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HomeMy WebLinkAboutProduct Review AffidavitPlanning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Non Impact shown in elevations and installation details.For anchoring through frame into masonry (+38) / (-48) (+50) / (-50) Doors / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use 1/4" MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ FL15353.2 RS 12/31/Z024 Vertical Mullion 5764 Doors Non Impact i" min. edge distance. Locate anchors as shown in installation details. (+38) J (-48) (+48.1 / (-48:1) For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15349.1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use 410 wood screws with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as - shown in elevations and installation details.For anchoring through frame into masonry MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum FL15332.2 R6 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in +33 ( ) / ( 41 ) (+48.2 ) � (-48.2) installation details: 1/4" concrete screw 6" edge distance @ head, 4" edge distance @jamb, 4" each side Opaque single of transom centerline to bucking. Fastener spacing @ 15"o/c max. @ head and jamb, FL20461.17 R6 12/31/2021 door with transom Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47, FL16107.3 R13 (R14) 12/31/2038, Double Garage 16.2z7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (-35) (+36) / (-42) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with f 1/8" ,OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Double Garage Max fastener spacing of 20". 3/8"dia. X 3" long lag screws with 1" OD washers with a FL8248.11 R20 12/31/2023 Do ALT 8024 Wayne Dalton N/A 1 9/32" thread penetration into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) / (-38.3) y 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 12/31/2023, Double Garage Series 170-175, 177,180- Overhead N/A and bracket location. 2 3/4" min edge distance. (+29)/ (-35) (+34.4) / (-38.3) (PENDING APPROVAL) Door(ALT) 185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood�or 3/4" intq boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12/31/2024 Roof IKO SHINGLES IKO C@mbridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Int@fwrap N/A fL5259.1 R32 12/23/2023 Underlayment PolystfckitxE Polyglass USA N/A Self adhesive - (Alternate) FL17322:1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas Roof ng Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive - (Alternate) FL27076.16 R1 3/28/2023 Underlayment Weather Armor SB-1 APOC N/A Self adhesive (Alternate) FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9/21/2026 Off Ridge Vent MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A ALTERNATE FL33919.1 R1 12/31/2024 Soffit Variform Soffits PI Gem y N A / Install per manufacturers recommended requirements. +31.6 / (-38.8 ( ) ) +157 ( ) / (-46.1) 12/31/2023, Install per manufacturers recommended requirements. FL15272.L R4 IRS) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75j / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in FL16293.1 R3 12/31/2021 Hurricane Panels 24 GAGE Hurricane Storm N / A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed N/A (+47) / (-53) Less than 6' span panel MFG. screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12J31/2021 Hurricane Panels 24 GAGE Hurricane Storm N/A concrete / masonry, 2 1/2" min. edge distance, 12"o/c max. spacing. Can be headed N/A (+45)/(-SO) 6' span or more panel MFG. screw or all thread but with wing nuts, FL17147:1 RS 6/27/2021 Zip System Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A Sheathing Jamd§ Hardie Install per manufacturers recommended requirements. FL1342.2 R6 12/31/2023 Lap Siding Cemplank Building Products, N/A Inc FL13@2.1 R7 1/1/2055 1 Joists (2 Story BCI ESf1=1336 N/A Install per manufacturers recommended requirements. Only) CONTROL DATE 3,30,21 2194 HWY A1A, SUITE 301 ►NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdes►gngroup.com AA #: 0003325 .04 w W 0 v W w a o h 0 4 � Z q 0 N Y A � 2 BU13D T: ST LUCIE COUNTY MASTER PA PROJECT: MODEL - EXPRESS SHINGLE GARAGE SWING.: PAGE: %L60 MPK EXP. C ARCHITECT: STATE OF FLORIDA y APR 1i 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03.30.21 DATE: SCALE: 1/4"=1 -0" SHEET IPAll:,,_ Pae 1 r, 1Q1 da ✓� G4lk* ��b