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HomeMy WebLinkAboutReview Letter Response 2-18-21 Page 1 of 2 100 S. Pershing • PO Box 110 • Morton, IL 61550 • ph. 309-263-4105 February 18th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue, Fort Pierce, FL 34982 RE: Personal Aircraft Hanger for Craig & Thea Yates 12352 Cessna Terrace, Port St. Lucie FL 34986 Permit #2101-0235 I am writing this in response to the Review Comments made by “Jpi, Inc-Andrew” dated 1/27/2021 (attached). Please review my responses along with recertified plans dated February 18th, 2021. x Comment 1 Response: Mechanical, Electrical, and Plumbing plans shall be provided by owner. x Comment 2 Response: The hanger classification group, Group III per FBC 2020 Table 412.4.6 and NFPA 409, has been added to the Design and Explanatory Notes on G1 (note 6) of the revised plans. x Comment 3 Response: Note has been added to the Design and Explanatory Notes on S5 (note 2.e) of the revised plans. x Comment 4 Response: Per FBC 2020 Table 1004.5, the calculated occupant load is 6. A life safety plan has been added to S1. x Comment 5 Response: The building use classification has been updated to “S-1” in the Building Design Criteria Table found on sheet G1. x Comment 6 Response: It is my understanding that the owner intends to use this hanger for parking and storage of a personal use aircraft (registration #N1913X) and RV. x Comment 7 Response: Applicable building live loads are provided in Note #3 of the Design and Explanatory Notes located on G1. x Comment 8 & 15 Response: An additional detail has been added to sheet S5 of the 6x10 MFS precast concrete column. x Comments 9 Response: Site fill and compaction shall be determined once site plan (see response 11) is completed and provided by site contractor. Allied Design Architectural & Engineering Group, P.C. 100 S. Pershing • PO Box 110 • Morton, IL 61550 • ph. 309-263-4105 Page 2 of 2 x Comment 10 Response: Per table 1806.2 of the 2020 FBC the minimum presumptive load- bearing value for a class of materials is 1500 psf. Note 1 on sheet S5 was updated with this presumptive load-bearing value. The footing sizes were unaffected. x Comment 11 Response: Site plan to be provided by owner. x Comment 12 Response: Slab thickness at door opening is 8” as shown on Section D/S7 x Comment 14 Response: A certified truss design output should have been provided along with the initial plan submission. I have attached the truss design to this letter. It is to be used along with the Truss/Bracing Plan found on S2. x Comment 16 Response: Noted. If there is any additional information needed, please do not hesitate to contact me to. Sincerely, Benjamin J. Zobrist, P.E. Allied Design A & E Group, P.C. Ph.: 309-263-6264 Email: ben.zobrist@allieddesignaes.com Sincerely, Benjamammmammmmmammmmmmmmmmammmmmmmmmmmmmammmmammmmmmmmmmammmmmmmammmmmmmmmmmmmammmmmmmammmammmmmammmmmmammaamammmmmmmaaammmmmmmmammmmmmaammmmaammmmmmmammmmmmmmmmmmmmmmmmmmmmammmmmammmmmmmmmmmmmmmminiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii J. Zobrisssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssstttttttttttttttt, P.PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP E. Allied Design A &&&&&&&&&&&&&&E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE Group, P.C. &(57,),&$7(0867%(9(5,),('21 (/(&7521,&&23,(635,17(' &23,(62)7+,6'2&80(17$5(127 &216,'(5('6,*1('$1'6($/(' PROPERTY INFORMATION Address: City / State / Zip: Parcel #: Zoning: 12352 Cessna Ter Port St Lucie, Fl 34986 4224-501-0047-000/9 AG-5 APPLICATION INFORMATION Permit Number: Permit Type: 2101-0235 METAL BUILDING (1 STORY ONLY) CONTRACTOR INFORMATION Contractor Name: Business Name: Business Addr: City / State / Zip: Roger S Bauer Morton Buildings Inc P O Box 399 Morton, Il 61550 REVIEWS AND COMMENTS Owner(s): Craig James Yates (Tr) / Thea Marie Yates (Tr) Jurisdiction:SAINT LUCIE COUNTY Lot#:47 Block: Stories:Automatic Sprinkler System? Fax Number:309-263-3600 No Review Type Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lori Bender 1/22/2021 1/22/2021 1/22/2021 Comment: DOCUMENTS MISSING PENDING Ellen Vaughn 1/15/2021 Comment: VEG PERMIT IN E-MAIL FILE FOLDER ENVIRONMENTAL REVIEW COMPLETE Lynn Swartzel 1/14/2021 1/15/2021 1/15/2021 Comment: FRONT COUNTER REVIEW COMPLETE Ellen Vaughn 1/13/2021 1/13/2021 1/13/2021 Comment: NOTIFIED FOR PICK UP PENDING Comment: PLANS EXAMINER REVIEW INCOMPLETE Jpi, Inc-Andrew 1/27/2021 1/27/2021 Comment: 1) A COMPLETE SET OF DRAWINGS IS REQUIRED- INCLUDING MECHANICAL, ELECTRICAL, PLUMBING. 