The URL can be used to link to this page

Home My WebLink About117 W 19 St 17-649 Remodel plumbingCITY OF SANFORD AUG 17 2017 BUILDING S FIRE PREVENTION PERMIT APPLICATIONZD .. _ • j Application No: l Documented Construction Value: S not to exceed $7.000 email: americanprideplumbing@gmail.com Job Address: 4&S6 W g2mi`—' S I S< n 4,1 F-- 3 a -7 7 r Historic District: Yes No M Parcel ED: / 1 11) 0 / 9'1 S 1' Residential Commercial Type of Work: New Addition Alteration [B Repair Demo Change of Use Move Description of Work: %.tn SIv,'. VC14, w(•+ Ite- `e' 6-1 j Ic> f Ylor+2 rrnyva%1 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name An ,.^e-S Phone: Street: 1 w '> :5 Resident of property?: VeA City, State Zip: Sti nZ r-r_ 3:4 771 Contractor Information LI NameAme-(%Low, r'.r- P41,Phone: `-a6 Co29- V70c 0 Street: 9 7 4, *', );,-- 17 r- Fax: City, State Zip: aC M , FC-- 3711 State License No.: GyZ N-233z ArchitecUEngineer Information Name: Street: City, St, Zip: Bonding Company: / /- Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as or that date: Vh Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID signature of Contractor/Agent Date Print Contractor/Agent's Name ol7 CNRIS SKINNER Notary Public - State of Florbe i Commleelon 0 FF 237537 M7 Comm. Expires Jul 17. 2019 ed t r'011Orlil Wary 005n Contractor/Agent is Pe Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing GasXf Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING. 2?r 11JTILITIES: ENGINEERING: COMMENTS: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: aF to•4. 17 Revised: June 30, 2015 Permit Application K4, f !ter 1AME,R'1C- A N/_P'R 1,D E umal'NG 6.624.4700 Randy Jones 120 W20th St Sanford, FL 32771 rjonesl20@aol.com Proposal: Remodel WE HEREBY PROPOSE TO FURNISHALL THE MATERIALS AND PERFORM THE LABOR NECESSARY FOR THE COMPLETION OF THE ABOVE NAMED JOB IN ACCORDANCE WITH SPECIFICIED SCOPE OF WORK: See Addendum for Scope Details All work is guaranteed to be as specified and completed in a substantial workman -like manner. PAYMENT SCHEDULE IS AS FOLLOWS: Upon Completion Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge above the estimate. A Notice to Owner is hereby acknowledged on the above -described property to secure the amount of improvements thereto. APP carries Workmen's Compensation and Liability Insurance. APP*will not be responsible for incidental or coincidental damages. If either party commences litigation against the other for (1) the specific performance of this Contract, (2) damages for the breach hereof, or (3) the enforcement of any remedy hereunder, the prevailing party shall be entitled to recover from the other party such court costs, reasonable attorney's fees and other costs, incurred thereby. ACCEPTANCE OF PROPOSAL - The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are hereby authorized to do the work as specified. Payment will be made as outlined above. Signature:Z_ Date: v _ /y ~ / 7 Agent for Owner Signature: 0"f Date: American Pride Plumbing Nick McIntosh 11Page 0 0 M UI'NG cial - Residential • Service 6.624.4700 Addendum A: Scone of Work E Run sanitary, water & gas in home renovation to include 3 lavatories, I water heater, 1 sink, 1 washing machine, 2 water closets, 1 shower, 1 tub. Gas to include 1 water heater, I future gas fire place, 1 range. Total Cost: T&M Not to exceed $7,000.00 2 1 P a g e CITY OF 1.f SANFORD FIRE DEPARTMENT Application Number: 17-649 Project Description: Gas Sub -Permit Job Address: 117 W 19" Street PLAN REVIEW COMMENTS Date: 9/26/17 Contact Name: Contact Email: Building & Fire Prevention Division This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofaffectedplan sheets and/or supplemental information as requester/ Permit subnduals will not be accented without two conies. COMMENTS: RE: Gas/Plumbing Sub -Permit Please provide two (2) copies of a gas schematic/riser for the piping that will be installed. Riser shall include all required information - gas pipe sizing, gas pipe type, gas pipe length, BTU's, gas type, etc. and sized in accordance with Chapter 24 2014 FBC-Residential). FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetinrs with the plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner c C 1 L6 1 atlo:INVS Lk ir- 41 UL Jcz' - Ad 10 QNO, 3% Ttl Nk l-- REQUIRED INSPECTION SEQUENCE BP# 1 l- (4 9 Address: % \'1 Si BUILDING PERMIT Min Max Inspection Description to Footer / Setback Zp Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell 340 Sheathing — Walls p I Sheathing — Roof 440 Roof Dry In 150 A10 Frame 50 Insulation Rough In Firewall Screw Pattern, 610 Drywall / Sheetrock / Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Reside ce Final Building Other ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICA PERM T Min kax, Insbkctiofi Description chanical Rough Mechanical Final Inspection DescriptionMinMax Gas Underground Gas Rough Gas Final REVISED: June 2014 pv 1 Revision H Response to Comments D City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov L Permit # / 7- iq Submittal Date bZ-,(z Project Address: 1, % l 11 J—/ Contact: c.i+y l/ qf' _/vv c(,j9 A? r wl. e y1 Ph: --;;;- f 7y— j-? yf Fax: Email:lY TP/cicdeJ'9/i'/.f Trades encompassed in revision: Q- Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals 0 Building CG-G' L % Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE:- 170015 - Jones Residence Site Information: Customer Info: NuDesing Builders Lot/Block: Address: 117 W. 19th st. City: Sanford RECORD COPY MiTek USA, Inc. 6904 Parke East Blvd. Project Name: Jones Residence Model: Tampa, FL 33610-4115 Subdivision: State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 3 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name Date 1 1 T11167192 1 RF01 5/19/17 12 1 T11167193 1 RF02 5/19/17 13 1 T11167194 1 R F03 5/19/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Manning Building Supplies. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. JkeV1! 5%01, INC SANFOFtD OFPAR 1 7 _ 6.49 53681 r 0 r _ STATE 0 Michael S. Magid PE No.53661 Mrrek USA, Inc. Fl. cart 66M 6904 Parke East Blvd. Tampa Fl. 33610 Date: May I9;2017 Magid, Michael 1 of 1 Job Truss Truss Type .- Oyt Ply Jones Residence T11167192 Um15:0 170015 RFOI GABLE 1 1 Erg: DRJobReferenceotional Manning Building Supply, Orlando, FL 32810 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu May 18 13.43 58 2017 P ID:T2BiFxX?5iXStRTbstFWlrztOyh-ox60xNAiVvxD3zHZ7P46TIXNcpsRZl adKIOHI 24-1.0 1 26.1- Scale = 1 45.0 40 = SEE DWG T11167193 FOR REPAIR TO MODIFY TOP CHORD PROFILE. 313 22 21 zo le to v to w rY Sx5 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Verl(LL) -0.02 13 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.03 13 n1r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 We We BCDL 10.0 Code FBC2014/fP12007 Matrix-S Weight: 117lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 20 SP No.2 REACTIONS. All bearings 24-1-0. lb) - Max Harz 2=102(LC 11) Max Uplllt All uplift 100 lb or less at joinl(s) 14, 15, 16, 17, 22, 21, 20, 19 except 2=-208(LC 12), 12=-207(LC 12) Max Grav All reactions 250 lb or less at joint(s) 18, 15, 16, 17, 21, 20,19 except 2=294(LC 1), 14=261(LC 1), 22=261(LC 1), 12=293(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-87/262, 7-8=-87/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. Xp DI/VG 2) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=5.Opsl; BCDL=5.Ops1; h=2511; B=4511; L=2411; eave=211; Cat. 0 II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -2.0-0 to 1.0.0, Extedor(2) 1-0-0 to 12-0.8, Comer(3) 12-0.8 to 15.0.8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for SANF ORDreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualilied building designer as per ANSI/fPI 1. 4) All plates are 1.50 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 22, 21, 20,19 except 01=lb) 2=208, 12=207 WARNING - V dly deslen pNmerao and READ NOTES ON THIS AND INCLUDED UrrEK REFERANCE PAGE UP.7473 rev. 1&MMIS BEFORE USE. Design vdia Ian use only vAlh MIIek® connec lots. 1Ns ~ Is based orgy upDn pr3rameters shown. and Is la an IndlvIdual budding component. not a huss system. Relote use, the building designer must verify the appiicabllly of design paramelors and prolxriY I11Cog010le Ihb design Into the overall only. Additional Iernmary and permanent bracing WOWbuildingdesign. ®acing hxAcoled Is to prevent buckling of Individual truss web and/or chord members 6 always iect lied lar stability and to plevenl collapse vAlh possible persons Wury and property damage. For general guidance regarding the labnicuflon, slonage. delivery, muction a c! 1pnachng of trusses and lulus systems, seeANSVWI I Ouallly Criteria. DSB-89 and BC51 Bulkling Component 6904 Poike East Blvd. Solely Information ovdtable iom truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty . Ply Jones Residence T71167193 170015 RF02 Common 10 1 Units: 1 Job Refereo lional En . DR nceManning Building Supply, vrlando, I-L 32510 o.v ry a r Vr cv cv, o my , en ,,,- - , • • • • -eo ID: T2BIFxX7$iXSIRTbslFW 1 MOyh-V7go8jBKGD34h7slZ6bLOW 3ZuD4Vlkwkr_nxphzFFIE 2. 0.0 6-4-7 12.0.8 17.8.9 24.1.0 26-1.0 2. 0.0 6.4-7 5 8.1 5-5.1 6.4-7 2.0.0 91 40 = w•• - 9X4 = :Ar4 = OxV 30 = B- 3.2 15.9.14 24.1.0 8. 3.2 7.612 8.3.2 REPAIR: MODIFY THE TOP CHORD PROFILE AS SHOWN. ® APPLY 2 X 6 SP NO.2 SCAB TO ONE FACE OF TRUSS ATTACH WITH 2 ROWS (0.131- X 3') NAILS SPACED ® 3' O.C. USE 2' MEMBER END DISTANCE. THIS REPAIR IS VALID FOR THE FOLLOWING TRUSSES ON WHICH A SIMILAR CONDITION EXISTS. TRUSS ID DRAWING NUMBER RF01 T11167192 RF02 T11167193 Scale = 1:45 0 jg LOADING ( psi) SPACING- 2-0-0 CS1. