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HomeMy WebLinkAboutAPPROVED TK5 - COY SUNROOMInstaller / ContractorENGINEERING NOTESENGINEERING MEETS OR EXCEEDS 2020 FLORIDA BUILDING CODE, 7TH EDITION, RESIDENTIAL PER SECTION R301, USING ASCE 7-16160 mph BASIC WIND SPEED (Vult)RISK CATEGORY II, Vasd=124 MPH, EXPOSURE C, +INTERNAL PRESSURE COEFFICIENT = 0.18Lildon Engineering Company, Inc. 548 S. HWY 27, Suite B Minneola, FL 34715 (352) 394-2590 Cert. Auth. #2898 The Home Depot 2455 Paces Ferry Rd Atlanta, GA 30339 A . BELNOYCAKWNESCEIL FLO R ID A R E PERNIOGFNEES S LIAON No. 52583 STATE OF CUSTOMER:Wayne A. Block PE # 52583 Scope of Work Install 4x6 alum post as per detail and 3 impact doors to create a Category II Sunroom. Install all windows, door panels, and mulls per manufacturers specifications except where noted otherwise on this plan. General Notes Proposed work is for sunroom at the rear of a single story, single family residence with concrete floors, concrete block walls and headers. No changes to electric are proposed or required. Glazing separating the living area from the sunroom shall remain in place. No site visit was performed and all information was provided by Contractor Contractor to verify no posts being removed are load bearing. If posts are load bearing additional inspection and calculations could be required. March 15, 2021 OPTION 2: 1x3(min) #2PT BUCK, FASTENED w/ 0.097 x 1–3/8" T NAIL 16" OC AND WITHIN 6" OF CORNERS. ANCHOR WINDOWS & DOORS WITH CONCRETE SCREWS PER MANUFACTURERS DETAILS. OPTION 1: 2x4 (min) #2PT BUCK, FASTENED w/ 1/4 x 3.5" CONCRETE SCREWS (MINIMUM 1-1/4" EMBEDMENT) WITHIN 6" OF CORNERS AND 16" OC. EXTERIOR WINDOW OR DOOR BUCK IN CMU WALL OPENING ALUMINUM MULL2x6x1/4" AL. Mull (6063 T6 AL) DETAIL BB (8) # 10 x 3/4" SMS EA. SIDE, EA. WAY 2x2x1/8" AL. Angle x 5-1/2" EA. SIDE (6063 T6 AL) Concrete Block Wall2x6x1/4" AL. Mull (6063 T6 AL) (6) 1/4x2.25" CONC. SCR. EA. SIDE (8) # 10 x 3/4" SMS EA. SIDE 2x2x1/8" AL. Angle x 5-1/2" EA. SIDE (6063 T6 AL) This item has been electronically signed and sealed by Wayne A. Block, PE #52583. Printed copies of this item are not official copies. Signature must be verified on electronic copies. Concrete Block Wall2x6x1/4" Mull 1/4x3.5" Concrete Screw at 12" OC DETAIL AA DETAIL AA CONCRETE SLAB 2”x2”x1/8” AL. ANGLE 5-1/2” LONG CONCRETE HEADER 4x6x1/4” AL. POST (8) #10x3/4” SELF TAPPING SCR. ( AT EACH SIDE OF POST) (8) #10x3/4” SELF TAPPING SCR. ( AT EACH SIDE OF POST) (4) 1/4x2.25" CONC. SCR. EA. SIDE 4x6x1/4” AL. POST 2”x2”x1/8” AL. ANGLE 5-1/2” LONG (4) 1/4x2.25" CONC. SCR. EA. SIDE General NotesFlorida Building Code 2017 (6th Edition) Wind Loads Calculated Based on ASCE 7-16, V=160mph, Exposure C, Category II and Enclosed BuildingConcrete Floor and Header with Block WallsProducts Installed as per Manufacturer SpecsGlazing separating liveable space from Existing Sunroom MUST remain in place and not be removed.Scope of Work-Install 3 impact doors to create Category II Sunroom as per manufacturerspecs-Install 4x6 alum post as per detail. -Information of site conditions provided by Contractor. No site visit was performed.