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Engineering - ZAMMIT POST DETAIL
Installer / Contractor NESCEIL FLO R ID A R E PERNIOGFNEES S LIAON No. 52583 Wayne A. Block PE # 52583 June 17, 2020 Scope of Work Replace 16 impact rated windows and 8 impact rated doors size for size. Attach 3x6 or 4x6 Aluminum mulls / bucks at jambs per plan details for new door installations. Install windows, doors, and mulls per manufacturer's specifications unless noted otherwise on this plan. Customer:ENGINEERING NOTESENGINEERING MEETS OR EXCEEDS 2017 FLORIDA BUILDING CODE, SIXTH EDITION,RESIDENTIAL PER SECTION R301, USING ASCE 7-10RISK CATEGORY II, Vult = 160 mph BASIC WIND SPEED Vasd=124 MPH, EXPOSURE D, +INTERNAL PRESSURE COEFFICIENT = 0.18The Home Depot 2455 Paces Ferry Rd Atlanta, GA 30339 General Notes Proposed work is for a unit on the 2nd floor of a two story condo building. Area of work has concrete floors, block walls and concrete headers. General Notes Florida Building Code 2017 (6th Edition) Wind Loads Calculated Based on ASCE 7-10, V=160mph, Exposure D, Category II and Enclosed Building Concrete Floor and Header with Block Walls Products Installed as per Manufacturer Specs Scope of Engineering -Replace 16 Impact Windows and 8 Impact Doors size for size -Attachment Detail for 3x6 or 4x6 Aluminum bucking as needed at jambs for new door install 2 story condo building - Unit is on 2nd Floor Valentine Zammit12478 Harbour Ridge Blvd 3-2Palm City, FL 34990 Customer: Valentine Zammit 12478 Harbour Ridge Blvd 3-2 Palm City, FL 34990 Contractor: The Home Depot 2455 Paces Ferry Rd C-11 Atlanta, GA 30339 FLOOR PLAN Entry Bedroom Bedroom Bathroom Master Bathroom Master Bedroom #5 #2 #3 #4 #7 #6 #8 #9 #10 #11 #1 #13 #12 #14 #15 #16 #17 #18#19#20 #21 #24 #23 #22 Office Living Room Existing Railing to remainKitchen Enclosed Family Room See Elevation View for Post Detail #18 2 Panel Sliding Door 120”x87” #19 2 Panel Sliding Door 120”x87” #20 2 Panel Sliding Door 120”x87” Concrete Header Concrete Floor 4x6x.125 Alum Post 4x6x.125 Alum Post 3x6x.125 Alum Post 3x6x.125 Alum Post 3x6x.125 Alum Post Existing Block Column to remain Existing Block Column to remain Existing Block Column to remain Existing Block Column to remain Install Alum Bucking as needed for door install **See Attachment Details AA & BB** **All Items Impact Glass** **All Items size for size replacement** #A #B #A #A 74’ 50’ 1x Alum Buck can be used as needed **See buck detail BB** Nominal 160 D Internal Pressure Enclosed Company Height above ground (z) -(ft.)0.0 Job Number Standard Wall Height - (ft.)Preparer Mean Roof Height (h) - (ft.)25.0 Building Width (ft.)220.0 Building Length (ft.)110.0 Roof Slope (x:12)5.0 Flat - No Hill Roof Angle (degrees)22.62 0.0 (a) Edge Strip (ft.) 10.00 0.0 20.00 0.0 0.00 0.0 1 5 15 53.0 72.0 26.5 41.6 -53.8 18-0430.06 65 -80 PGT SH7700A 2 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 3 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 4 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 5 5 15 37.0 51.0 13.1 43.6 -57.9 18-0430.06 65 -80 PGT SH7700A 6 5 15 37.0 51.0 13.1 43.6 -57.9 18-0430.06 65 -80 PGT SH7700A 7 5 15 37.0 51.0 13.1 43.6 -57.9 18-0430.06 65 -80 PGT SH7700A 8 5 15 27.0 73.0 13.7 43.5 -57.6 18-0430.06 65 -80 PGT SH7700A 9 5 15 27.0 73.0 13.7 43.5 -57.6 18-0430.06 65 -80 PGT SH7700A 10 5 15 27.0 73.0 13.7 43.5 -57.6 18-0430.06 65 -80 PGT SH7700A 11 5 10 34.0 87.0 20.5 42.3 -55.17-0504.01 75 -75 PGT FD-101 12 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 