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Veri(LL) 0.11 8.10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Veri(TL) -0.29 8-10 >983 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.07 6 n1a n/a BCDL 10.0 Code FBC20141TPI2007 Maldx-MS Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-12 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 20 SP No.2 REACTIONS. ( Ib/size) 2=1083/0-3-8, 6=1083/0-3.8 Max Harz 2=102(LC 11) 0X)NLD1lVG, Max Uplift 2=-445(LC 12), 6=-445(LC 12) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. SANFORD TOP CHORD 2-3- 19D3l754, 3-4=-1677/691, 4-5=-1677/690, 5.6_ 1903/754 BOT CHORD 2-10=-566/1719, 8-10=-319/1164, 6.8- 603/1719 le'10% WEBS4-8=-176/554, 5-8=-360/276, 4-10=-177/554, 3.10=-36=76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=2511; B=45ft; L=24ft; Save=4111; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exlerior(2) -2-0.0 to 1-0-0, Interior(1) 1.0-0 to 12.0.8, Extedor(2) 12-0-8 to 15- 0-8 zone; cantilever left and right exposed -, end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=lb) 2= 445, 6=445. Q WARNING - Vortl y dWilin pararrtoton and READ NOTES ON THIS AND INCLUDED AU EK REFERANCE PAGE NO.7473 MY. 100=15 BEFORE USE Oeslgn valid lot use only v41h Mllek® connectors. U* design Is based only upon parameters shown, and Is lot an htdMdual building component. not a Miss system. Belore tno, the LARK" designer mtssl verily tho applicability of design parameters and property Morpolote Ift design Into the overall Addibnal lemporary and permanent bracing WOW btfidingdesign. Iliocing Indicated Is to pievenl budding of IndivkAral turns web and/or chard members only. Is always regtdrod fa stability and to prevent collapse YAM pos5l le personal W#jy and property damage. For general guidance iogardng the labrbalbn storage. dollvory, erection and b Foctng of trusses and Inns systems seeANSUIP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Pork* East Blvd. Safety Information ovallabte from Truss Rate Institute. 218 N. lee Sheol. Sidle 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type • City Ply Jones Residence T11167194 170015 RF03 ATTIC 5 1 Unrts:0 Eng: DRJobReference (optional) Manning uatlatng supply, unaneo, 1-L Jeff IV V.V.V arw, cv cv,v nn,vn n,v,.vo• . .... ..... .. ..7 _._.. ..__ I= Scale = 1:47.3 SEE DWG T11167193 FOR REPAIR TO MODIFY TOP CHORD PROFILE. 40 = US = Sx6 = Sxa = US = LOADING (psi) SPACING- 2-0-0 CST. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(L-) 0,27 14-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(I-) 0,60 12.14 >479 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 HOrz(TL) 0.09 10 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Attic 0.19 12-14 492 360 Weight: 124 lb FT = 20&/& LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12.14: 2x6 SP No.1 D JOINTS 1 Brace at JI(s): 13 WEBS 20 SP No.2 REACTIONS. (lb/size) 2=1231/0-3-8, 10-1221/0-3.8 Max Horz 2-102(LC 10) Max Uplift 2=-330(LC 12), 10=-339(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2645/468, 3.4-2294/341, 4-5=-2037/398, 5.6=01774, 6.7=01772, 7.8=-2041/394, 8-9=-2289/346, 9-10=-26161496 BOT CHORD 2-14=-318/2447, 12-14=-156/2106, 10.12=-385 2418 WEBS 8-12=0/566, 9-12= 522/242, 4-14=0/594, 3-14=-555/210, 6.13-422/0, 5-13=-2180/108, 7-13=-2180 108 RECISION NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=S.Opsl; BCDL=5.Opsl; h=2511; B=4511; L=24ft; eave=411; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) -2-0.0 to 1-0-0, Interior(1) 1-0-0 to 12-0.8, Exlerlor(2) 12-0-8 to 14-9-6 zone; cantilever loll and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 125.0Ib AC unit load placed on the bottom chord, 11-1-8 from left end, supported at two points, 2-2-0 open. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will III between the bottom chord and any other members. 6) Bottom chord live load (20.0 psi) and additional bottom chord dead load (10.0 psi) applied only to room. 12-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 2=330, 10=339. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. a Q WARNWO - Vwfry d&dyn paramsfrm and READ NOTES ON TMS AND INCLUDED MIMK REFERANCE PAGE M67477 MY, 101111302016 BEFORE USE. Design valid for use orgy With Muek® connectors. This design Is hosed only upon ptianeters shown. and Is for on Individual Mil ding component, nor o truss system. Before use, the btOding designer murst verily the aWIcobilty of dusig n pxataneters and Ixoperly Incorlxrole this design Into the overall only. Additional lemporary and pen noneni boceng WOWLxadhgdesign. aoclng Indicated Is to prevent bucatng of Individual Irtm web and/or chord members Is always required lot slotAlly and to prevent callatxe wllh pouNle persorxl tarry and property damage. For general guidance regadng One falxk:ulton. slaage, delivery, erection and bracing of Inisim and trim systems WeANSIMI I Ouo11ly Criteria, DS11-49 and SCSI Buitding Component 6904 Pork& East Blvd. Saf&ty Information avaltabte Dom Truss Rare InstlMe. 218 N. Lee Street. Sidle 312. Alexandria, VA 22314. Tompe. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless Y. y offsets ore indicated. Dimensions ore in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' 1- For 4 x 2 orientation, locate plates 0-'na from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/1-PI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm W1 0 MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties 5. Cut members to bear tlghtly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane of joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. S. Unless otherwise noted, moisture content of lumber sholl not exceed 19%of time of fobdeotion. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservofive treated, or green lumber. 10. Comber Is a non-structural Consideration and is the responsibility of truss fabricator. General practice Is to comber for dead bad detection. 11. Plate type, size. orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less. if no ceiling is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use 19. Review all portions of this design (front, bock. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 7 Johnson, JoAnn From: Danny Vaughn <danny@nudesignbuilders.com> Sent: Wednesday, March 29, 2017 9:11 AM To: Johnson, JoAnn Subject: Re: 117 W 19th St Good Morning, thank you, We will have this application filled out and submitted, also The recorded NOC will be brought in. On Wed, Mar 29, 2017 at 9:04 AM, Johnson, JoAnn <JOANN.JOHNSON@a,sanfordfl.gov> wrote: Good morning, Your building permit has completed review and I am processing it and calculating your fees. I need to following items to complete the processing: r.a Thank you. JoAnn M. Johnson ister ed;:Thehed application lists all the items needed for the registration. Permit & License Coordinator Building & Fire Prevention Division City of Sanford 300 N. Park Avenue 1 Sariford, FL 32771-1244 Phone: 407.688.5057 Fax: 407.688.5152 Joann. iohnson@sanfordfl.gov www.sanfordfl.gov rdi at .. 11.01ToIRA PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. Danny Vaughn Designer 0:407.574.5945 1 F:407.982.7161 1 C:407.739.2401 431 E. Horatio Ave., Ste. 230 1 Maitland, FL 32751 Danny(&NuDesignBuilders.com I www.NuDesignBuilders.com 5i 2 Al THIS INSTRU 6 TPRFPASEDBy: v Name: /0 0' Address: Gl:fiha'i I`IALO'f r SEI I hJOLE G'OUI'ITY CLERK OF CIRCUIT COURT & COMPTROLLER l 7 OY. 8885 P3 297 (1 NS ) v//77NOTICEOFCOMMENCEMENTRECORDEDz911:32::1;2 AN RECORDING FEES $10-17.10 State of Florida RECORDED V hdevore County of Seminole // f- f 1o w, ,^ Permit Number: Parcel ID Number: %&-^1q -3D_ 5a&-WoO -k2.50 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) DESCRIPTION OF IMPROVEMENT * OWNER INFORMATION:i Name y-Ar,%D'-1 6 Address: 17,::C2 L.-;2-0 r -r S"'r f2,4 Fee Simple Title Holder (if other than owner) Name: 1 M g Address: CONTRACTOR: Name: k-30I JV)t-'PrzSz'a> l- Address: 431 2. ItVTZA-rt' C7 t1'), 111 7i30 W1 A Ill LZW-Q 3 Z ZS Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to hhiim-)sg' If, Owner Designates I A Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienors Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under aloe,p4f peoury, I declare that I have read the foregoing and that the facts stated in it are true to b it y knowledge and belief. f 7- VFW, Name Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her steed State of / lu h dti County of 01-k"a— The foregoing Instrument was acknowledged before me this Z=day of Fe- 20 by S Who Is personally known to meK Name arson making statement OR who has produced dentificatlon type of identification produced: i JACOIJEUNE L:FF LOYD Notary Signature r• •;' i MY COMMISSION 0953tga EXPIRES February,2020 ar ' W b L z O ruW J 0. u' O II CL UA oc JAL' W. I P. CITY OF SANFORD elm BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: vt>' 8Y' Documented Construction Value: S Job Address: C1 YN 57— SA•1 Historic District: Yes No Parcel ID: IC%-50_5a&-oaoo- 17-15 Residential OP Commercial Type of Work: New Addition Alteration & Repair IL/7 Demo Change of Use Movee Mcription of Work: Plan Review Contact Person: Title: /9 G/, Phone: el--7 - ,'7 c/ Fax: 7/6/ Email: T 01kame Stre.t: ICltyl s Name Propert Owner Information o,,r4,,_.r Phone: Resident of property? J 2 77 ; qY:: a.i .t rdJ ttc!AL i•"i...w . Contractor Informations; 71iil5 I fj " Phone:' ' .6 'S--44-05 l 1 S Street:Q31 f,. H70Ai70 AA_ IT"LZ" Fax: lO_-f I City, State Zip: NIA III-Oo V . ?v' 2_3'rJ 1 State License No.: CgtG' 1Z_5,315 (D Architect/Engineer Information Name: K) 0 & nJ *20 V- *X7,!5 1 nJl_ Phone: qD::-G-71A ' - Street: 43I M/h_ 4 7-rf_ 230 Fax: 40 ' `NZ _/(o I City, St, Zip: 1 A.