1/27/2021 Comment: 2) PROVIDE THE HANGAR CLASSIFICATION GROUP ON THE PLANS. ([A]107.2.1) 1/27/2021 Comment: 3) FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR. (412.4.3) 1/27/2021 Comment: 4) PROVIDE THE OCCUPANT COUNT AND PROVIDE A LIFE SAFETY PLAN ([F] 1001.) 1/27/2021 Comment: 5) PROVIDE THE CORRECT OCCUPANCY FOR AN AIRCRAFT HANGER. ([A]107.2.1) 1/27/2021 Comment: 6) PROVIDE A LIST OF OPERATIONS THAT WILL OCCUR IN THE HANGER. ([A]107.2.1) Email:Mbicontractorlicense@Norto nbuildings.Com REVIEW COMMENTS Page1 1/27/2021 Comment: 7) PROVIDE THE LIVE LOADS PER (1603.1) 1/27/2021 Comment: 8) PROVIDE MORE INFORMATION FOR THE PRECAST COLUMN. ([A]107.2.1) 1/27/2021 Comment: 9) PROVIDE THE DESIGN FOR THE FILL AND SOIL COMPACTION. ([A]107.2.1) 1/27/2021 Comment: 10) PLEASE PROVIDE A GEOTECHNICAL REPORT. (1803.1) 1/27/2021 Comment: 11) SITE PLAN- PROVIDE THE FINISHED FLOOR ELEVATION, NEW ADJACENT GRADE ELEVATIONS, AND EXISTING GRADE ELEVATIONS. SHOW SLOPE OF PAD AND DRAINAGE. ([A]107.2.1) 1/27/2021 Comment: 12) THE DOOR IS DESIGNED UNDER THE OLD BUILDING CODE, PLEASE UPDATE TO THE CURRENT 2020 FBC. 1/27/2021 Comment: 13) MIN SLAB THICKNESS PER DOOR MANUFACTURER IS 6.5 INCHES. ([A]107.2.1) 1/27/2021 Comment: 14) PROVIDE A COMPLETE SET OF TRUSS DRAWINGS. ([A]107.2.1) 1/27/2021 Comment: 15) PLEASE DETAIL THE CONNECTION BETWEEN THE PRECAST CONCRETE COLUMN AND WOOD COLUMN, UNCLEAR IF THERE IS A PLATE SPLICING THE TWO TOGETHER. ([A]107.2.1) 1/27/2021 Comment: 16) ADDITIONAL PLAN REVIEW AND FIRE DEPT. REVIEW REQUIRED WHEN DOCUMENTS ARE RECEIVED. ZONING REVIEW INCOMPLETE Lydia Galbraith 1/21/2021 1/21/2021 Comment: SURVEY IS INCOMPLETE PLEASE INDICATE: - PROPOSED STRUCTURE WITH SETBACK AND DIMENSIONS - EXISTING GRADE ELEVATIONS AT LOCATION OF CONSTRUCTION - PROPOSED FINISHED FLOOR ELEVATION. A MIN. OF 18" ABOVE CENTER LINE OF ADJACENT ROAD IS REQUIRED. - ELEVATION OF CENTER LINE OF ADJACENT ROAD (CESSNA TER.) 1/21/2021 Comment: PLEASE PROVIDE AN UPDATED SIGNED AND SEALED SURVEY . SURVEY MAYBE SEND DIGITALLY BUT WILL NEED TO BE DIGITALLY SIGNED AND UNLOCKED FOR US TO CHECK SIGNATURE. 1/21/2021 Comment: SURVEY REQUIREMENTS BASED ON ST. LUCIE COUNTY LAND DEV. CODE CHAPTER 11.05.01 1/21/2021 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW COMMENTS, THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. 1/22/2021 Comment: IN CASE THE 18" ABOVE CENTER LINE OF THE ROAD IS CREATING A PROBLEM, THE PLANNING DIRECTOR MAY GRANT RELIEF OF THE CODE. A WRITTEN REQUEST SHOULD BE DIRECTED ATTENTION LESLIE OLSON, AICP, DIRECTOR PLANNING AND DEVELOPMENT SERVICES DEPARTMENT. PLEASE INCLUDE IN YOUR LETTER THE REASON OF THE REQUEST, THE PROPOSED ELEVATION, THE ELEVATION OF THE CENTER LINE OF THE ROAD, ADDRESS AND PERMIT NUMBER AND IF THE PROPERTY IS IN A FLOOD ZONE THE MIN. REQUIRED FLOOD ZONE ELEVATION. PLEASE SUBMIT THE LETTER TO MY ATTENTION. A $ 42.50 FEE IS APPLICABLE AND WILL BE ADDED TO THE PERMIT FEE. REVIEW COMMENTS Page2 BC 23-8-12 24-0-4 47-9-0 9-3-0 1-11-4L 4.042 3.953 3.953 4.042 1 TC 13-1-5 10-9-3 10-9-3 13-1-5 HO 1-3-8 HO 1-3-8 A B #20G-MN20-2.5x5 C D #20G-MN20-8.75x8.75 E F G H I #20G-MN20-6.25x8.75J #20G-MN20-8.75x8.75 K #18G-MS18-7x16 LM #20G-MN20-8.75x8.75 N #20G-MN20-5x6.25 O #20G-MN20-6.25x8.75P #20G-MN20-5x6.25 Q #20G-MN20-2.5x5 SPL S2 #18G-MS18-7x16 &11.25x12.5 &11.25x12.5 &8.75x16.25 &8.75x16.25 &11.25x12.5 &11.25x12.5 &8.75x16.25 &8.75x16.25 W7 T1 T2 T3 T4 B1 B2 W5 W9 W6 W8 W1 W3 W2 W4 W11 W13 W10 W12 WG1 WG2 EXCEPT AS SHOWN ALL PLATES ARE MN1818, # = PLATE SELECTED IN PLATE MONITOR 110012553 4295050004709(2) EngineeringJob Mark Quan 1 Type Z3RC Span 470900 P1-H1 4.042 Left OH 0 Right OH 0 MiTek® Online Plus™ APPROX. TRUSS WEIGHT: 561.4 LBS Scale: 0.150" = 1' Online Plus -- Version 30.0.069 RUN DATE: 10-DEC-20 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.47 2x10 SP-2400f-2.0E BC 0.86 2x 8 SP-2400f-2.0E WB 0.68 2x 4 SP-#1 WG --- 2x 8 SP-#1 Brace truss as follows: O.C. From To TC 24.0" 0- 0- 0 47- 9- 0 BC 45.0" 0- 0- 0 47- 9- 0 One 2x4 T-Brace O -D M -E E -J F -I Attach to 1-1/2" edge w/10d nails at 6" o.c. T-Brace must cover 90% of web length and have a MOE >= 1.40E6. psf-Ld Dead Live TC 4.0 20.0 BC 2.0 0.0 TC+BC 6.0 20.0 Total 26.0 Spacing 90.