13 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 14 5 10 128.0 87.0 77.3 38.5 -47.7 19-1126.03 60 -60 PGT SGD-770 15 5 10 115.0 87.0 69.5 38.8 -48.3 19-1126.03 60 -60 PGT SGD-770 16 5 10 176.0 87.0 106.3 37.6 -45.8 19-1126.03 60 -60 PGT SGD-770 17 5 10 93.0 87.0 56.2 39.4 -49.5 19-1126.03 60 -60 PGT SGD-770 18 5 10 120.0 87.0 72.5 38.7 -48.0 19-1126.03 60 -60 PGT SGD-770 19 5 10 120.0 87.0 72.5 38.7 -48.0 19-1126.03 60 -60 PGT SGD-770 20 5 10 120.0 87.0 72.5 38.7 -48.0 19-1126.03 60 -60 PGT SGD-770 21 5 15 48.0 113.0 37.7 40.6 -51.8 18-0430.05 80 -80 PGT PW7720A 22 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 23 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A 24 5 15 37.0 72.0 18.5 42.6 -55.9 18-0430.06 65 -80 PGT SH7700A MAXIMUM NEGATIVE PRESSURE (psf) Model NumberMax Pressure Per NOA EFFECTIVE WIND AREA (sq.ft.) Lh, (ft.) 2001 - 2018 © (all wall openings: windows, doors, shutters, etc.) 10972583 Brian Kirby TOPOGRAPHIC FACTOR Hill Shape H, (ft.) Wind Load Program WALL OPENING INFORMATIONEnd 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 Exposure JOB INFORMATION The Home Depot Valentine ZammitClient Address 12478 Harbour Ridge Blvd BUILDING INFORMATION Wind Velocity (mph) Design Wind Speed Wall Openings ASCE 7-16 B 1x2.75x.650 Mull 17-0630.01 51” long +43.6 -57.9 +150.7 -150.7 22 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 C 3x6x.125 Alum Post Detail AA 87” long +38.7 -48.0 +80 -80 24 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 20 Sliding Door 19-1126.03 120”x87” +38.7 -48.0 +60 -60 A 1x2.75x.650 Mull 17-0630.01 73” long +42.6 -55.9 +56.5 -56.5 D 4x6x.125 Alum Post Detail AA 87” long +38.7 -48.0 +80 -80 21 Fixed Window 18-0430.05 48”x113” +40.6 -51.8 +80 -80 23 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 -Product Schedule* 3 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 5 Single Hung 18-0430.06 37”x51” +43.6 -57.9 +65 -80 6 Single Hung 18-0430.06 37”x51” +43.6 -57.9 +65 -80 7 Single Hung 18-0430.06 37”x51” +43.6 -57.9 +65 -80 8 Single Hung 18-0430.06 27”x73” +43.5 -57.6 +65 -80 Item Product Approval# Size Required DP Allowable DP 9 Single Hung 18-0430.06 27”x73” +43.5 -57.6 +65 -80 10 Single Hung 18-0430.06 27”x73” +43.5 -57.6 +65 -80 11 Swing Door 17-0504.01 34”x87” +42.3 -55.3 +75 -75 12 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 1 Single Hung 18-0430.06 53”x72” +41.6 -55.9 +65 -80 13 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 4 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 2 Single Hung 18-0430.06 37”x72” +42.6 -55.9 +65 -80 14 Sliding Door 19-1126.03 128”x87” +38.5 -47.7 +60 -60 15 Sliding Door 19-1126.03 115”x87” +38.8 -48.3 +60 -60 17 Sliding Door 19-1126.03 93”x87” +39.4 -49.5 +60 -60 18 Sliding Door 19-1126.03 120”x87” +38.7 -48.0 +60 -60 16 Sliding Door 19-1126.03 176”x87” +37.6 -45.8 +60 -60 19 Sliding Door 19-1126.03 120”x87” +38.7 -48.0 +60 -60 *ALL WINDOWS, DOORS, AND MULLS HAVE BEEN REVIEWED AND FOUND TO BE ACCEPTABLE FOR THE PROPOSED APPLICATIONS Concrete Block Wall or Header1x4x1/8" Mull 1/4x2.5" Concrete Screw at 12" OC BB BUCK FASTENING DETAIL 1x4x1/8" Mull 1/4x3.5" Wood Screw at 9" OC Frame Wall or Header Concrete Block Wall or Header3x6x1/8” or 4x6x1/8" Aluminum Mull 1/4x2.5" Concrete Screw at 12" OC AA BUCK FASTENING DETAIL Cut hole in post to allow installation of concrete screws (typ). ELEVATION DETAIL 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 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.