& M LLA•0D lit:: "l E-mail: „ A `I &A1_'_AS1G8&2L)h, 64K'1 Bonding Company: Mortgage Lender: !J LA Address: Ili Address: J A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmenial entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification -that I will -notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ge 17 Si of Owner/Agent Date Signature of C ractor/Agent Ualte Print Own Aeent's Name Lzk hg Si ture f No ry-State of Florida Date R•e%'iyK, dACCUELINE L LLOYD MY COMMISSION M FF953198 EXPIRES February 26.2020 Owner/Agen 4'AL Produced ID Type of ID Print Contractor/Agent's Name z/zf//:5L of Florida - Date 41, JACQUELINE L LLOYD MY COMMISSION N FF953198 EXPIRES February 26, 2020 Nf h 9e /brMWON-46-Ace con Contractor/Agen Is Personally Known o e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 9 Electrical Ff Mechanical 9 Plumbingi Gasd Roof Construction Type: f 6 Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Wo c4nJ vt3 Flood Zone: x- 5t: P i %AWED of Stories: Plumbing - # of Fixtures ALA Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No W8_ S i APPROVALS: ZONING: J. —S- I7 UTILITIES: WASTE WATER: ENGINEERING: µ _M ' FIRE: COM- BUILDING: SV73,29- ti Ok to enlarge existing nonconforming residenibial structure in the SR-1A zoning district. Expansion does not increase its nonconfor il. ity. Revised: June 30, 2015 Permit Application ft Revision Response to Comments MAR '13 toil Permit # / Submittal Date Project Address: -7 k1 /; =f Contact: ^y 9' l^ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: y- 7 - S 7y - S 9 ys Fax: Email: y nyd J'iyi, brit *,l, c,y, Trades encompassed in revision: General description of revision: Building / q Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 3- r.:M' l CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION EC "` DVE 300 N. PARK AVENUE SANFORD, FLORIDA 32772 MAR 2 3 20VPHONE: 407.688.5150 FAx: 407.688.5152 BY• PLAN REVIEW COMMENTS Application Number: 17-649 Date: 03/10/2017 Project Description: Residential Addition/Alteration Contact Name: Danny Vaughn Job Address: 117 W 191b Street Contact Email: dannvta7.nudesienbuilders.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at %vww.sanfordll.gov. Provide two conies ofalfeeted plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The Energy Calculations and EPL card are required to be signed by the person that prepared them and the owner/agent. FBC 107, Florida Energy Conservation Code R101.5.1.1: RESUBMITTED WITH SIGNATURES J2. Two (2) copies of Energy Calculations are required, accurately completed and signed. FBC 107, Submittal Guidelines, Florida Energy Conservation Code R101.5.1.1: RESUBMITTED WITH SIGNATURES J 3. Page A 1.0 of the plans calls out insulating the ceiling space to meet R-35. The Energy Calculations call out R-30. Please revise the plan to match the Energy Calculations.: REVISED NOTE ON SHEET A1.0 FBC 107 4. Please provide two (2) copies of a gas riser for the tankless water heater and any other gas fueled appliances. FBC 107, Submittal Guidelines: GAS PERMIT WILL BE PULLED SEPERATLY, GAS RISER SHALL BE REQUESTED FROM THIRD PART WHO PULLS GAS PERMIT. 5. Please provide two (2) copies of a plumbing DWV (drain, waste & vent) riser diagram, indicating all sanitary pipe sizes and 1 required venting. DWV riser can be hand drawn and does not need to be signed/sealed by the design professional. FBC 107, Submittal Guidelines: PLUMBING RISER DIAGRAM LOCATED ON SHEET ALO 6. The engineered trusses have been designed for Exposure C while the plans have been designed for Exposure B. Both the trusses Jand engineered plans are required to be designed for the same exposure. Please revise as necessary.: SEE DESIGN CRITERIA ON SHEET AO.0 FBC 107 7. The engineered trusses that will support the extra load of the air handler should include a note on the truss profile sheet stating that the trusses have been designed to withstand the extra imposed load of the air handler.: SEE REVISED TRUSS DESIGN & NOTES FBC 107 8. Please provide a detail on the plans of how the air handler will be secured in the attic. Alternatively the truss engineer can provide this detail on the truss profile page.:SEE DETAIL ON SHEET S-3 FBC 107 9. Please provide two (2) copies of an HVAC duct layout — layout shall show duct sizes, register sizes and location on a floor plan, and include both supply and return registers.: DUCT LAYOUT SUBMITTED, SEE ATTACHED FBC 107, Submittal Guidelines 10. Sheet A 1.1 "Notes" specifies the windows to comply with 2010 FBC wind load requirements. The current code is the 2014 FBC. Please revise as necessary.: NOTE ON SHEET ALI REVISED FBC 107 11. Please provide the window and door minimum design pressures (positive/negative) on the plans for product verification. FBC T07: SEEISHEET A0.0 FOR DESIGN PRESSURE CHART I2. Please providetwo (2) copies of a Sanford Florida Product Approval Specification Sheet includingthe following products and theirrapproval nun&rs (includirig the decimal): windows, exterior doors, roofing underlayment, roof shingles, off -ridge vents and siding.: ALL PRODUCT APPROVAL DOCUMENTS REQUIRED, SUBMITTED SEE 8 1/2X1 I'S FBC ' 107; Submittal Guidelines 13... Please provide -two (2) copies of Florida Product Approval and corresponding installation instructions for the following products: roofing underlayment, off -ridge vents and siding.: ALL PRODUCT APPROVAL DOCUMENTS REQUIRED, SUBMITTED SEE 8 1/ 2X11'S FBC 1;07, Submittal Guidelines 14. The Florida -Product Approval submitted for the doors are for FL# 15180 while the installation_ instructions -for the doors are for FL# 1.7347.1 and 1,7347.2. Please provide the exact product that will be installed on the home. FBC. 107, Submittal Guidelines: ALL PRODUCT APPROVAL DOCUMENTS REQUIRED, SUBMITTED SEE 8 1/2X I I'S Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION I 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX:407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-649 Date: 03/10/2017 Project Description: Residential Addition/Alteration Contact Name: Danny Vaughn Job Address: 117 W 19" Street Contact Email: dannv(a),nudesienbuilders.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofaffected Plan streets and/or supplemental information as requested. Permit submittals will not be accepted without two conies. COMMENTS: 1. The Energy Calculations and EPL card are required to be signed by the person that prepared them and the owner/agent. FBC 107, Florida Energy Conservation Code R101.5.1.1 2. Two (2) copies of Energy Calculations are required, accurately completed and signed. FBC 107, Submittal Guidelines, Florida Energy Conservation Code R101.5.1.1 3. Page A 1.0 of the plans calls out insulating the ceiling space to meet R-35. The Energy Calculations call out R-30. Please revise the plan to match the Energy Calculations. FBC 107 4. Please provide two (2) copies of a gas riser for the tankless water heater and any other gas fueled appliances. FBC 107, Submittal Guidelines 5. Please provide two (2) copies of a plumbing DWV (drain, waste & vent) riser diagram, indicating all sanitary pipe sizes and required venting. DWV riser can be hand drawn and does not need to be signed/sealed by the design professional. FBC 107, Submittal Guidelines 6. The engineered trusses have been designed for Exposure C while the plans have been designed for Exposure B. Both the trusses and engineered plans are required to be designed for the same exposure. Please revise as necessary. FBC 107 7. The engineered trusses that will support the extra load of the air handler should include a note on the truss profile sheet stating that the trusses have been designed to withstand the extra imposed load of the air handler. FBC 107 8. Please provide a detail on the plans of how the air handler will be secured in the attic. Alternatively the truss engineer can provide this detail on the truss profile page. FBC 107 9. Please provide two (2) copies of an HVAC duct layout — layout shall show duct sizes, register sizes and location on a floor plan, and include both supply and return registers. FBC 107, Submittal Guidelines 10. Sheet AL] "Notes" specifies the windows to comply with 2010 FBC wind load requirements. The current code is the 2014 FBC. Please revise as necessary. FBC 107 11. Please provide the window and door minimum design pressures (positive/negative) on the plans for product verification. FBC 107 w 12. Please provide two (2) copies of a Sanford Florida Product Approval Specification Sheet including the following products and their approval numbers (including the decimal): windows, exterior doors, roofing underlayment, roof shingles, off -ridge vents and siding. FBC 107, Submittal Guidelines 13. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the following products: roofing underlayment, off -ridge vents and siding. FBC 107, Submittal Guidelines 14. The Florida Product Approval submitted for the doors are for FL# 15180 while the installation instructions for the doors are for FL# 17347.1 and 17347.2. Please provide the exact product that will be installed on the home. FBC 107, Submittal Guidelines Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Of ke meetings with the plans examiner to discuss continents will require an appointment, arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Danny Vaughn Firm: Nu Design Builders Inc. Address: 431 E. Horatio Avenue, Suite 230 City: Maitland State: FL Zip Code: 32751 Phone: 407-574-5945 Fax: 407-982-7161 Email: danny@nudesignbuilders.com Property Address: 117 W.19th street Property Owner: Randy Jones & Jhn Jones Parcel identification Number: 36-19-30-506-0000-1250 Phone Number: 407-865-2281 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC IA US L Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-649 Reviewed by: Michael Cash, CFM Date: March 8, 2017 jFD- City of Sanford Residential Alteration / Addition / Renovation Permit Application Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 0 Building Permit Application completed, signed and notarized. Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). Q O Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 9 0 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). O Two (2) copies of all applicable plans and related documentation. O An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. 40__If7 O Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** Revised: February 2016 Page l of 5 Residential Alter/Add Permit Application Checklist STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601•BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 FESS, BRADLEY ALLEN NUDESIGN BUILDERS INCORPORATED 431 E. HORATIO AVE. SUITE'230 MAITLAND FL 32751 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation, Our professionals and businesses range from brokers, from boxers to barbequearchitectstoyacht restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please c_ .r tog onto www.myfloridalicense.com. There you can find more information about our divisions'and the regulations that impact F- i 1 you, subscribe to department newsletters and learn more about l the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! STATE -OF LORIDA. 