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 4656 3462 G 375 R H 4656 3462 G G = Gravity Uplift Jt Brg Size Required A 5.5" 5.5" H 5.5" 5.5" LC# 2 Dead Load Check Dur Fctrs - Lbr 0.90 Plt 0.90 plf - Dead Live* From To TC V 30 0 0.0' 47.8' BC V 15 0 0.0' 47.8' LC# 3 NonStandard Loading Dur Fctrs - Lbr 1.60 Plt 1.60 plf - Dead Live* From To TC V 18 0 0.0' 47.8' BC V 9 0 0.0' 47.8' TC N 0 185 0.0' 23.9' TC N 0 138 23.9' 47.8' LC# 4 NonStandard Loading Dur Fctrs - Lbr 1.60 Plt 1.60 plf - Dead Live* From To TC V 18 0 0.0' 47.8' BC V 9 0 0.0' 47.8' TC N 0 138 0.0' 23.9' TC N 0 185 23.9' 47.8' Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- A -B 0.41 11417 C 0.20 0.21 B -C 0.47 11113 C 0.19 0.28 C -D 0.29 11373 C 0.20 0.09 D -E 0.24 9852 C 0.15 0.09 E -F 0.24 9851 C 0.15 0.09 F -G 0.29 11364 C 0.20 0.09 G -Q 0.47 11113 C 0.19 0.28 Q -H 0.41 11416 C 0.20 0.21 --------Bottom Chords--------- A -P 0.86 10636 T 0.72 0.14 P -O 0.85 11085 T 0.70 0.15 O -S2 0.52 9874 T 0.50 0.02 S2-M 0.52 9877 T 0.50 0.02 M -K 0.36 8283 T 0.34 0.02 K -J 0.36 8283 T 0.34 0.02 J -S1 0.45 9877 T 0.43 0.02 S1-I 0.45 9873 T 0.43 0.02 I -N 0.77 11076 T 0.62 0.15 N -H 0.77 10636 T 0.64 0.13 -------------Webs------------- B -P 0.04 340 T P -C 0.31 556 C C -O 0.20 1141 T O -D 0.25 1581 C 1T-Br D -M 0.68 1790 T M -E 0.36 2186 T 1T-Br K -E 0.58 1421 T E -J 0.36 2185 T 1T-Br J -F 0.68 1797 T F -I 0.25 1583 C 1T-Br I -G 0.20 1142 T G -N 0.30 548 C N -Q 0.04 355 T TL Defl -1.04" in M -L L/540 LL Defl 0.78" in O -M L/720 Hz Disp LL DL TL Jt H 0.32" 0.15" 0.47" Shear // Grain in A -A 1.00 Plates for each ply each face. 1MBUF./(B (SPTT"SFB 1MBUF./(B (SPTT"SFB 1MBUF.4(B (SPTT"SFB +U5ZQF1MU4J[F9:+4* #./Y$US$US $./Y$US$US %./Y$US$US &./Y$US$US './Y$US$US (./Y$US$US 2./Y$US$US 1./Y$US$US 0./Y$US$US 4.4Y$US$US ../Y$US$US ,.4Y$US$US +./Y$US$US 4.4Y$US$US *./Y$US$US /./Y$US$US # = Plate Monitor used Placement Tolerance Used 0.25 in. REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Morton Buildings, Inc. Analysis Conforms To: TPI 2007 Run vertical thru bottom chord Joint K Truss is designed for no ceiling load. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Max comp. force 11417 Lbs Max tens. force 11085 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Online Plus™ © Copyright MiTek® 1996-2017 Version 30.0.069 Engineering - Portrait 12/10/2020 10:53:52 AM Page 1 EnEEEnEnEnEnEnEnEnEnEnEnEnEnnEnnEEnnnEnnEnEnEEEEEEEnEEEgigiggigggigigigigggggggggggggggneeringOHRiiRiiiiiRiRiiRiRiRiRiRiRiRiiRighghghghghghghghgghghghghghghghghghggghghghghggt tt t ttt ttttttttttttt OHOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 00000000000000000000000000000000 13-313331313333333 15151515151-51-1551-55151-51-51-51-551-51-5151-55111-1-5-5555551-11--551-51-1-51--55--1----1111 HO HOHOHOHOHOHOOHOOHOHOHOOHHHOOOHOHOOOO 1-3-8-8--8-8-88--8--88 14 Dec 2020 ALLIED DESIGNCURRENT LUMBER SPECIFICATIONS (06-01-2013)SIZE DESCRIPTION BENDING VALUE Fb2x4NO. 2 SPF 1313 PSI2x4NO. 1 SYP 1500 PSI2x4 2100f MSR SPF2100 PSI2x6 NO. 2 SPF 1138 PSI2x6 NO. 1 SYP 1350 PSI2x62100f MSR SPF2100 PSI2X6 2400 MSR SYP 2400 PSI2x8 NO. 1 SYP 1250 PSI2x8 2400 MSR SYP 2400 PSI2x10 NO. 1 SYP 1050 PSI2x10 2400 MSR SYP 2400 PSI2x12NO. 1 SYP 1000 PSI2x12 2250f MSR SYP2250 PSI1 1/2"x16"LAMINATED VENEER LUMBER2800 PSI3 1/2"x15"GLU-LAM 1650 PSI5 1/4"x16 1/2"GLU-LAM 2400 PSI5 1/4"x19 1/2"GLU-LAM 2400 PSIDESIGN AND EXPLANATORY NOTES1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESSINCORPORATED AS PART OF THESE DRAWINGS.2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATEDDIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE,REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSFb.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 17 PSFc.) FOOTINGS = 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHERNON-TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL).4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER .5.)