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N <br />C> <br />04 <br />te <br />C. <br />9 <br />PRODUCT APPROVAL SPECIFICATION SHEET <br />,s required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the <br />uilding components listed below if they will be utilized on the construction project for which you are applying for a building permit, We <br />ecommend You contact your local product supplier should you not know the product approval n Limber for any of the applicable listed products. <br />CategoryfSubcate2ory <br />Manufacturer <br />Product Description <br />:Approval Number(s) <br />1. EXTERIOR DOORS <br />A. SWINGING <br />Plastpro Inc./ Nanya Plastics <br />Distinction Filberglass, Entry Doors <br />FL6184 <br />B. SLIDING <br />Atrium <br />Mk 2/31415, Mk 2113/415 H P, MK 2/3/4/5 XHP <br />FL7864-Rl <br />BetterBilt (Ml Home Prod.) <br />420, 470/452, 470HP1452HP <br />FL5483-RI <br />Fla. Extruders (Milestone) <br />Series 1000 <br />FL45-R4 <br />General Aluminum <br />420/430/440 <br />FL5170-Rl <br />Suncoast Designers Inc. <br />Mullions <br />FL1861-Ri <br />Fixed Glass Windows <br />FL3913-R2, FL4397-Rl <br />C. SECTIONAL <br />Clopay Building Products <br />Residential VVindCode Doors <br />FL3026-Rl <br />Wayne -Dalton Corp. <br />5120/9100 <br />FL7824 <br />D. OTHER <br />2. WINDOWS <br />A. SINGLE HUNG <br />Atrium <br />Mk 40/50, Mk 40/50 HP <br />FL7844-Ri <br />BetterBilt <br />165� 165/3000, 74013740, 3240/4250HP <br />FL5438 <br />Fla. Extruders <br />Series 1000/1500/2000 <br />FL42-R4 <br />General Aluminum <br />1100/1140,11440/1450/1540/1550/1570/1900/ <br />FL5171 <br />1940/1970 <br />B. HORIZONTAL SLIDER <br />Atrium <br />RVV HP, RW XHP. RW4-XHP <br />FL7861-RI <br />BetterBilt <br />168/3168, 680 <br />FL6024 <br />Fla. Extruders (Milestone) <br />Series 1000 <br />FL43-R4, FL7943-R2 <br />General Aluminum <br />1180,11480/1580/1590/1980/1990 <br />FL5168 <br />C. FIXED <br />Atrium <br />k 40/50 PW/CT, TVVPVV/CT <br />FL7851 <br />BetterBilt <br />165/3000, 740/3740, 3240/4250HP, 680 <br />FL5418 <br />Fla, Extruders (Milestone) <br />Series 100012000 <br />FL44-R4 <br />General Aluminum <br />110OTDL/1100145OTDL/1450/1550/1570/1900/ <br />FL5169 <br />19701500015300/5350 <br />D. MULLION <br />Kinco/Atrium <br />M03-04A, M02-03A, M96-08C <br />FL957-R2 <br />Better-Bilt <br />FL5513 <br />Fla. Extruders (Milestone) <br />FES709/5710/5711/5712/5713/5714/5718 <br />FL3136-R2 <br />FE5700/5701/5702/5703/5704/5705/5717 <br />General Aluminum <br />1100/1900/1970 <br />FL7555 <br />3. PANEL WALL <br />A. SIDING <br />B. SOFFITS <br />Kaycan Ltd. <br />0605/0606/9500/9510 Aluminum Soffit <br />FL4899,4957 <br />Cameron Ashley Building <br />41550/45102/45102N Aluminum Soffit <br />FL4968 <br />C. WALLLOLIVER <br />D. GLASS BLOCK <br />Pittsburgh Corning Corp, <br />Glass Unit Masonry installed w/Mortar <br />FL1363 <br />E. OTHER <br />4. ROOFING PRODUCTS <br />A. ASPHALT SHINGLES <br />Certain Teed Corporation <br />CT20 (,and AR), Landmark 30140 (and AR), <br />FL5444 <br />XT25 (and AR), XT30 (and AR) <br />B. UNDERLAYMENTS. <br />C. ROOFING FASTENERS <br />D. ROOF VENTILATORS <br />Southeastern Metals Mfg. Co, <br />Weather Vent <br />FL2499 <br />LL Building Products, Inc <br />Roofing Ventilation <br />FL5027 <br />E. ROOFING TILES <br />F. MODIFIED BITUMEN <br />Certain Teed Corp, -Roofing <br />Modified Bitumen Roof System <br />FL479-Rl <br />G. SINGLE PLY ROOF <br />SYSTEMS <br />H_ CEMENTS -ADHESIVES <br />COATINGS <br />k ROOF TILE ADHESIVE <br />J. OTHER <br />5. SHUTTERS <br />A. STORM PANELS <br />Alufab <br />Galvanized Steel Storm Panels <br />FL4804 <br />B. COLONIAL <br />C. ROLL -UP <br />D. OTHERS <br />6. SKYLIGHTS <br />A. SKYLIGHT <br />8- OTHER <br />7,STRUCTURAL <br />COMPONENTS <br />A� WOOD CONNECTORS/ <br />ANCHORS <br />Simpson Strong -Tie <br />see chart <br />USP Structural Conn. <br />see chart <br />B. TRUSS PLATES <br />MITek Industries, Inc. <br />Truss Plates <br />FL2197-Rl <br />C. ENGINEERED LUMBER <br />Boise Eng. Wood Prod. <br />Versa -Lam SID <br />FL1644 <br />Wood I -Joists ALLJOIST <br />FL1645 <br />Universal Forest Products <br />Open Joist 2000 <br />FL2293 <br />D. RAILING <br />E. CONCRETE <br />ADMIXTURES <br />F. MATERIAL <br />FECP Corp. (Cast -Crete) <br />High Strength Concrete Lintels <br />FL158-Rl <br />Powers Steel, Inc. <br />Power Box Lintels <br />FL6264 <br />G.OTHER <br />8. NEW EXTERIOR <br />ENVELOPE PRODUCTS <br />A. <br />B. <br />The products listed below did not demonstrate product approval at plan review. I understand that at the time of <br />inspection of these products, the following information must be available to the inspector on the jobsite: 1) copy of the <br />product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy <br />of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed <br />if approval cannot be demonstrated during inspection. <br />APPLICANT SIGNATURE <br />DATE <br />Simpson & USP Cross Over Chart with Florida <br />Product Approval Numbers <br />Simpson Produc <br />Number <br />I <br />Florida Product <br />Approval <br />Number <br />Product Description <br />I <br />USP Product <br />Number <br />I <br />Florida Product <br />Approval <br />I Number <br />A34 <br />FL474-RI <br />Framing Anchor <br />MP34 <br />FL822 <br />ABU44 <br />FL474-R1 <br />Adjustable Post Base <br />PAUAA <br />FL569-Rl <br />CS22 <br />FL1 901 -R3 <br />Coil Strap Tie <br />RS300 <br />FL822 <br />H3 <br />FL474-RI <br />Hurricane Tie <br />HIO <br />F L474-R 1 <br />Hurricane Tie <br />RT16 <br />FL565-Rl <br />H2.5 <br />FL474-RI <br />Hurricane Tie <br />RT7 <br />FL565-Rl <br />H6 <br />FL474-RI <br />Hurricane Tie <br />LFTA6 <br />FL820-Rl <br />HCP2 <br />FL474-RI <br />Hip Corner Plate Connector <br />HHCP2 <br />FL817 <br />HDQ8-SDS3 <br />FL1463-Rl <br />Holddown <br />UPHD8 <br />FL817 <br />HETA16 <br />FL1901-R3 <br />Embedded