850) 487-1395 UEPAFZTMtNit Ul— t$U51Nt55-ANU PROFE•SSIONACREGULAT1014 BC1253156-Z . OZ/17/201;6= ERTIFIED BUILDING CO N Ti RE10EMOR-, ESS,.BRADLEY PLLEN "-',;••_''-;ram= IUDE3IG I LDER$ INATED ^ _ r' `; .: • ^ , - ash T.= _ : Y o -`w, `-J cERT IFI D'ynd& the provislo`ns,oi Ch:a89 FS.'Y rpveiion date,_ AUG 31; 20ie• - : , _ L'1607170001135 DETAGH-HER RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY A CBC1253156r vJ i+ x,.r.a yM..z l a. r.r t 1_'+ t C -..• ,`• Y ` C^ J `-, l.r' aptel''4, 89°FS''=ate •T r W. 0 r 13 SNuDesign REMODELING CONSTRUCTION AGREEMENT NuDesign Builders, Inc. 431 E Horatio Ave Suite 230 Maitland, FL 32751 This Agreement made and entered into on this 23rd day of February, 2017, between NuDesign Builders, Inc, 431 E Horatio Ave Suite 230, Maitland, Florida 32751, ("Contractor") and Randy and John Jones of 120 W 20'h St Sanford, FL 32771 ("Owner"). RECITALS: A. Contractor is in the business of remodeling residential dwellings. B. Owner desires for Contractor to construct remodeling improvements to Owner's residence on real property located at: 117 W 19'h St Sanford, FL 32771 the "Property") C. Owner warrants that Owner owns fee simple title to the Property upon which Owner desires Contractor to construct the remodeling improvements and shall provide a copy of Owner's deed to Contractor. In consideration of the mutual covenants contained herein, IT IS AGREED: CONSTRUCTION AND PLANS: Contractor shall construct the remodeling improvements to Owner's single-family residence, hereinafter referred to as the "Project," on the Property, according to the plans, specifications, and drawings described in Exhibit "A" (the Work"). The plans, specifications, and drawings described in Exhibit "A" are incorporated herein and are a part of this Agreement (the "Plans & Specifications"). Any change in the Work from the Plans & Specifications shall require the mutual consent of Contractor and the Owner in writing and an appropriate add or deduct in the Contract Price. Plans & Specifications are subject to any change necessitated by building codes, governmental regulations and authorities. Upon approval of the Plans & Specifications by Owner, Contractor may distribute same to subcontractors and trades. LIMITATIONS INHERENT WITH REMODELING PROJECTS: Contractor shall construct the Project in a good workmanlike manner., however, Owner understands and agrees that there are certain limitations inherent in the Work that do not exist with new construction projects. Based on that understanding, Owner agrees that: a. Contractor will use its best efforts to patch any damage to the existing structure but that the patching may be detectable. b. Contractor will use its best efforts to match any new materials with the existing materials used in the structure but the difference in the materials may be detectable. c. Contractor will use its best efforts to minimize damage to existing driveways, landscaping, lawns and any other existing improvements on the property. The Contract Price includes an allowance for the repair or replacement of any such items. Contractor's responsibility for any damages to such items is limited to the amount of the allowance stated on Exhibit "B". If no allowance is stated, then Owner shall bear all costs of such repairs or replacement of such items. CONTRACT PRICE: The total concOverhead o be paid by Owner to Contractor for the Work is: initials of Owner) Cost of the Work Plus a Fee equal to 1.5% for Insurance, 10% for nd 10% for Profit ("Contract Price"). The "Cost of the Work" means all costs necessarily and actually incurred by Contractor in the proper performance of the Work, including but not limited to materials, labor, project management, supervision, subcontracts, insurance, equipment rental, utilities, debris removal, transportation costs, shipping costs, general conditions costs, government fees, wage benefits, and taxes. Cost of the Work does not include Contractor's home office overhead, accounting expenses, and profit. Additional costs to be paid by Owner are listed in Section 11. PAYMENT OF CONTRACT PRICE: Upon execution of this Agreement, Owner shall deposit with Contractor the advance sum of $6,845.38. 10% of the total Contract Price as an initial installment (the "Initial Deposit"). Total contract amount is: $68,453.78. Owner or Owner's lender shall pay Contractor bi weekly for the Work completed in each prior 14 day period as evidenced by Contractor's invoice. All invoices, including all progress payment invoices and the final payment invoice, shall be paid within five (5) days of delivery of the invoice. All payments due to Contractor shall be made at the office of the Contractor. All late payments shall bear interest at 18% per annum. Failure to timely make payment shall be considered a material breach of this Agreement. Owner shall not withhold any payment on the basis of alleged defective Work unless Owner has previously notified Contractor in writing of the alleged defect, provided Contractor at least five (5) days to cure the alleged defect, and specified the exact amount that Owner intends to withhold because of the alleged defect. If payment is not received by the fifth day after a draw is due Contractor shall be entitled to stop all Work on the Project and file a lien against the real property in the amount of all monies due to Contractor. If Owner fails to pay as required hereunder after being provided a 5 day notice to cure, Contractor may terminate this Agreement and Owner shall pay Contractor for all Work performed to the date of termination, demobilization expenses, expenses required to be paid to subcontractors and material suppliers to terminate their subcontracts, and any other damages incurred because of Owner's default and further avail itself of any and all legal remedies as a result of such default by Owner. 4. CHANGES & EXTRAS: Any and all additions or changes to the Work desired by Owner shall be expressly requested by Owner. Any additions or changes in the Work may be performed via written or verbal communication and will be billed on a cost plus basis on the next bill. Contractor must consent to such changes, and may refuse to consent to same, or may place conditions upon acceptance of same, for example, if such a change may present a potential warranty or call back situation as a result of the change e.g., placing a sliding glass door in an area without a roof overhang). All changes must be communicated directly to Contractor, and under no circumstances shall Owner communicate directly with Contractor's subcontractors or suppliers without Contractor's express written approval about any subject, including, but not limited to, changes in the work. Owner shall be liable to Contractor for any and all costs, expenses and damages resulting from any violation of the preceding sentence. A surcharge of $100.00 per change may be assessed by the Contractor. Should Owner request an excessive number (more than 3) of optional pricing requests, Contractor reserves the right to charge $100 per additional bid requested over two. Also, should Owner request design changes after the Plans & Specifications are approved, Owner shall be charged drafting time at a rate of $50/hr. Deletions to or deductions from the Work shall be credited to Owner at Contractor's cost. Owner hereby recognizes that said changes may disrupt the flow, momentum, synergy, and time completion of the Project. If a Change Order is missed or not completed, Contractor's sole obligation is to refund the cost of the Change Order. Should Contractor deem that risks are involved in relation to any one or more requested changes, Contractor may refuse to perform the same or, as a condition of performing the change(s), may require a release from responsibility for making such change(s). All change orders shall be in writing and signed by both parties. This requirement shall not preclude either party or the Owner's Designated Representative from instituting a verbal change provided that said change be followed immediately with a written document to memorialize the oral agreement. In the event changes are required by the developer or approval authority of the subdivision in which the Property is located, or regulatory or utility or competent municipal or other governmental authority having jurisdiction over construction practices, soil conditions or soil engineering analysis on site, the same will be made at Owner's expense. 5. SUBSTANTIAL COMPLETION: Substantial Completion shall be defined as the property being in Move -in condition pursuant to NAHB Residential Construction Performance Guidelines with only minor punch list items between the parties to be agreed to in writing prior to any final payment under the contract. 6. TIME FOR COMPLETION: Owner shall provide Contractor with the following before start of construction: full amount of Initial Deposit, fully completed Color/Selection Form,. and Plans & Specifications approved and signed by Owner. Contractor shall endeavor to reach Substantial Completion of the Project within a reasonable period of time. Contractor shall commence construction as soon as is practical after the date of issuance of the building permit from the appropriate government entity and verification that Owner's funds to pay the Contract Price are available. Contractor does not provide any guarantee of a completion time. Contractor shall not be responsible for delays due acts of god, unusual inclement weather, material shortages, availability of materials, labor shortages, lack of availability of utility services, fire, storm, theft, vandalism, and other causes beyond Contractor's control. It is also understood that any delays caused by Owner, the Owner's selection process (colors, materials, drawings etc.) or by any changes to the Work authorized by Owner shall increase the time for completion and the Contract Price for the Project. Owner shall not hold Contractor liable for any liquidated damages or other damages of any kind caused by any delay of any kind, regardless if caused by Contractor. INSURANCE: Contractor shall procure and maintain during the term of this Agreement the following insurance in amounts not less than those stated below: General Liability: $1,000,000.00 aggregate Workers Compensation Statutory The general liability insurance shall be maintained at the sole cost of Contractor. Builder's Risk and workers compensation insurance shall be a Cost of the Work borne by Owner if this is a Cost of the Work Plus Fee contract or shall be paid by Contractor and included in the Contract Price if this is a Fixed Price contract. Owner and Contractor waive all rights of recovery against each other for damages covered by and paid by insurance purchased and maintained by the Parties. 