‹ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARENOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS'SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY.6.) BUILDING USE: PERSONAL USE AIRPLANE HANGER (GROUP III CLASSIFICATION PERFBC 2020 TABLE 412.4.6 AND NFPA 409)MORTON BUILDINGS GENERAL SPECIFICATIONSLAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4SCOLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS.MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED,10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BEMECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TORESIST BOTH AXIAL AND BENDING FORCES.FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE(SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE.CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLEDWITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS).TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S.PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITHUSE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS.FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 ORBETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIREDAND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THEAUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENTSTANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.SIDING & ROOFING PANELS (FLUOROFLEX 1000 ™) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUMESTEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ONEXTERIOR.TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES,CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS.GUTTERS - 5" OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ONBOTH SIDES OF THE BUILDING.2x4 F1 F1 MFS 09/20FLORIDA PRODUCT APPROVAL NUMBERSPRODUCTFL#MBI HI-RIB WALL PANEL 25829.2MBI HI-RIB ROOF PANEL 25577.2MBI 910 ENTRY DOOR 25872.2PLY GEM MASTIC SOFFITS 23352.1OVERHEAD DOOR TBDPOWERLIFT DOOR TBDBUILDING DESIGN CRITERIABUILDING CODE 2020 FLORIDA BUILDING CODEUSE GROUPS-1 (SEE NOTE #6)CONSTRUCTION TYPEVBRISK CATEGORYIIBUILDING AREA2880 SQ. FT.EAVE HEIGHT 17.6 FT.PEAK HEIGHT 25.6 FTMEAN ROOF HEIGHT 21.6 FTMINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3GROUND SNOW LOAD 0 PSFWIND SPEED (VULT)154 MPHWIND SPEED (VASD)119 MPHEXPOSURE CATEGORY CINTERNAL PRESSURE COEFFICIENT ±0.18BUILDING DESIGN CONDITION ENCLOSEDWIND LOAD DESIGNASCE 7 (ENVELOPE METHOD)MAIN WINDFORCE RESISTING SYSTEM(ALL FORCES ACT NORMAL TO THE SURFACE)(FOR ZONES SEE MWFRS ON ELEVATIONS PAGE)(VALUES SHOWN = 0.6 * W)CASE 1 = (-) INTERNAL PRESSURE COEFFICIENTCASE 2 = (+) INTERNAL PRESSURE COEFFICIENTCASE 1 CASE 2ZONE 1E 27.2 PSF 17.0 PSFZONE 2E -25.2 PSF -35.5 PSFZONE 3E -14.0 PSF -24.2 PSFZONE 4E -12.4 PSF -22.6 PSFZONE 5E 22.4 PSF 12.2 PSFZONE 6E -7.1 PSF -17.3 PSFZONE 1 19.8 PSF 9.5 PSFZONE 2 -14.5 PSF -24.7 PSFZONE 3 -8.2 PSF -18.4 PSFZONE 4 -6.7 PSF -16.9 PSFZONE 5 16.5 PSF 6.2 PSFZONE 6 -3.1 PSF -13.3 PSFCOMPONENT & CLADDING WIND LOADS(ALL FORCES ACT NORMAL TO THE SURFACE)(FOR ZONES SEE ELEVATIONS)(VALUES SHOWN = 0.6 * W)(ASSUMED EFFECTIVE WIND AREA = 10 SQ. FT.)ZONE 1 19.3 , -61.8 PSFZONE 2e 19.3 , -61.8 PSFZONE 2n 19.3 , -90.2 PSFZONE 2r 19.3 , -90.2 PSFZONE 3e 19.3 , -90.2 PSFZONE 3r19.3 , -107.2 PSFZONE 4 33.5 , -36.3 PSFZONE 5 33.5 , -44.8 PSFSHEET INDEXSHEET# DESCRIPTIONG1 OF G1 SPECIFICATIONS & SHEET INDEXS1 OF S10 COLUMN PLANS2 OF S10TRUSS/BRACING PLANS3 OF S10 TRUSS DRAWING & DETAILSS4 OF S10 ELEVATIONSS5 OF S10 SECTIONS & DETAILSS6 OF S10 SECTIONS & DETAILSS7 OF S10 SECTIONS & DETAILSS8 OF S10 SECTIONS & DETAILSS9 OF S10 SECTIONS & DETAILSS10 OF S10 SECTIONS & DETAILSFLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020G12/10/2021------------G1,+(5(%<&(57,)<7+$77+(6758&785$/'(6,*1)257+,6%8,/',1*:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('5(*,67(5('352)(66,21$/(1*,1((5%(1-$0,1-=2%5,673()//,&(16(EHQ]REULVW#DOOLHGGHVLJQDHVFRP',*,7$//<&(57,),('%<%(1-$0,1-=2%5,6721'$7($'-$&(17726,*1$785($%29(35,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/('$1'7+(&(57,),&$7(0867%(9(5,),('21(/(&7521,&&23,(6352)(66,21$/(1*,1((5%(1-$0,1 ------=2%5,673(Date: 2021.02.18 14:23:29 -06'00' 16'8'SCALE:4'2'1'18"M30"M530"M530"M518"MCOLUMN PLAN1'-0" VENTED SIDEWALL OVERHANGS1'-0" NON-VENTED ENDWALL OVERHANGS3'-11 1/2"0'-0"11'-10"3'-11 1/2"6'-6 1/4"15'-9 1/2"7'-6"22'-3 3/4"7'-6"29'-9 3/4"7'-6"37'-3 3/4"7'-6"44'-9 3/4"7'-5 1/4"52'-3 3/4"59'-9"1'-6"0'-0"44'-9"1'-6"1'-6"46'-3"47'-9"7'-5 1/4"59'-9"7'-6"52'-3 3/4"7'-6"44'-9 3/4"7'-6"37'-3 3/4"7'-6"29'-9 3/4"7'-6"22'-3 3/4"7'-6"14'-9 3/4"7'-3 3/4"7'-3 3/4"0'-0"7'-10 1/2"47'-9"8'-0"39'-10 1/2"8'-0"31'-10 1/2"8'-0"23'-10 1/2"8'-0"15'-10 1/2"7'-10 1/2"7'-10 1/2"0'-0"IN ONE OPERATION.COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMNWITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE30" DIAMETER FOOTING WITH 