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Home My WebLink AboutProduct Review AffidavitFL # 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 MI Window and shown in elevations and installation details.For anchoring through frame into masonry FL17499.2 R8 10/08/2023 SH Window 185 SH Doors Non Impact /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum (+38) / (-48) (+SO) / (-50 ) 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 13/8" 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 12/31/2024 Vertical Mullion 5764 Doors Non Impact 1".min. edge distance.. Locate anchors as shown in installation details. (+38) / (-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 1 1/4" 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 21/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10 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 wJ 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 Aide of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R6 12/31/2021 Opaque single Smooth Star fiherma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom FL16107.3 R13 (R14) 12/31/2038, Double Garage 16:2x7 7&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 1 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 Door(ALT) 8024 Wayne Dalton N/A 1 9/32" thread penetration into seasoned dry wood supporting structure. (+29) / (-35) (+34.4) J (-38.3) 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (R15) 3, Double Garage Series 170-175, 177, 180- Overhead N/A and bracket location. 2 3/4" min edge distance. g +29 ( ) / (-35) +34.4 / (-38.3 ( ) ) DING APPROVAL) (PENDING APPROVAL) Door(ALT) 185, 187 Use galvanized (zinc coated) roofing nails, 11 gr 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into 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 Rl 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head it 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 Interwrap N/A FL5259.1 R32 12/23/2023 .Underlayment Polystick lRXE Polyglass USA N/A Selfadhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 Rl 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 Rl 3J28/2023 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 PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL15272.1 R4 (RS} 12/31/2023, Soffit (Alt) T2 Alside ' N/A (+31.6) / (-38.8) (+75) / (-75) (APPROVAL PENDING) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in F616293.1 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 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 (+45)/(-50) 6' span or more panel MFG. screw or all thread but with wing nuts. FL17147.1 R5 6/27/2021 Zip System Wall Sheathing Huber N/A install per manufacturers recommended requirements. N/A N/A Sheathing James Hardie Install per manufacturers recommended requirements. FL13192.2 R6 12/31/2023 Lap Siding Cemplank BUllding Products, N/A Inc - F1.1392.1 R7 1/1/2055 I Joists (2 Story BCI ESR-1335 N/A Install per manufacturers recommended requirements. Only) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3218023591 www.abdesigngroup.com AA #: 0003325 h w C riq Q o 0. to 0 q U E rY ¢ q e m e h SU39DIV. & LOT: ST LUCIE COUNTY MASTER PA PROJECT* MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: WO MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 1 6 2021 MICHAEL C. ANDERSON AR NO 17305 00 PRINT 03.30.21 DATE: SCALE: 1 /4" =1'- O" SHEET _P A_.