8. LIMITED EXPRESS WARRANTY: THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THE WARRANTIES OF MERCHANTABILITY AND HABITABILITY. Contractor hereby warrants to Owner that for a period of one (1) year from the date the Certificate of Occupancy is issued for the Project that the structural components of the home, defined as load bearing members that support the structure, and the roof (roof or flashing leaks), plumbing piping (not fixtures and faucets, which carry manufacturer warranties), air conditioning duct work (equipment covered by manufacturer's warranties) and electrical work exclusive of specialty electronics) shall be free from defects in materials and workmanship. Contractor warrants to Owner that, for a period of one year from the date the Certificate of Occupancy is issued for the Project all caulking and painting, woodwork, tile and marble, cabinetry, stucco, plastering, cosmetic roofing issues and the pool and pool systems shall be free from defects in materials or workmanship. The NAHB Residential Construction Performance Guidelines shall set punch list and warranty performance standards. This warranty is non -transferable. As to items Contractor has installed or provided but did not manufacture such as a water heater, dishwasher, range, air conditioner, equipment or other "consumer products", Contractor provides no warranty on such items but will transfer to Owner the manufacturer's warranty. By accepting final payment from Owner, Contractor shall thereby be deemed to have assigned and transferred to Owner all manufacturers' warranties on all appliances, equipment and specialty products such as exterior doors, plumbing fixtures, etc, to the extent that any such warranties exist and are assignable and transferable. Contractor shall cooperate with Owner and execute any documents which may be necessary to accomplish or evidence the assignment and transfer of any and all such manufacturers' warranties. Owner and Contractor hereby acknowledge and agree that the Limited Express Warranty set forth above is the only warranty issued by Contractor, and is expressly in lieu of all other express or implied warranties concerning the Project that is the subject of this Agreement. Any other representations, statements or promises made by any person (whether a representative of the Contractor or not) are unauthorized and are not binding upon the Contractor. ALL OTHER WARRANTIES WITH RESPECT TO THE PROJECT, WHETHER EXPRESS, IMPLIED OR ARISING BY OPERATION OF LAW, COURSE OF DEALING, CUSTOM AND PRACTICE, OR OTHERWISE, ARE HEREBY FULLY AND COMPLETELY DISCLAIMED AND OF NO FORCE OR EFFECT. THIS DISCLAIMER SHALL BE DEEMED TO INCLUDE A DISCLAIMER OF ANY AND ALL SUCH WARRANTIES, INCLUDING, BUT NOT LIMITED TO, ANY WARRANTIES OF HABITABILITY, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. By signing this Agreement, Owner expressly represents that the Owner has read and understood this provision, and that the Owner has knowingly relinquished any and all other warranties. IN ADDITION TO THE FOREGOING, THE OWNER'S RIGHTS PURSUANT TO THIS LIMITED EXPRESS WARRANTY SHALL BE LIMITED TO THE REPAIR OR REPLACEMENT OF THE DEFECTIVE MATERIALS OR WORK, AS SET FORTH HEREIN, AND UNDER NO CIRCUMSTANCES SHALL CONTRACTOR BE LIABLE TO OWNER FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR DELAY, LOSS OF USE, RENTAL EXPENSES, STORAGE EXPENSES, OR OTHERWISE. Payment by the Owner to the Contractor of the full amount of the Contract Price, as modified by approved Change Orders, and the issuance of a Certificate of Occupancy for the Project, are express prerequisites and conditions precedent to the Owner's right to make any claims or demands under the Limited Express Warranty set forth herein. The following items are excluded from coverage of the Limited Express Warranty set forth herein, and for which the Contractor does not assume any responsibility or liability: a) Defects in wood doors, appliances, equipment and systems such as, but not limited to, warpage of entry doors, HVAC Equipment, Security Systems, Audio Systems, Lighting Systems, Plumbing Fixtures, Elevators, Refrigerators, etc. which are covered by manufacturer's or installers warranties (and for which the Owner acknowledges and agrees that the Owner's sole recourse shall be against the manufacturers thereof pursuant to the manufacturers' warranties); b) Damage due to ordinary wear and tear, abusive use, or a lack of proper maintenance; c) Defects which are the result of characteristics common to the materials used, including, but not necessarily limited to: warping and deflection of wood; fading, chalking or cracking of paint or stained materials due to sunlight; efflorescence of natural grey concrete materials: cracks due to drying and curing of concrete, stucco, plaster, bricks and masonry; drying, shrinking and cracking of caulking and weather stripping; tarnishing of metallic hardware, plumbing fixtures, lighting fixtures and the like; mildew; and any and all other normal shrinking or drying out; color shade variations; discoloration, mottling, streaks or staining of the pool; intrinsic variation in color or texture of natural materials such as stone and marble; and conditions resulting from condensation, expansion, contraction or warping of materials, or which result from negligence, lack of maintenance or abuse by the Owner or from an act of God; d) Damage due to animal or insect infestations or the like; e) Defects in items installed by Owner or anyone else, except the Contractor or subcontractors at the express direction of the Contractor; f) Work performed by Owner or anyone else except Contractor or subcontractors at the express direction of the Contractor; g) Damage to glass surfaces, any painted surfaces, cracked roof tiles, floor coverings and/or countertops not reported and noted on the punch list at closing; h) Landscape warranties shall accrue directly from the Landscape Contractor to the Owner. Typically landscape warranties are for a period less than one year and exclude damage caused by freezes, lack of maintenance, pestilence, etc. The Owner should consult the landscaper for further details related to the actual warranty; i) Defects disclaimed in Change Orders or the Contract Sales Disclosure; and j) Contractor does not express or impliedly warrant habitability of soil or sub -surface conditions of the subject property. As set forth in this Agreement above, the Owner expressly assumes the risk of any and all loss or damage to the Project caused by soil or sub -surface conditions, whether or not any such adverse conditions could have been discovered prior to the start of construction by appropriate testing. If a defect appears which Owner believes is covered by the Limited Express Warranty, Owner shall notify Contractor of the same in writing. Owner must state what times during normal working hours that someone will be home so that service calls may be scheduled. Service work will only be made Monday through Friday, between the hours of 8 am, and 3 p.m. If delay in notification may cause additional damage (i.e., in the event of an emergency, such as a burst pipe, or otherwise), Owner may (and should) telephone the Contractor's office (and follow up with written confirmation of such call). Upon receipt of notice from Owner as described in the preceding paragraph, the Contractor shall, if the Project described (and the item(s) complained of) is covered by the Limited Express Warranty, repair the item at no charge to the Owner. Such work, which may include repair or replacement, shall be performed as soon as is reasonably practicable under all circumstances and conditions then existing. The work will be performed by the Contractor or subcontractors chosen at the Contractor's discretion and control. The Owner's right to have the Contractor repair and/or replace an item covered by the Limited Express Warranty (as set forth herein) shall constitute the Owner's sole and exclusive right in connection with such item of warranty work. Owner shall give Contractor a reasonable opportunity to cure any warranty requests or alleged defects prior to instigating litigation. The Owner's failure to give such notice and opportunity to cure shall be deemed a waiver of any and all claims the Owner has or may have against the Contractor in relation to such warranty items. Failure of the Buyer to notify Contractor of a warranty claim and to give the Contractor a reasonable opportunity to repair or replace the warranted item or items involved shall relieve the Contractor of all expenses of remedying any such warranty claim(s) above the sum that the Contractor would have expended (which sum may be zero, as in the case of a warranty claim for which the Contractor would have had the right to have a subcontractor or supplier remedy the warranted condition) had prompt notification and a reasonable opportunity to repair or replace been given. For these purposes, a "reasonable opportunity to repair or replace" shall mean giving the Contractor access to the Project, the opportunity to perform reasonable destructive testing, if necessary, and the opportunity to repair