5' TO BOTTOM OF 33" THICK CONCRETE-30"M5IN ONE OPERATION.COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMNWITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21" THICK CONCRETE-18"M5PERIMETER SEAL PACKAGE (COMPLETE BUILDING)-ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS-30x30 ATTIC ACCESS PANEL (VERIFY LOCATION)-44'-6"x14'-5" POWERLIFT DOOR -212'-0"x14'-0" OVERHEAD DOOR-1WITH SINGLE CYLINDER DEADBOLT, LOCKSET3068 MB910 PLAIN FLAT LEAF WALKDOOR, IN SWING, LEFT HINGE-1112HEADERED TRUSS LOCATION-4-2x12 LAMINATED COLUMN LOCATION-COLUMN PLAN LEGENDROUGH OPENING SCHEDULEUNIT SYMBOLFROM LEGENDWIDTH HEIGHT37 3/4"81"1AS5BS6CS6DS72'-0" WIDE CATWALK-ROTATE CORNER COLUMN 90°ROTATE CORNER COLUMN 90°2S7TWO BUILDING COLUMNS PLACED PER FOOTING.CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION.WITH AN ADDITIONAL READY-MIX BACKFILLED TO 4" BELOW GRADE. PLACECOLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" THREADED RODPAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE36" DIAMETER FOOTING WITH 5' TO BOTTOM OF 33" THICK CONCRETE-36"M5BS81M BASE ANCHORS-DSDSSDSINTERIOR AND EXTERIOR DOUBLE 3/4" OSB SHEARWALL (SEE DETAILS ON SHEET S10)-7/16" OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S10)-4-2x10 LAMINATED COLUMN LOCATION-3-2x8 LAMINATED COLUMN LOCATION-36"M5B36"M5B30"M530"M530"M530"M530"M518"M18"M18"M18"M18"M30"M530"M530"M530"M530"M530"M5LIFE SAFETY PLANNOTES:OCCUPANT LOAD (FBC 2020 TABLE 1004.5) = 6EGRESS TRAVEL DISTANCE = 100FTSCALE: 1' = 20'FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S12/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 16'8'SCALE:4'2'1' TRUSS/BRACING PLAN LEGEND 31243415545454516- CUSTOM 48’ R.C. TRUSS- 48' END RAFTER ASSEMBLY- 2x4 TRUSS TIES- 2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL)- 2x6 DIAGONAL X-BRACING(TO EXTEND TO FIRST TRUSS FROM ENDWALL)- 2' WIDE CATWALK1TRUSS/BRACING PLAN2345111110'-0"7'-4 1/2"7'-4 1/2"7'-6"14'-10 1/2"7'-6"22'-4 1/2"7'-6"29'-10 1/2"7'-6"37'-4 1/2"7'-6"44'-10 1/2"7'-6"52'-4 1/2"7'-4 1/2"59'-9"2x4 TRUSS TIE DETAIL9" TO 2'-0"20 GA. GALVANIZEDPURLIN CONNECTOR(1) #9X1" HWH SCREWS ON PEAK SIDE AND (2)ON EAVE SIDE IN HOLES SHOWN.(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS)60d R.S. NAILBOTTOM CHORDOF TRUSSSCALE: 1/2" = 1'-0"48' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLY(7) 4" STRUCTURAL SCREWSOVERHANG FRAME2x4 BEV. PURLIN2x6 OVERHANG NAILER4-2x10 CORNER COLUMN3"(2) 4" STRUCTURAL SCREWS IN OVERHANG FRAMETOE NAIL OVERHANG RAFTERTO OVERHANG NAILER WITH(1) 16d R.S. NAIL EACH SIDEDETAIL ASCALE: 1 1/2" = 1'-0"DETAIL BSCALE: 1 1/2" = 1'-0"48' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLY2-END COLUMN EXTENSION OR UPRIGHTASSEMBLY FASTENED TO END RAFTERASSEMBLY AS SHOWN AND TO EACHINTERSECTING WEB. FASTEN TO HEADERAND FRAMING MEMBER WITH (2) 16d R.S.NAILS INTO EACH END COLUMNEXTENSION MEMBER OR UPRIGHT.(10) 4" STRUCTURAL SCREWS PER CONNECTIONBS233AS26555555FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S22/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 11" TO 1'-7 1/2"SCALE: 1 1/2" = 1'-0"(PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW)20 GA. GALVANIZEDPURLIN CONNECTOR(1) #9x1" HWH SCREW ON PEAK SIDE AND(2) #9x1" HWH SCREWS ON EAVE SIDE OFPURLIN IN HOLES SHOWN (JOINT MUST BETIGHT BEFORE FASTENING CLIPS)2x4 PURLIN 2x4 BUTTED PURLIN DETAIL TOP CHORDOF TRUSSHEADLOK .19"x6.0" FLATHEAD LAG SCREW(ICC-ES REPORT ESR-1078)- INDICATES PURLINS TO BE FASTENED W/SIMPSON H3 HURRICANE ANCHOR ANDHEADLOK .19"x6.0" FLATHEAD LAGSCREW. ALL OTHER PURLINS TO BEFASTENED W/ HEADLOK .19"x6.0"FLATHEAD LAG SCREWS.11" TO 1'-7 1/2"(PURLIN CONNECTED WITH 6" HEADLOK FLATHEADLAG SCREW AND SIMPSON H3 CLIP)SCALE: 1 1/2" = 1'-0"20 GA. GALVANIZEDPURLIN CONNECTOR(1) #9x1" HWH SCREW ON PEAK SIDE AND(2) #9x1" HWH SCREWS ON EAVE SIDE OFPURLIN IN HOLES SHOWN (JOINT MUST BETIGHT BEFORE FASTENING CLIPS)2x4 PURLIN 2x4 BUTTED PURLIN DETAIL SIMPSON H3 HURRICANEANCHOR FASTENED TOTRUSS AND PURLIN W/(4)0.135" x 1 1/2" R.S. NAILSTOP CHORDOF TRUSSHEADLOK .19"x6.0" FLATHEAD LAG SCREW(ICC-ES REPORT ESR-1078)4.8' WIDE(ZONE 2 & 3)4.8' WIDE(ZONE 2 & 3)48' WIDE BUILDING PURLIN LAYOUTSCALE: 1/2" = 1'-0"INTERMEDIATE TRUSS & END RAFTER LOCATIONSSECTION A-ASCALE: 1 1/2" = 1'-0"CENTER 2x4 (NO. 1 SYP) WEBSTIFFENER ON TRUSS WEB &NAIL W/ 3-1/2" HDG R.S. GUNNAILS OR 16d R.S. NAILS WITHIN4" OF ENDS & 6" O.C., STAGGEREDAACUSTOM 