Truss Anchor <br />HTA16 <br />FL821 <br />HETA20 <br />FL1 901 -R3 <br />Embedded Truss Anchor <br />HTA20 <br />FL821 <br />HGUS210-2 <br />FL474-Rl <br />Truss Hanger <br />THDH210-2 <br />FL821 <br />HHETA40 <br />FL1901-R3 <br />Embedded Truss Anchor <br />HSUR/L41 0 <br />FL503-RI <br />Heavy Skewed U Hanger <br />HTS16 <br />FL538-Rl <br />Heayy Truss Strap <br />HTW16 <br />FL820-Rl <br />HTS20 <br />FL538-RI <br />Heayy Truss Strap <br />HTW20 <br />FL820-Rl <br />HTT16 <br />FL503-R1 <br />HDfTension Tie <br />HTT16 <br />FL821 <br />HTT22 <br />FL503-RI <br />HD/Tenslon Tie <br />HTT22 <br />FL821 <br />HUS410 <br />FL474-RI <br />Joist Hanger <br />HUS410 <br />FL821 <br />HUS412 <br />FL474-RI <br />Joist Hanger <br />HUS412 <br />FL821 <br />HUSC410 <br />FL474-RI <br />Joist Hanger <br />HUSC412 <br />FL474-Rl <br />Joist Hanger <br />ITT <br />FL474-Ri <br />TF I -Joist Hanger <br />THO <br />FL815 <br />IUT <br />FL474-Rl <br />I -Joist Hanger <br />THIF <br />FL815 <br />LGT2 <br />FL1423-R2 <br />Light Girder Tiedown <br />LUGT2 <br />FL817 <br />FL474-Ri <br />Slopable/Skewable Hanger <br />LSSH31 <br />FL816 <br />.LSSU210-2 <br />LSSU28 <br />FL474-RI <br />Slopable/Skewable Hanger <br />LSTA12 <br />FL1 901 -1133 <br />Strap Tie <br />LSTA12 <br />FL816 <br />LSTA18 <br />FL1 901 -R3 <br />Strap Tie <br />LSTA18 <br />FL816 <br />LSTA30 <br />FL1 901 -R3_ <br />Strap Tie <br />LSTA30 <br />FL816 <br />LSTA36 <br />FL1901-R3 <br />Strap Tie <br />LSTA36 <br />FL816 <br />LTS12 <br />FL474-R1 <br />Twist Strap <br />LTW1 2 <br />FL820-Rl <br />LTS16 <br />FL474-R1 <br />Twist Strap <br />LTW16 <br />FL820-Rl <br />LTS18 <br />FL474-Rl <br />Twist Strap <br />LTW1 8 <br />FL820-Rl <br />LTS20 <br />FL474-R1 <br />Twist Strap <br />LTW20 <br />FL820-Rl <br />LTT19 <br />FL474-Rl <br />Tension Tie <br />LTS19 <br />FL822 <br />LTT20B <br />FL474-RI <br />Tension Tie <br />LTS20B <br />FL822 <br />LUS26 <br />FL474-Ri <br />Joist Hanger <br />JUS26 <br />FL821 <br />LUS414 <br />FL474-RI <br />Joist Hanger <br />JUS414 <br />FL821 <br />MBHA3,56111.88 <br />FL538-RI <br />Masonry Beam Hanger <br />NFM35XI 178U <br />D.0 01-0724.06 <br />META22 <br />FILI 901 -R2 <br />Embedded Truss Anchor <br />HTA24-18 <br />FL859-RI <br />MGT <br />FL1 423-R2 <br />Medium Girder Tiedown <br />MUGT-15 <br />FL3923-Rl <br />MST48 <br />FL1901-R2 <br />Stra2 Tie <br />KST248 <br />FL822 <br />MST60 <br />FL1 901 -R2 <br />Stral? Tie <br />KST260 <br />FL822 <br />MSTAM36 <br />FL1 901 -R2 <br />Strap Tie for Masonry <br />MTS12 <br />FL474-RI <br />Twist Strae <br />MTW12 <br />FL820-Rl <br />MTS16 <br />FL474-Ri <br />Twist Strap <br />MTW16 <br />FL820-Rl <br />MTS18 <br />FL474-RI <br />Twist Strae <br />MTW18 <br />FL820-Rl <br />MTS20 <br />FL474-Rl <br />Twist Stra2 <br />MTW20 <br />FL820-Rl <br />MTS30 <br />FL474-Rl <br />Twist Stra) <br />MTW30 <br />FL820-Rl <br />MTT28B <br />FL503-Rl <br />Tension Tie <br />MTS27B <br />FL822 <br />PA51 <br />FL474-RI <br />Foundation Strae <br />TA51 <br />FL816 <br />SDS 1/42 1/2 <br />FL1463RI <br />Strong Drive Screw <br />SDS 1/4x4 1/2 <br />FL1463RI <br />Stron2 Drive Screw <br />SDS 1/4x6 <br />FL1463RI <br />Strong Drive Screw <br />SIDI! <br />F L474-R I <br />Stud Plate Tie <br />SPT22 <br />FL817 <br />SP2 <br />FL474-R1 <br />Stud Plate ie <br />SPT24 <br />FL817 <br />SP4 <br />FL474-R1 <br />Stud Plate Tie <br />SPT4 <br />FL821 <br />U24 <br />FL1218-Rl <br />Face Mount Joist Hanger <br />Set Pac 10 <br />FL402., <br />I HD Titen <br />IFL2304-RI I <br />1EXPoy <br />Titen Anchor <br />T_ <br />A440WARLE DESIGN W11V0 PRESSURCS /,V PSF" <br />I I <,4,vr - ESI" I KAYZAS <br />4 A.V. 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DKM�- �114 JBIL <br />PFOJErTtlo_.�S 07pags $IJEET__�,_OF <br />QUENT, &A r C /,Va. By, PROJECT NAME�_��� <br />7174464747 M Fax 717-846-0355 <br />HIRIE—ingineering. Inc. <br />427 Kings Mill Road <br />York, PA 17403 <br />14 July 2005 <br />Lecinard"Bostee Case, Management Analyst <br />State of Florida, Department of Community Affairs <br />Codes and Standards Section <br />2555 Sliumard Oak Blvd, <br />Tallahassee, Flarida 32399-2100 <br />RE: Certification of Independence <br />Dear Mr. Case; <br />In conformance with Rule 9B-72.1 10, F,A,C, "Criteria foi Certification of <br />Independeriec", I offer the following. I am a registered professional engineer in the state <br />of Florida with licen- se number 19354. 1 work in a two person consulting structural <br />engineering firm, "HR Engineering, Ine., of which I am the majority owner. <br />In my work performing an evaluation, I do not have, nor will I acquire, a finar�jcial <br />interest in any company manufacturing or distributing products for which the reports are <br />being issued. <br />Innny work performing an evaluatiort, I do not have, nor will I acquire, a financial <br />interest in any other entity involved in the approval proms of the product. <br />I trust that this is sufficient for the Florida Building Commission's requirements, If there <br />are any questions about this certification of independence, or if anything additiona'I is <br />required, please advise me, <br />Sincerely yours; <br />HR Engineering, Inc. <br />az/" V, .6. <br />Allen N. Reeves, P.E. <br />Chief Engineer <br />ANR:am <br />Cc: 05070005 <br />HR Engineering, Inc. DAMAL IUXW 2009 PROJECT NO�-qJR3-04,-7.$7-S'4EET-J--OF-L— <br />oy.,.A. &4,LS PRQACTNAME:�I�k 4*i�rirl - <br />- - __ - I <br />vi Hy L <br />vrwF4 <br />-s-tv f w4frip <br />#OW" set-10 <br />0-vlimr <br />0 oc?i <br />0 Cc rS . <br />Xf-ADZO <br />D,s­c,rv,,) <br />ssary ro� <br />rot', ow) <br />ccv rlQ <br />IVA14- SPAC)MI: <br />/0"X 8" <br />/0"X /0" <br />io'.% le <br />01IX 12.1 <br />10� X /Zol <br />ALLOW48LE <br />wi r1i <br />S14"Zq. <br />DESmm W1,V4 <br />/Ala <br />AkESSt1R,E5- <br />hy <br />'Vo <br />a 7.3 <br />41� a z, 7 <br />41- 2 3. 