or replace the warranted condition over the course of no less than Thirty (30) days from when the Contractor first receives the Buyer's written notice (which may include multiple visits to the home to perform the repairs and/or replacements. The Owner shall promptly report to the Contractor in writing the existence, or suspected existence, of any leak, as well as the presence, or suspected presence, of mold, of which the Owner becomes aware so that the Contractor may take steps immediately to minimize the consequences of a leak and/or of the presence of mold. Failure by the Owner to so notify the Contractor shall relieve the Contractor of all costs and expenses of remedying any such leak and damage caused by such leak, or the presence of mold, above the sum that the Contractor would have expended had prompt notification been given. In recognition of the relative risks, rewards and benefits of the Project to both the Owner and the Contractor, and subject to the provisions of the foregoing paragraph, the risks have been allocated such that the Owner agrees, to the fullest extent permitted by law, to limit the liability of the Contractor to the Owner for any and all claims, losses, costs, damages of any nature whatsoever, as well as claims' expenses from any cause or causes, including attorneys' fees (if applicable, as in the case of a construction lien foreclosure action), court costs and expert witness fees and costs, so that the total, aggregate liability of the Contractor to the Owner shall not exceed, in the case of damages to the Project itself, the sum of Two Hundred Fifty Thousand Dollars, and in the case of third party property damage, shall not exceed the total, aggregate sum of Five Hundred Thousand Dollars. It is intended that this limitation shall apply to any and all liability or cause of action, however alleged or arising, whether based upon contract, tort, statute, or otherwise, unless otherwise prohibited by law. SOIL CONDITIONS, CONCEALED CONDITIONS, HAZARDOUS MATERIALS, AND UNFORESEEN CONDITIONS: Contractor has no knowledge of the soil or subsurface conditions of Owner's property, concealed conditions, hazardous materials, or unforeseen conditions; nor has Contractor conducted any tests for same. Contractor has made no representation as to the suitability of Owner's property for construction. CONTRACTOR NEITHER EXPRESSLY NOR 1MPLIEDLY WARRANTS THE HABITABILITY OF SOIL OR SUBSURFACE CONDITIONS OF THE SUBJECT PROPERTY, THE CURRENT CONDITION OF OWNER'S STRUCTURE, THAT THERE ARE NO HAZARDOUS MATERIALS, OR THAT THERE ARE NO UNFORESEEN CONDITIONS. THE OWNER AGREES TO ACCEPT ALL RISKS OF ANY LOSS AND EXTRA COST AND EXPENSE CAUSED BY UNSUITABLE SOIL OR ANY SUBSURFACE CONDITIONS, CONCEALED CONDITIONS, HAZARDOUS MATERIALS, OR UNFORESEEN CONDITIONS. Remodeling work necessarily involves the risk of the discovery of concealed conditions, hazardous materials, or unforeseen conditions. Owner shall solely bear these risks. Even if this Agreement includes a fixed Contract Price, if concealed conditions, hazardous materials, or unforeseen conditions are encountered during performance of the Work, Contractor may stop the Work until the Contract Price is equitably adjusted upon mutual agreement of the Parties to compensate Contractor for any increased costs caused by such conditions. Contractor shall not be required to proceed until agreement has been reached on the equitable adjustment. If agreement is not reached within 10 days of Contractor's notice, Contractor may terminate this Agreement and Owner shall pay Contractor all of Contractor's Cost of the Work incurred as of the date of termination for all Work performed to the date of termination, demobilization expenses, reasonable overhead and profit on the Work performed, expenses required to be paid to subcontractors and material suppliers to terminate their subcontracts. Additionally, if Contractor determines in its sole discretion that it is either dangerous or economically not feasible to continue the Work because of the concealed conditions, hazardous materials, or unforeseen conditions, then Contractor may also terminate this Agreement by giving 10 days notice to Owner and Owner shall pay Contractor all of Contractor's Cost of the Work incurred as of the date of termination for all Work performed to the date of termination, demobilization expenses, reasonable overhead and profit on the Work performed, expenses required to be paid to subcontractors and material suppliers to terminate their subcontracts. Owner shall indemnify, defend and hold harmless Contractor from any claims whatsoever arising out of the use, storage, treatment, generation or disposal of any hazardous materials located or found on Owner's property The Owner understands that certain cost considerations outside of the main body of the structure and certain structural requirements such as foundations, beams, roof tie downs, etc., are intimately related to the location of the site, jurisdictional requirements and to conditions of site topography, vegetation and subsoil, and are beyond the control of the Contractor. Additional charges may occur based upon conditions encountered. Such site considerations and conditions include, but are not limited to, the following: (a) Site clearing conditions, including special permits, vegetation or animal preservation, vegetation transplant and removal, rock outcroppings, special site fencing and problems associated with or related to removal of materials, plants, trees and the like; (b) Structural engineering or extraordinary structural work beyond standard code requirements as mandated by regulatory agencies; (c) Subsoil conditions including de -watering, rock removal, soil removal and replacement, soil subsidence, sinkholes, placement of sheet pilings necessary to retain soil during construction of special footings, placement of special foundations, pilings and the like in excess of those specified in Exhibit A; (d) Site soil and vegetation conditions requiring special materials handling considerations, such as crane deliveries; (e) Utility conditions, including non -availability of power, sewer or water; and (f) Special Permitting including Army Corps of Engineers, Department of Environmental Regulation, Special Weight Permits, unexpected Development Permit Fees, unexpected Building Permit Fees, unexpected Vegetation Permit fees, impact fees, unexpected and newly devised city, county, state and federal fees and the like. The Work is being constructed on a lot owned by the Owner, the Owner shall be responsible and liable for any and all subsurface/subsoil conditions, and shall bear the responsibility, liability and expense for such subsurface/subsoil testing as Owner may wish to undertake to protect Owner's interests in that regard. The Contractor shall have no responsibility or liability for any adverse subsurface/subsoil condition, regardless of whether or not the same would have been discovered by appropriate testing. The Contractor shall be entitled to rely upon the accuracy, correctness and completeness of the results of any such testing performed by or on behalf of the Owner. 10. SUBSTITUTION OF MATERIALS: Contractor shall have the right to substitute equal or better materials. Contractor may use and install materials other than and different from those specified in the Plans & Specifications, if those so specified or incorporated are not readily available when needed, provided such different materials shall be substantially equal in value and usability. Owner is advised that color and texture variations in natural materials will occur due to factors beyond the control of the Contractor, and the Contractor is not responsible for such variations. Owner also acknowledges that defects in glass surfaces shall be governed by ASTM Standards Relating to the Flat Glass Industry. 11. ADDITIONAL OWNER COSTS AND OBLIGATIONS: In addition to the Contract Price, Owner shall pay for and have the obligation to obtain all surveys, soil testing, architectural control committee fees and approvals, homeowner association fees and approvals, governmental fees and approvals, variances, easements, building permits, and impact fees necessary for the construction of the Project. This Agreement and the Contract Price are subject to Owner's lot assumed clear and level (except for any allowances as set forth in Exhibit B), with access roads, utilities services (telephone, water, electric and sewer) paid for and provided by Owner and available. Where power is not available in a timely fashion, Owner shall bear the cost of generator equipment rental as needed. Owner is responsible for the cost of underground electrical service or extraordinary power runs from panel to meter, necessitated by location of exterior power sources. Owner shall pay for normal monthly water & electrical services from start of construction through completion. Charges to fill propane tanks are at Owner's expense. Contractor shall act as Owner's agent in obtaining subdivision, architectural control committee, developer, and like approvals, variances, special exceptions, addenda to master plans, etc. However, any costs resulting from changes required by the subdivision, architectural control committee or developer shall be paid by Owner. Should the developer require from Contractor a deposit refundable upon completion of landscaping, Owner shall pay same. If landscaping and sod are included in this Agreement, Contractor serves merely as agent for the Owner in contracting with the landscape subcontractor, and warranties are limited per the Limited Warranty in Section 8. All expenses for landscape permitting, grading, fill materials, supervision, planter drainage, planter irrigation lines and the like will be paid by Owner. Owner shall bear full responsibility for watering and care of all landscaping and vegetation. All grading, fill, disposition of trees and control of water flow will be performed in a lawful manner, but otherwise will be completed at Contractor's sole discretion. At closing, Contractor's responsibility with respect to soil erosion, soil conditions, drainage, grass, shrubbery and landscaping shall terminate and Owner's responsibility begins. Contractor shall not be liable for damage or destruction of trees on the Property and or the condition of those trees before, after or during construction. 