48' R.C. TRUSSSCALE: = 1'-0"3/8"47- 9- 09- 3- 041TRUSS SPACING O.C.LIVE LOADDEAD LOADCEILING LOADTOTAL LOADPSFPSFPSFPSF7'-6"174223Bic# 4295050004709AAAAAAFLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S32/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 16'8'SCALE:4'2'1'DESIGN AND EXPLANATORY NOTES1.) EXTERIOR DOOR LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THENAILERS AND ARE TO THE CENTER OF THE DOOR UNITS. VERIFY ALL DOORLOCATIONS WITH THE OWNER.12424'-0"0'-0"24'-0"24'-0"48'-0"EAST ELEVATION124T#167 BASE TRIMT#21 CORNER TRIMT#16 GABLE TRIMHI-RIB STEEL SIDINGHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIMWEST ELEVATIONT#167 BASE TRIMT#21 CORNER TRIM5" O.G. GUTTERSVENT-A-RIDGEHI-RIB STEEL SIDINGHI-RIB STEEL WAINSCOTT#167 TRANSITION TRIM10'-0"0'-0"10'-0"46'-0"56'-0"4'-0"60'-0"SOUTH ELEVATIONNORTH ELEVATIONReferenceCornerMWFRS215E2E53E4E466E31E(ZONE 3r)(ZONE 2n)(ZONE 3e)(ZONE 1)(ZONE 2e)50.4' WIDE (ZONE 4)38.4' WIDE (ZONE 4)14.8' WIDE(ZONES 2e & 3e)(ZONES 2r & 3r)4.8' WIDE(ZONE 5)4.8' WIDE(ZONE 5)4.8' WIDE4.8' WIDE(ZONES 2n, 3e, & 3r)4.8' WIDE(ZONE 2r)(ZONE 5)4.8' WIDE(ZONE 5)4.8' WIDE(ZONES 2n, 3e, & 3r)2FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S42/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' DESIGN AND EXPLANATORY NOTES1. FOOTINGS ARE DESIGNED FOR A 1500 PSF SOIL BEARING CAPACITY. LOCALCONDITIONS MAY REQUIRE MODIFICATIONS.2. CONCRETE FLOOR NOTES:a. 3500 PSI, 5 1/2 BAG MIX CONCRETE.b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUMDISTANCE OF 10' PLUS OVERHANG WIDTH.c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3.UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORINGMATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLBE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT.d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS.e. FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROMREMAINING ON THE FLOOR.3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3" OFLOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OFLOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HANDTAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT.4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDINGWATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLECONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATIONINSTRUCTIONS.16'-0"GRADE TO HEEL2x2 VERTICAL BLOCKINGAT COLUMN LOCATIONFLUOROFLEX™ 1000 HI-RIB STEELFLUOROFLEX™ 1000 HI-RIB STEEL2x6 OVERHANG NAILERHI-RIB/SOFFIT CAPSOFFITT#144 & 146 FASCIA TRIM2x6 BEV. FASCIAFILLER STRIP2x4 BEV. PURLIN2x4 BEV. PURLIN16'-0"GRADE TO HEELCUSTOM 48’ R.C. TRUSS5" O.G. GUTTERS4-2x10 LAMINATED COLUMN (2) 1/2"x7 1/2" M. BOLTS & (12) 60d RS NAILS2x4 PURLINS @ 23" O.C.(2100 MSR SPF) FASTEN W/HEADLOK .19"x6.0" FLATHEADLAG SCREWSMFS PRE-CAST CONCRETE COLUMN8"(60) 1/4" x 3" POWER LAG WASHER HEADYELLOW ZINC SCREWSFINISH GRADE5'-0"33" THICK CONCRETE PAD(2500 PSI MINIMUM).32" BELOW BOTTOM OF PRECAST CONCRETE COLUMNAROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.30"ØADDITIONAL REBAR CAGE4" CONCRETE FLOOR4" MINIMUM COMPACTED GRANULAR BASEOR IN SITU GRANULAR SOIL81M BASE ANCHOR460M & 470M BRACKETS FASTENED TO MFSW/(2) HUS-P 6x40/5 SCREW ANCHORS EACH(1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 460M &470M BRACKETS WITH #14A x 1 1/2" MILLED SCREWSFLUOROFLEX 1000 HI-RIB STEEL WAINSCOTT#167 TRANSITION TRIMT#167 BASE TRIMFILLER STRIPFILLER STRIP( 7 ) ROWS 2x6 NAILERS (2100 MSR SPF)FILLER STRIPSCALE: 1/2" = 1'-0"SIDEWALL SECTION ALAMINATED COLUMNTRUSS IN COLUMNSADDLEPRECAST CONCRETECOLUMNLOWER COLUMNINSTALLATION1. INSTALL PRECAST CONCRETECOLUMN W/ADJUSTMENT ROD &BASE PLATE IN THE AUGEREDHOLE.2. PLUMB PRECAST CONCRETECOLUMN IN BOTH DIRECTIONS3. ADJUST HEIGHT UP OR DOWNWITH ADJUSTMENT HEX ROD4. POUR READI-MIX CONCRETE INTOTHE HOLE AS SPECIFIED.5. BACKFILL AND COMPACT THEANNULAR SPACE AROUND THECOLUMN TO GRADE WITH SOILAUGERED FROM THE SITE.3/4" ADJUSTMENT RODWITH BASE PLATEUNDISTURBED SOILLOWER COLUMNISOMETRICR-30 BLOWN-IN INSULATION4 MIL VAPOR RETARDERINTERIOR HI-RIB STEEL2x4 TOP BLOCK & T#11INSULATION STOP/AIR DEFLECTORADDITIONAL 2x4 NAILER W/ T#37345762x10 SADDLE BLOCK81M BASE ANCHOR FASTENING DETAILSCALE: 1 1/2" = 1'-0"3/16"x3/4"x33.5" H.R. FLAT STEEL(2) HUS-P 6x60/5/25 2-3/8"SCREW ANCHORS PER STRAP6X10 PRECAST CONCRETE COLUMN30°(2) HUS-P 6x60/5/25 2-3/8"SCREW ANCHORS PER STRAP6X12 PRECAST