-#10 WWM 3'x3'x3' 3000 PSI CONCRETE PIER WITH (2) LAYERS OF #5 REBARS EA WAY EQUALLY SPACED W/3a MIN COVER APPROX 12" Of, 18" (MIN 2 1/2" PROJECTION) WITH VERT #4 REBARS @ CORNERS AND EQUALLY SPACED CF-2 TYPICAL FOSTER DETAIL MARK FOOTING SIZE REINFORCEMENT REMARKS CF-1 4'-6" X 4'-6" X 4'-6" (5) #5 @ 12" O.C. BOTH WAYS #5 HAIR PINS PER PLAN CF-2 3'-0" X 3'-0" X 3'-0": (4) #5 @ 10" O.C. BOTH WAYS #5 HAIR PINS PER PLAN SLAB 4" 3000 PSI CONCRETE 6"-6"/# 10 - # 10 WWM OVER 6 MIL POLY FILM WF-1 12" W X 16" H (2) #5 CONT. NOTES: ALL ANCHOR BOLTS TO BE LOCATED AS SPECIFIED ON SHEET AB1 ANCHOR BOLT PLAN ALL ANCHOR BOLTS TO BE 3/4" X 15" EMBEDMENT MINIMUM BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS fli'%N ���s� 1, THE MINIMUM S❑IL BEARING CAPACITY REQUIRED TO SUPPORT THIS STRUCTURE IS 1,000 PSF, 21 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 31 TO PR❑VIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL N❑T BE LESS THAN 6 INCHES EXCEPTION PAINT OR DECORATIVE CEMENTATION FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 4, INITIAL TREATMEANT SHALL BE DINE AFTER ALL E AVATION AND BACK FILL IS COMPLETED. 5, S❑IL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED ❑F 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 ❑F S❑IL AFTER THE TREATMENT. 7, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT, RETREATMENT IS REQUIRED. 8, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR S❑IL TREATMENT, 9, AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER C❑NSTRUCTI❑N IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION ANY S❑IL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT,, 11, A CERTIFICATE OF C❑MPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF C❑MPLIANCE 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 T E BUILDING, THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, R OTHER CELLULOSE CONTAINING MATERIAL. 13. NO WOOD) VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. ALL TH'D W/NUT I HEREBY CERTIFY THAT I HAVE & Q X3"X3" REVIEWED THIS PLAN AND FIND IT TO SQ WASHERS BE IN C❑MPLIANCE WITH THE ASCE 7-16 AND THE FLORIDA BUILDING CODE 7TH EDITION �LT� ..eeeseee S ENwo •.� Q % I • STA 9V 4�7 10, ONAL DAVID W. SMITH,M,S,, P,E,#�3608 D,vWm,SMlTHq1\4-vscv y p m FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Consultin"ro)*ecs Ptn,�in,eer 9909 WALLASTON DRIVE—DADE CITYFLORIDA 33525 PHONE/TEXT:813-469-2Z89 E-MAIL: dwsflpe@earthllnk,net PROJECT STORAGE BUILDING ID PROJECT A QUALITY POOL ADDRESS ZEPHYRHILLS, FLORIDA 33542 FOUNDATION PLAN DESIGN: DWS DRAFT: DWS CK: DWSFLPE DATE:6/15/2021 I SHEET F2 OF f x .6 1