8 <br />-Al- 22.7 <br />L <br />GE NZ A.4 I- <br />4 4tS7F-D /,V 7-NE 7AeLF_ 9,er A'ASCO CAI A <br />C0A4eA^1TiPAC l9NA4-,V.7CS 04AI4 IM, #M 1E1VG1MF.Zf1dC, /#C. Peg, <br />01140,f0ool AA(49 Alf$ /,v W/7'jv A4400D4 <br />401"Llpimc C4934 200, XF_Cr/0A1 /90'1 "W.NWO tOADS". <br />9,2cx "Vor DI'eccTdy MANP47Z <br />Af&SS410rEJ 0,0,/ rorp , i Tz� <br />r*i N 292 0477SAIS 49auivdco To <br />. ;�� 11 .. - I . ___ TIMOAR <br />W-4 i. L <br />T 49,va <br />Ro PINr <br />MA14S <br />W-40S -P,*.* C/Al 9; AMI A X i I W11 I 7*MV k,04" "Co <br />/,A V � X 2 00,P <br />717-846-3747 Fax 717-B46-0365 <br />HR FEngineering, Inc. <br />427 Kings Mill Road <br />York, PA 17403 <br />14 July 2005 <br />Michael Olmstead <br />Richford Plant Manager <br />Kaytec, Inc. <br />I Memorial Drive <br />Richford, Vermont 05476 <br />RR� Vinyl Soffits 12" <br />Dear Mr. Olmstcad; <br />The foltowing Kaytec/Kayc4ri vinyl soffit products: Solid 12", Product <br />Center Vented 12", Product Code OQ18; and Full Vented 12", Product C <br />been tested and analy?.ed in conformance with ASTM D 3679 as requirei <br />Building Code 2004, paragraph 1403.9.1, 'nit material thickness must b <br />0.042 inches. Configuration is triple 4" with an e_xposure of 12", <br />The allowable design wind pressures for these products are +/- 45,4 p,,f) <br />and +/- 22.7 psf without sheathing. Sheathing, where used, must be nail <br />minimum thickness of IN'- Batten strips must be 2 x 2, with a maximun <br />Fasteners are 1-1 t2- long galvanized steel roofing nails with 1/8" diamet <br />3/8" diameter heads. 'The nail spacing is 10' between battens and 12" al <br />The above pressures were determined by oomparative analyses. <br />There is no separate allowable design wind pressure requirement in the I <br />Cc& 2004 for soffits. I trust that this information is sufficient for your r <br />are any questions about this, plmqe contact me. <br />Sincerely yours; <br />0141fl, /*'7. liel, <br />Allen N, Reeves, P.E. <br />Chief Engineer <br />/% <br />ANR�anr <br />Cc:05070005 <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoengineedng.com <br />CA 25948 <br />in <br />LU <br />z 17. <br />rN -S <br />IM <br />> %Q <br />CD to <br />%D I- <br />W <br />ce 00 <br />00 <br />0 L-L I <br />rn <br />Z <br />OL 00 <br />< En Z E <br />Z W <br />LU <br />W <br />Z <br />C3 <br />C:) <br />%D <br />F— LU <br />LU <br />0 < <br />W > <br />IL <br />LU 0 <br />V)W <br />< CL <br />co CL <br />THIS IS A NON ENGINEERED <br />SHEET BASED ON PRODUCT <br />APPROVAL INFORMATION <br />LOCATED ON THE STATE OF <br />FLORIDA'S PRODUCT <br />APPROVAL SITE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONrHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PRO ERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNA HORILED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. <br />0') <br />Z <br />0 <br />_J <br />Z) <br />00 <br />C) <br />N <br />ic� <br />C), <br />CIO <br />T_ <br />L.0 <br />T_ <br />