12. ALLOWANCES AND BUDGETS: Allowances. If this is a fixed Contract Price, Allowances are itemized and attached as Exhibit "B". Allowances are not Changes. These are budgets that the Contractor and Owner have agreed upon in the Contract Price for items that may vary, such as site work for a Owner's particular site or items where the Buyer makes selections such as tile or carpet. Allowances do not include Contractor overhead and profit. Where increased charges for allowance items are necessitated by Owner's selections, choices, or changes, increases in prices or quantities, site conditions, and the like, the Owner shall be invoiced for such additional charges, plus Contractor's overhead and profit thereon. If any item of expense actually incurred exceeds the stated Allowance, the overage shall be paid by the Owner to the Contractor at the time it is incurred. If any item of expense is less than an Allowance provided for it, and the Allowance expense is a final Allowance amount, the underage shall be allowed as a credit against any other sums otherwise due from the Owner to Contractor during the course of construction. Budgets. if this is a Cost of the Work Plus a Fee contract, Contractor may have provided Owner with budgets and cost estimates. Any budgets or estimated costs prepared by Contractor are not guarantees of maximum costs. They are merely rough estimates. Owner shall not hold Contractor liable because the Cost of the Work exceeds any such budgets or estimates. Owner recognizes that construction costs can escalate significantly over time and that Contractor has no control over the escalation of the costs of materials and labor. 13. USE OF OUTSIDE SUBCONTRACTORS AND SUPPLIERS: Owner acknowledges that Contractor shall have exclusive control and authority over the selection of subcontractors and suppliers for performance of the Work for the Project. In the event that Owner performs or conducts other work on the real property during Contractor's performance of the Work, including but not limited to matters such as decorating, Owner hereby agrees to protect, indemnify and hold harmless Contractor against any and all losses, claims or damages whatsoever, including any and all attorney's fees incurred, arising out of such other work, including acts and omissions of Owner's subcontractors or suppliers. In addition, Owner acknowledges that Contractor shall not pay for any costs of remedial work or modification related to any such Owner hired subcontractors or suppliers. Owner acknowledges and agrees that Contractor shall have no responsibility or liability whatsoever related to materials and/or workmanship of suppliers and subcontractors hired by Owner. Owner agrees that Contractor shall also have no responsibility or liability for any delays in the completion of the Project caused by any such outside subcontractors or suppliers utilized by Owner. 14. POSSESSION: Possession of the Project is maintained exclusively by Contractor for the duration of the construction and prior to final closing. Thus, all Work on the Property shall be under the direct control of Contractor, and no other work shall be performed, unless otherwise previously approved in writing by Contractor. Owner agrees not to interfere in any way with the normal progress of construction. Owner shall not communicate nor discuss construction matters with workmen, subcontracors, or their employees. Owner shall communicate solely with Contractor. Contractor shall have full responsibility for general management of construction of the Project and shall have full directing authority over the execution of all sub -contractors and subcontracts. Owner shall not enter the area of the Work unless accompanied by Contractor or Contractor's representative, and without express approval of Contractor. No representation by a subcontractor shall be binding upon the Contractor. If Owner hires an independent inspector, then that inspector shall have access to the Property provided that inspections are made by appointment with the Contractor. Owner agrees not to interfere with any workers, and that all matters pertaining to construction will be taken up by Owner with Contractor. Owner agrees not to enter on or make inspections of the Property without a representative of Contractor present, for which Owner must schedule an appointment at least 24 hours in advance. Owner assumes all risks for injuries which he or anyone under his control or direction may sustain upon entering or while on the Property under construction, and agrees to indemnify Contractor for any injuries and damages incurred by Owner or anyone under Owner's control or direction, including if caused by the negligent acts or omissions of Contractor, its employees, agents, subcontractors, subsubcontractors, and/or materialmen including Contractor's court costs and attorney's fees, if any. Owner covenants and fully understands the risks and dangers associated with entering the Property under construction. A representative, but not exclusive, list of such risks and dangers includes: (a) obstacles or sharp objects on the ground or floor; (b) falling objects; (c) protrusions; (d) machinery, tools and equipment; and (e) incomplete construction. Violation of this provision by Owner shall constitute a default of this Agreement by Owner. Possession of the Project shall not be delivered to Owner until same has been fully constructed (subject to "punch list" items and warranty claims) and the full Contract Price and charges on approved changes have been paid to Contractor. 15. FINAL COMPLETION, PUNCHLIST, AND FINAL PAYMENT: Contractor will notify Owner of Substantial Completion of the Work, and Owner shall, within ten (10) days after receipt of said notice, cause final payment to be made to Contractor. Decorating and other Owner -elected direct contract work is not the responsibility of Contractor; Owner agrees to prompt payment of all amounts due to Contractor regardless of completion of such items. Upon receipt of notice of Substantial Completion and prior to final settlement, Owner and Contractor's representative shall prepare a "punch list" of items which are to be corrected or completed (keeping in mind the construction standards prevalent in the area for similar property), which shall be signed by both parties. Contractor will exert its best efforts to complete the punch list prior to closing. It is expressly understood, however, that certain punch list items may remain at time of closing and that such items will be promptly and responsibly handled by the Contractor. It is further understood that additional warrantable items may arise during the warranty period which are considered Warranty items, and which are covered under the terms of the NuDesign Builders Homes Warranty Program. Owner agrees to grant Contractor reasonable access to the Property after closing for purpose of completing such "punch list" items and any warranty work. As this written assurance is provided, Contractor's right to receive final payment will not be subject to hold -backs or escrows pending completion of "punch list" or warranty items. At the time of final settlement, a Contractor's "Affidavit of No Liens" covering all materials and labor will be presented to Owner by Contractor. It is expressly understood and agreed that the Owner is not to occupy, store any possessions or otherwise take possession of the Project prior to such final settlement unless written consent to such occupancy is granted to by Contractor and, prior to such occupancy, Owner shall have paid the full Contract Price and charges for all approved changes to Contractor. 16. MARKETING: Owner consents and grants Contractor the right to take photographs of the Project and to use same for marketing of Contractor's business, including use in brochures and advertising 17. FUNDING BY OWNER: Owner represents that Owner has obtained and secured financing from a lending institution or that Owner has sufficient cash funds to pay the Contract Price. Owner shall provide evidence of financing or cash funds at any time requested by Contractor. 18. ASSIGNMENT OF WARRANTIES: The Contractor shall furnish to the Owner, assignments of all warranties in connection with any and all fixtures, equipment, and appliances, installed by the Contractor on the Project. Owner shall not look to Contractor to repair or warranty such fixtures, equipment, and appliances, but only to the manufacturers or dealers of such fixtures, equipment, and appliances. 