-Contractor to verify any existing posts are not load bearing before removal or additional engineering and site visit could be required.1 story single family house - sunroom in rear B 2x6x.25 Mull FL 9187.2 87” long +29.2 -36.2 +136.5 -136.52 Sliding Door FL 29078.2 157”x87” +28.6 -35.0 +55 -65Item Product Approval# Size Required DP Allowable DP3 Sliding Door FL 29078.2 120”x87” +29.2 -36.2 +55 -65A 2x4x.25 Mull FL 9187.2 87” long +29.2 -36.2 +74.5 -74.5C 4x6x.125 Post Detail AA 87” long +29.2 -36.2 +50 -50 -Product Schedule*1 Sliding Door FL 29078.2 157”x87” +28.6 -35.0 +55 -65 Customer:James Coy670 Senegal CtFort Pierce, FL 34982 Contractor:The Home Depot2455 Paces Ferry Rd. C-11Atlanta, GA 30339 FLOOR PLAN SEntryJames Coy670 Senegal CtFort Pierce, FL 34982 Category II SunroomSEE ELEVATION VIEW 63’48’FRONT LivingRoom Garage Kitchen #3Existing Doors MUSTremain in place S#2#1 4x6PostWAYNE - NEED A POST DETAIL FOR A 4X6x1/8” ALUM POST (Item C) ATTACHED TO CONCRETE FLOOR AND WOOD BEAM HEADERPLEASE CONFIRM IT MEETS MINIMUM +/-50 AND UPGRADE TO 1/4” THICKNESS IF REQUIRED.WINDLOADCALC.comNominal160cInternal PressureEnclosed CompanyHeight above ground (z) -(ft.)0.0 Job NumberStandard Wall Height - (ft.)8.0 PreparerMean Roof Height (h) - (ft.)15.0Building Width (ft.)48.0Building Length (ft.)63.0Roof Slope (x:12)4.0 Flat - No HillRoof Angle (degrees)18.43 0.0(a) Edge Strip (ft.) 4.80 0.09.60 0.00.00 0.0150157.0 87.0 94.928.6 -35.0 FL 29078.2 55 -65 CGI Sliding Door250157.0 87.0 94.928.6 -35.0 FL 29078.2 55 -65 CGI Sliding Door350120.0 87.0 72.529.2 -36.2 FL 29078.2 55 -65 CGI Sliding DoorExposure JOB INFORMATIONThe Home DepotJames CoyClientAddress670 Senegal CtBUILDING INFORMATIONWind Velocity (mph)Design Wind SpeedWall OpeningsASCE 7-16End Zone (ft.)ZONE z, (ft.)ManufacturerNominal Wind Load Pressures x, (ft.)MAXIMUM POSITIVE PRESSURE (psf)LENGTH (in.)NOA Approval Number Parapet Along Roof Perimeter (ft.)APPLYING WIND LOAD FOR:INFO.WIDTH (in.)OPENING ELEVATION (ft.)WIND LOAD DESIGN INFORMATIONWALL OPENING INFORMATION Lh, (ft.)2001 - 2018 ©(all wall openings: windows, doors, shutters, etc.) 11028686Brian KirbyTOPOGRAPHIC FACTOR Hill Shape H, (ft.) Wind Load Program MAXIMUM NEGATIVE PRESSURE (psf)Model NumberMax Pressure Per NOAEFFECTIVE WIND AREA (sq.ft.)www.windloadcalc.com 2/16/2021 Page1 BlockWall BlockWallConcrete Header Concrete Floor#3120x873 Panel Sliding Door #2157x874 Panel Sliding Door #1157x874 Panel Sliding Door87”120”157”157”Existing 4x4Corner Postto remain #C4x6x.125 Alum PostContractor to verify any existing posts are not load bearing before removal or additional engineering and site visit could be required.