CONCRETE COLUMN30°3/16"x3/4"x33.5" H.R. FLAT STEELSCALE: 1" = 1'-0"5x10 MORTON FOUNDATION SYSTEMCONCRETE COLUMN DETAILUPPER WOOD COLUMN#4 GRADE A706 REBAR6"x6"x11 GAUGE STEELSUPPORT PLATE3/4"-10x14" THREADED ROD3/4"-10 HEX NUT10,000 PSI CONCRETE COLUMN(60) 1/4"x2-1/2" POWER LAGS,WASHER HEAD YELLOW ZINC(10 EACH SIDE)6"x9-1/4"x8 GAUGE STEELBASE PLATE8-7/8"x17"x7 GAUGESTEEL SIDE PLATE36"FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S52/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' SCALE: 1/2" = 1'-0"ENDWALL SECTION B48' - 2x10 (NO.1 SYP)END RAFTER ASSEMBLY8"FINISH GRADE4" CONCRETE FLOOR4" MINIMUM COMPACTED GRANULAR BASEOR IN SITU GRANULAR SOIL4'-0"21" THICK CONCRETE PAD(2500 PSI MINIMUM).20" BELOW BOTTOM OF PRECAST CONCRETE COLUMNAROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.PLACE CONCRETE BELOW AND ABOVE BOTTOM OFLOWER COLUMN IN ONE OPERATION.18"Ø2' END BRACE STRAP W/ PRE-PUNCHEDHOLES (BEND TO FIT) FASTENED W/(3) 0.140 x 1 1/2" R.S. NAILS(4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS(1) 4" STRUCTURAL SCREW THROUGH STRAP& INTO BRACE2x6 DIAGONAL BRACING FASTENEDTO COLUMN W/(4) 16d R.S. NAILSCUSTOM 48’ R.C. TRUSS2x4 TRUSS TIE2x4 PURLINSFLUOROFLEX™ 1000 HI-RIB STEEL2-2x8 E.C.E.HI-RIB/SOFFIT CAP TRIMSOFFITT#194 TRIM2x6 FASCIAT#16 GABLE TRIMGABLE FILLER PLUGSCUSTOM 48’ R.C. TRUSS2x10 BLOCKT#124T#1292x2 BLOCKT#151T#1542x3 JAMB (BEYOND;BOTTOM 2' TREATED)4-2x10 JAMB COLUMN (BEYOND)2x6 TRACK BLOCK (BEYOND;BOTTOM 2' TREATED)GRADE TO BOTTOMOF 2x8 BLOCKO.H.D.ALUMASEALT#1533-2x10 STUB COLUMN112(2) 1/2"x5 1/2" M. BOLTS & (12) 4” STRUCTURAL SCREWSHEADER FASTENING SCHEDULEHEADERMEMBERSTUBCOLUMNJAMBCOLUMNEA. LVL12 14NOTES:1. NUMBERS ABOVE ARE 4" STRUCTURAL SCREWS REQUIRED PER CONNECTION.2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING.3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING.OHD HEADER SECTION C SCALE: 1" = 1'-0"T#11HI-RIB STEEL14'-2"(32) 1/4" x 2 1/2" POWER LAG WASHER HEADYELLOW ZINC SCREWS3-2x8 LAMINATED COLUMN(2) 1 1/2"x16" LVLHEADERS (2800fb)2x10 BLOCK2x6 BLOCKSIMPSON H3 HURRICANE ANCHORSEE PURLIN LAYOUT ON S3 FOR LOCATIONS360M & 370M BRACKETS FASTENED TO MFSW/(2) HUS-P 6x40/5 SCREW ANCHORS EACH(1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M &370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWSFLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S62/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' STEEL STRAP W/(16) 1 1/2" R.S. NAILS2x4 PURLINSSIMPSON A35 FRAMING CLIP EACH SIDE OF BRACE WITH(6) #9x1-1/2" SD SCREWS INTO TRUSSAND BRACE (12 TOTAL PER FRAMING CLIP)FASTEN EACH BOTTOMCHORD TO EACH UPRIGHTW/ (6) 4" STRUCTURALSCREWSFLUOROFLEX 1000 HI-RIB STEEL3-2x12 UPRIGHTS2x4 PURLINSSTEEL STRAP W/ (16) 1 1/2" R.S. NAILSCUSTOM 48' R.C. TRUSSSTEEL STRAP W/ (16) 1 1/2" R.S. NAILSSIMPSON A35 FRAMING CLIP EACH SIDE OF BRACE WITH(6) #9x1-1/2" SD SCREWS INTO TRUSSAND BRACE (12 TOTAL PER FRAMING CLIP)SIMPSON A35 FRAMING CLIP EACH SIDE OF BRACE WITH(6) #9x1-1/2" SD SCREWS INTO TRUSSAND BRACE (12 TOTAL PER FRAMING CLIP)POWER-LIFT DOOR HEADER SECTION DSCALE 1 1/2" = 1'-0"(2) 2x12 FLAT BLOCKSHI-RIB/SOFFIT CAPSOFFITT#16 GABLE TRIM2x6 FASCIAT#194 TRIMFLUOROFLEX 1000 HI-RIB STEEL(2) CUSTOM 48' R.C. TRUSSES(ABOVE)GABLE PURLIN FLASHINGT#167T#105T#131HI-RIB STEEL1"FULL HEIGHT 4-2x12 LAMINATED COLUMNADDITIONAL 2x12 TREATED LAMINATE2x6 DIAGONAL BRACE2x6 DIAGONAL BRACINGFASTENED TO 3-2x12UPRIGHTS WITH (6) 4"STRUCTURAL SCREWS4-2x12 LAMINATED COLUMN(ROTATED 90°)FLUOROFLEX 1000 HI-RIB STEELT#21 CORNER TRIM2x6 NAILERHI-RIB STEELT#131T#134/T#1242x4 VERTICAL BLOCK44'-9"POWER-LIFT DOOR JAMB DETAIL #2SCALE: 1 1/2" = 1'-0"(2) 2x10 HEADERS (NO. 1 SYP)FASTEN EACH HEADER TO EACHUPRIGHT W/ (6) 4" STRUCTURALSCREWS AND FASTEN TO 2x12 FLATBLOCKS W/ 0.131"x2-3/4" (10d)GUN NAILS @ 6" O.C., STAGGERED4"4"MORTONGRADE10"T#1672 1/2"2"4" CONCRETE FLOOR3"SLOPE CONCRETE FLOOR DOWN 1"STARTING 2' INSIDE THE BUILDING14'-8"GRADE TOBOTTOM OF HEADERFULL HEIGHT 4-2x12 LAMINATED JAMB COLUMN(BEYOND)POWERLIFT DOOR(2) CUSTOM 48' R.C. TRUSSESFASTEN EACH TOP CHORD TOEACH UPRIGHT W/ (6) 4"STRUCTURAL SCREWS2x4 TRUSS TIE AT STANDARD LOCATIONS(2) LAYERS 3/4" OSB W/ 2x12BLOCKING @ PANEL EDGES2x4 STIFFENER FASTENED TODIAGONAL BRACE W/ 10dR.S. GUN NAILS @ 6" O.C.2x4 STIFFENER FASTENED TODIAGONAL BRACE W/ 10dR.S. GUN NAILS @ 6" O.C.2x6 DIAGONAL BRACE2x6 DIAGONAL BRACE2x4 TRUSS TIE FASTENED TO UPRIGHTWITH (5) 4" STRUCTURAL SCREWSFLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S72/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 44'-9"5'-0"3'-10 1/2"4'-0"4'-0"4'-0"4'-0"3'-10 1/2"3-2x12 UPRIGHT/2x6X-BRACINGLOCATIONDIMENSIONS(2) 2x12 FLAT BLOCKS2x10 HEADER EACH SIDE4-2x12LAMINATEDCOLUMNROTATED 90°FULL HEIGHT 4-2x12LAMINATED COLUMNADDITIONAL 2x12TREATED LAMINATE4" CONCRETE FLOOR W/ THICKENED EDGE AT DOOR JAMB2x8 TREATED BASEBOARD(2) CUSTOM 48' R.C. TRUSSES(ONE ON EACH SIDE OF UPRIGHTS)3-2x12 UPRIGHTS W/2x6 X-BRACING TO 1st TRUSS, TYPICAL2x6 STRIPPING CUT BETWEEN TRUSS WEBSPOWER-LIFT DOOR FRAMING ELEVATIONSCALE 3/8" = 1'-0"DESIGN AND EXPLANATORY NOTES1.) FASTEN EACH TRUSS TOP CHORD AND BOTTOM CHORD TO FULL HEIGHT 4-2x12LAMINATED JAMB COLUMN WITH (10) 4" STRUCTURAL SCREWS (20 SCREWS TOTAL).SEENOTE #1FASTEN EACH TRUSS HEEL TOCORNER COLUMN W/ (8) 4"STRUCTURAL SCREWS (16 TOTAL)14'-8"GRADE TOBOTTOM OF 2X10HEADERS2x4 BLOCK(2) LAYERS 3/4" OSB W/ 2x12BLOCKING @ PANEL EDGES5'-0"4'-0"4'-0"4'-0"4'-0"SEENOTE #14'-0"4'-0"FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S82/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 2x4 RUNNERFASTEN EACH JOIST TO RUNNERWITH (2) 16d R.S. NAILSTOE-NAIL EACH RUNNER TOTOP OF LOWER TRUSS CHORDWITH (2) 16d R.S. NAILS (ONEFROM EACH SIDE OF RUNNER)2x4 JOISTS @ 24" O.C.LOWER TRUSS CHORDLOWER TRUSS CHORD2x4 RUNNERS MUST BESPLICED ON TOP OFLOWER TRUSS CHORD2x4x12" SPLICE BLOCK - FASTENBLOCK TO EACH RUNNER WITH(2) 16d R.S. NAILS (4 PER BLOCK)NOTE:7/16" O.S.B. DECKING NOTSHOWN FOR CLARITY. ATTACHDECKING TO JOISTS ANDRUNNERS WITH 1-3/4" R.S. COILNAILS 12" O.C.2' CATWALK DETAILPERPENDICULAR TO TRUSSESSCALE: 1"=1'-0"ROOF STRUCTURE FASTENING SCHEDULEVENT-A-RIDGE TO BASE TRIM#9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c.RIDGE BASE TRIM TO 2x4 PURLINS#9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.)HI-RIB STEEL TO 2x4 PURLINS#9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.)123WALL FRAMING FASTENING SCHEDULE2x6 NAILER TO COLUMN(4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTIONHI-RIB STEEL TO NAILERS#9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.)SOFFIT TO WALLINSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAPSOFFIT TO FASCIAT-50 MONEL STAPLES (2) PER PIECE4567FLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S92/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/(' 7/16" OSB SHEARWALL ELEVATIONSCALE: 1/2" = 1'-0"7/16" OSB2x6 VERTICAL BLOCKS @COLUMN BETWEEN NAILERSPERIMETER OF OSB SHEETSNAILED W/1-3/4" RINGSHANK COIL GUN NAILSSPACED 3" O.C.OSB NAILED TOINTERMEDIATE SUPPORTSW/1-3/4" RING SHANK COILGUN NAILS SPACED 6" O.C.LAMINATED COLUMNEXTRA NAILER ADDED(24" O.C. MAX SPACING)2x8 TREATED BASEBOARD 2x6 NAILERS2x6 BLOCK BETWEEN NAILERSNAILED TO COLUMN W/20dGUN NAILS. NAILED 3" O.C.LAMINATED COLUMN2x6 NAILERS7/16" OSBLAMINATED COLUMNOSB SHEARWALL DETAILSCALE: 1/2" = 1'-0"2x6 OVERHANG NAILER2x6 BACKER BLOCKO.S.B. FASTENING*(2) LAYERS 3/4" OSBDOUBLE LAYER 3/4" O.S.B. SHEARWALL FRAMING ELEVATIONSCALE: 1/2" = 1'-0"BACKER BLOCK FRAMING DETAILSCALE: 1 1/2" = 1'-0"O.S.B. SHEARWALL DETAILSCALE: 1 1/2" = 1'-0"* - O.S.B. FASTENING INSTRUCTIONS: 1.) FASTEN FIRST LAYER 3/4" O.S.B. W/8d NAILS @ 3" O.C.ALONG PANEL EDGES & 6" O.C. ALONGINTERMEDIATE FRAMING. 2.) FASTEN SECOND LAYER 3/4" O.S.B. W/10d NAILS @3" O.C. ALONG PANEL EDGES & 6" O.C. ALONGINTERMEDIATE FRAMING.2x10 HEADER2x6 NAILERS2x12 HORIZONTALBLOCKING @ PANEL EDGES(2) LAYERS 3/4" OSB ON EXTERIORAND INTERIOR OF WALL*FIRST & SECOND LAYER PANELJOINTS SHALL BE STAGGEREDLAMINATED COLUMNMORTON GRADE4-2x12LAMINATEDCOLUMN(ROTATED 90°)2x6 NAILER2x12 HORIZONTALBLOCKING @ PANEL EDGES4-2x12LAMINATEDCOLUMN W/ADDITIONALLAMINATE2x4 BLOCK(2) LAYERS 3/4" OSB2X6 BACKER BLOCKFASTEN 2X10 HEADER TOEACH COLUMN W/ (6) 4"STRUCTURAL SCREWSFLCOA # 8,400 (ENG) COA # AA003469 (AR)100 S. PERSHING P.O. BOX 110 MORTON, IL 61550PHONE NUMBER: 309-263-4105ALLIED DESIGN ARCHITECTURAL & ENGINEERING GROUP, P.C.BENJAMIN J. ZOBRIST, P.E.REG. # 89211JOB NO.OFFICE:DRAWN BY:DATE:DATE:SCALE:SHEET NO.OFCHECKED BY:REVISED DATE:REVISED DATE:REVISED DATE:REVISED DATE:AS NOTEDPORT CHARLOTTE, FL161-101873CRAIG YATESFT. PIERCE, FLLMI11/20/2020TP12/7/2020S102/10/2021------------S1018 Feb 2021',*,7$//<6,*1('$1'6($/('%<%(1-$0,1-=2%5,67&(57,),&$7(0867%(9(5,),('21(/(7521,&&23,(635,17('&23,(62)7+,6'2&80(17$5(127&216,'(5('6,*1('$1'6($/('