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Home My WebLink AboutProduct Review Affidavit� F i £_ yr M M 4tr.Y Planning & 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 mas masonry (+38) / (-48) (+50) J (-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 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 1 114" 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 #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 11/4" minimum FL15332.2 R6 12/31J2024 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 ) 4 (+48.2 ) / (- 8.2) 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 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 2M/C � (+29) / (-35) (+36) / (-42) PENDING APPROVAL Door 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" O(Yrasher 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 9/3Z' thread penetration into seasoned dry wood supportin .structure, (+29) / (-35) (+34.4) / (-38.3) 12/31/2023, Double Garage Series 170-175, 177, 180- 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb FL14170.7 R14 (1115) (PENDING APPROVAL) Door (ALT) 185,187 Overhead N/A and bracket location. 2 3/4„ min edge distance. (+29) / (-35) (+34.4) / (-38.3) Use galvanized (zinc coated) roofing nails, 11 or 1Z 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 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 Interwrap N/A FL5259.1 R32 12/23/2023 Underlayment Polystick IRXE Polyglass USA N/A Self adhesive (Alternate) FL17322.1 R7 12/31/2024 Underlayment (Alternate) WeatherMaster 100 Atl a s Roofl ng Corp N/A Self adhesive FL34546.1 Rl 12/31/2024 Underlayment Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.16 Rl 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 PIGem y N / A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1) 12/31/2023,` Install per manufacturers recommended requirements: FL15272.1 R4 (R5) (APPROVAL PENDING) Soffit (Alt) T2 Alside N/A (+31.6) / (-38.8) (+75) / (-75) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @-1 3/4" in FL16293.1 R3 12/31J2021 Hurricane Panels 24 GAGE Hurricane Storm N/A /2" min. edge distance, 12' o c max. s acin masonry, 2 1 concrete / mason / spacing. Can be headed N/A (+47) / (-S3) 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 / P g N/A (+45} / (-50) 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 James Hardie Install per manufacturers recommended requirements. FL13192,2 R6 12/31/2023 Lap Siding Cemplank Building Products, N/A Ifl€ FL1392,1 R7 1/1/2055 i Joists (2 Story BCI ESR=1336 N/A Install per manufacturers recommended requirements. Only) CONTROL DATE 33021 2194 HWY AJLA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 KEE., W txl to cam, w LU 4 n � o � � 0 z0 En q U hy 0 � A � a FF StMDIV. & LOT: ST LUCIE COUNTY MASTER PA PROJECT# MODEL: EXPRESS SHINGLE GARAGE SWING PAGE: 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 16 2021 MICHAEL C. ANDERSON AR NO 17305 �n�no��aesm PRINT 03.30.21 DATE: SCALE: 1 /4"=1' - 0" SKEET "'A t COPY