#A2x4 Mull #B2x6 Mull General Notes Florida Building Code 2017 (6th Edition) Wind Loads Calculated Based on ASCE 7-16, V=160mph, Exposure C, Category II and Enclosed Building Concrete Floor and Header with Block Walls Products Installed as per Manufacturer Specs Glazing separating liveable space from Existing Sunroom MUST remain in place and not be removed. Scope of Work -Install 3 impact doors to create Category II Sunroom as per manufacturer specs -Install 4x6 alum post as per detail. -Information of site conditions provided by Contractor. No site visit was performed. -Contractor to verify any existing posts are not load bearing before removal or additional engineering and site visit could be required. 1 story single family house - sunroom in rear *WINDOWS, DOOR PANELS AND MULLS HAVE BEEN REVIEWED AND FOUND TO BE ACCEPTABLE FOR THE PROPOSED APPLICATIONS C 4x6x.125 Post Detail AA 87” long +29.2 -36.2 +73.6 -73.6 Item Product Approval# Size Required DP Allowable DP 2 Sliding Door FL 29078.2 157”x87” +28.6 -35.0 +55 -65 -Product Schedule* 1 Sliding Door FL 29078.2 157”x87” +28.6 -35.0 +55 -65 3 Sliding Door FL 29078.2 120”x87” +29.2 -36.2 +55 -65 A 2x4x.25 Mull FL 9187.2 87” long +29.2 -36.2 +74.5 -74.5 B 2x6x.25 Mull FL 9187.2 87” long +29.2 -36.2 +136.5 -136.5 Customer: James Coy 670 Senegal Ct Fort Pierce, FL 34982 Contractor: The Home Depot 2455 Paces Ferry Rd. C-11 Atlanta, GA 30339 FLOOR PLAN S Entry James Coy 670 Senegal Ct Fort Pierce, FL 34982 Category II Sunroom SEE ELEVATION VIEW 63’ 48’ FRONT Living Room Garage Kitchen #3 Existing Doors MUST remain in place S #2#1 4x6 Post Nominal 160 c Internal Pressure Enclosed Company Height above ground (z) -(ft.)0.0 Job Number Standard Wall Height - (ft.)8.0 Preparer Mean Roof Height (h) - (ft.)15.0 Building Width (ft.)48.0 Building Length (ft.)63.0 Roof Slope (x:12)4.0 Flat - No Hill Roof Angle (degrees)18.43 0.0 (a) Edge Strip (ft.) 4.80 0.0 9.60 0.0 0.00 0.0 1 5 0 157.0 87.0 94.9 28.6 -35.0 FL 29078.2 55 -65 CGI Sliding Door 2 5 0 157.0 87.0 94.9 28.6 -35.0 FL 29078.2 55 -65 CGI Sliding Door 3 5 0 120.0 87.0 72.5 29.2 -36.2 FL 29078.2 55 -65 CGI Sliding Door Exposure JOB INFORMATION The Home Depot James CoyClient Address 670 Senegal Ct BUILDING INFORMATION Wind Velocity (mph) Design Wind Speed Wall Openings ASCE 7-16 End Zone (ft.) ZONE z, (ft.) Manufacturer Nominal Wind Load Pressures x, (ft.) MAXIMUM POSITIVE PRESSURE (psf) LENGTH (in.) NOA Approval Number Parapet Along Roof Perimeter (ft.) APPLYING WIND LOAD FOR:INFO.WIDTH (in.) OPENING ELEVATION (ft.) WIND LOAD DESIGN INFORMATION WALL OPENING INFORMATION Lh, (ft.) 2001 - 2018 © (all wall openings: windows, doors, shutters, etc.) 11028686 Brian Kirby TOPOGRAPHIC FACTOR Hill Shape H, (ft.) Wind Load Program MAXIMUM NEGATIVE PRESSURE (psf) Model NumberMax Pressure Per NOA EFFECTIVE WIND AREA (sq.ft.) Block Wall Block Wall Concrete Header Concrete Floor #3 120x87 3 Panel Sliding Door #2 157x87 4 Panel Sliding Door #1 157x87 4 Panel Sliding Door87” 120”157”157” Existing 4x4 Corner Post to remain #C 4x6x.125 Alum Post Contractor to verify any existing posts are not load bearing before removal or additional engineering and site visit could be required. #A 2x4 Mull #B 2x6 Mull James Coy670 Senegal CtFort Pierce, FL 34982