19. DEFAULT: Contractor Default. If Contractor materially defaults or neglects to carry out the work in accordance with the Plans & Specifications or this Agreement or fails to substantially perform any provision of this Agreement, the Owner may, after Fifteen (15) days' written notice and opportunity to Contractor to cure, may declare the Contractor in default, terminate the Agreement take possession of the site, and may finish the Work. Owner's damages shall be solely limited to the reasonable cost of completion of the Work less the unpaid balance of the Contract Price that has not been paid to Contractor as of the date of termination. If the unpaid balance of the Contract Price exceeds the reasonable cost of completion, such excess shall be paid to the Contractor. Owner Default Before Commencement. In the event that Owner shall elect not to proceed before Contractor has commenced the Work, this Agreement shall be terminated, and Owner shall pay Contractor for all Work performed to the date of termination, demobilization expenses, expenses required to be paid to subcontractors and material suppliers to terminate their subcontracts, and any other damages incurred because of Owner's default. In such event, these amounts shall be deducted from the Initial Deposit and the balance, if any, shall be returned to Owner (or the excess, if any, shall be billed to the Owner, who agrees to pay the same within fourteen (14) days of the Owner's receipt of such billing); provided , however, that if the Owner's decision not to proceed occurs before start of construction, and results from a natural catastrophe or death in Owner's immediate family, Owner's sole liability for termination shall be the Contractor's out-of-pocket costs plus overhead. Owner acknowledges that the Contractor's entitlements under this provision could exceed the Initial Deposit amount and Owner may be liable for such additional amounts. Regardless of the reason for termination of this Agreement by Owner, all permits, development orders and other governmental approvals, of whatever kind, obtained by Contractor prior to Owner's election not to proceed, notwithstanding the name in which issued, shall remain the property of Contractor and shall not be assignable to Owner without the consent of Contractor. Owner Default After Commencement. After Contractor's commencement of the Work, If Owner defaults in any obligations under this Agreement or fails to perform any provision of this Agreement, except for payment obligations payment defaults remedies are described in Section 3), Contractor may, after thirty (30) days' written notice and opportunity to Owner to cure, may declare the Owner in default, terminate the Agreement, and Owner shall pay 9 Contractor for all Work performed to the date of termination, demobilization expenses, reasonable overhead and profit on the entire Work had it been completed, expenses required to be paid to subcontractors and material suppliers to terminate their subcontracts, and any other damages incurred because of Owner's default and further avail itself of any and all legal remedies as a result of such default by Owner. 20. MEDIATION, DISPUTE RESOLUTION, GOVERNING LAW AND VENUE: This Agreement is being executed and delivered in the State of Florida and shall be governed by, construed and enforced in accordance with the laws of the State of Florida. Venue for any action shall be in the County where the Project is located. The Parties agree to submit any dispute to mediation under Florida Statutes before filing any arbitration action. Mediation shall be a precondition to filing arbitration by any Parry. Prior to the filing of any arbitration (or related litigation, e.g., to enforce the arbitration clause below), by Owner or Contractor against the other (and, except as described below, as a precondition to any such filing), Owner and Contractor shall engage in pre -arbitration mediation. Such mediation may be requested by either parry, at any time, and shall be conducted the same as if such mediation were ordered by a Florida Circuit Court (i.e., in accordance with, and subject to, all of the laws and rules applicable to court -ordered mediation). Such mediation shall be conducted within a reasonable period of time after the same is requested in writing by either parry, and shall be conducted in the county in which the Project is located. If the parties are unable to agree upon the selection of a mediator, either parry may petition or request that the Circuit Court in the county in which the work is being performed (or the Mediation Coordinator, if any, for the courts of that county) appoint a mediator. A mediator who is so appointed may only be challenged for cause, and not peremptorily. While the request for and the conducting of such a mediation shall be a pre -condition to the filing of arbitration, in the event that either parry is in jeopardy of losing its right to arbitrate (e.g., the statute of limitations is about to expire), then arbitration may be filed before mediation is conducted, provided that mediation is requested before, or simultaneously with, the filing of such arbitration, and is conducted before the named respondent/defendant in the arbitration is required to respond. If the scheduling of the mediation requires, the plaintiff/claimant shall therefore grant the respondent/defendant an appropriate extension of time to respond so as to permit the arbitration to be conducted before the respondent/defendant must so respond. Subject to the provisions of this Section above, any controversy or claim arising out of or relating to this Agreement, or that in any way arises out of or relates to the furnishing of any labor, services, materials or equipment in relation to the Work described in this Agreement, or the payment therefor, shall be resolved, and shall only be resolved, by binding arbitration conducted in the County where the Project is located. Except as otherwise provided in this Section, such arbitration shall be conducted in accordance with the Construction Industry Arbitration Rules then in effect of the American Arbitration Association; provided, however, that the arbitration will not be initiated with, or administered by, the American Arbitration Association. Subject to the foregoing requirement of pre -arbitration mediation, either party may institute arbitration by serving a written demand for arbitration upon the other. Such demand shall include the name of a proposed, single, neutral arbitrator. The responding parry shall have ten (10) days from the responding parry's receipt of the arbitration demand to respond indicating acceptance or rejection of the proposed arbitrator. If acceptable, that person shall be the arbitrator. If rejected, the parties shall confer during the seven (7) days following the responding parry's response to determine if they can agree on a single, neutral arbitrator. If they cannot agree within such seven (7)-day period, then each party shall have an additional seven (7) days to notify the other of the names of their respective appointments of arbitrators. The two parry -appointed arbitrators shall then have ten (10) days within which to choose a third, neutral arbitrator. If the party -appointed arbitrators cannot agree on a third, neutral arbitrator, either parry may immediately petition a court of competent jurisdiction to appoint the third (neutral) arbitrator pursuant to Chapter 682, Florida Statutes. In the case of a panel of three (3) arbitrators, the decision of the majority shall control. Such arbitration may include other parties, including, but not necessarily limited to, other parties who have furnished labor, services and/or materials in connection with the design and/or construction of the Project that is the subject of this Agreement and who have agreed with Contractor to be joined as parties in arbitration proceedings arising out of or relating to the design and/or construction of such Project. Each Parry shall bear their own attorneys' fees and costs in any dispute proceeding. The award of the arbitrator(s) shall be final and binding upon the parties in accordance with Florida law, and judgment upon the award rendered by the arbitrator(s) shall be entered in any court having jurisdiction over the parties. 10 21. WAIVER OF CONSEQUENTIAL AND PUNITIVE DAMAGES: The Parties waive any and all claims against each other for punitive damages, delays, lost use, lost income, financial impact, rental costs for interim housing, and any other consequential damages. 22. UNENFORCEABLE PROVISIONS: If any term, covenant, warranty, paragraph, clause, condition, or provision of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions of this Agreement shall remain in full force and effect, and shall in no way be affected, impaired or invalidated thereby, and this Agreement shall be construed as if such invalid, void, or unenforceable provisions were omitted. 23. ASSIGNMENT: Neither party shall assign this Agreement without the express written consent of the other party, except that Contractor may assign this Agreement to an affiliated entity of Contractor without consent of Owner. 24. NOTICES: Any notice, demand, or other communication required or desired to be given under this Agreement, hereinafter referred to as "Notice," shall be in writing and shall be deemed to have been sufficiently given or served, for all purposes, if sent by certified or registered mail, return receipt requested, postage prepaid, to the addresses at the top of this Agreement. Any party may change the address to which a Notice is to be sent him by Notice in writing to the other parties hereto as provided above. 25. SUPERSEDES ALL PREVIOUS AGREEMENTS: This Agreement supersedes any and all previous agreements, either oral or in writing, between the parties hereto with respect to the subject matter of this Agreement. 26. CHANGES MUST BE IN WRITING: No changes or modifications of this Agreement shall be valid unless in writing and signed by all of the parties to this Agreement. No oral agreement shall be binding on the Parties. No waiver of, or any provision of this Agreement shall be valid unless in writing and signed by the person or party against whom charged. 27. PARAGRAPH HEADINGS: The paragraph headings are inserted in this Agreement only for convenience, and in no way define, limit, or describe the scope or intent of any provision of this Agreement. 28. NO WAIVER OF RIGHTS: Failure by the Contractor to insist upon or enforce any of his rights shall not constitute a waiver thereof and nothing shall constitute a waiver of the rights of either party to insist upon strict compliance with the provisions of this Agreement. 29. RADON GAS: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed over time. Levels of radon that exceed federal and state guidelines have been found in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit. Contractor has made no independent inspection of the property to determine the presence of conditions which may result in radon gas; however, Contractor is not aware of any such condition. 30. WAIVER OF ESCROW: The Buyer/Owner of a one -family or two-family residential dwelling unit has the right to have all deposit funds (up to 10 percent of the purchase price) deposited in an escrow account. This right may be waived, in writing, by the Buyer/Owner. Owner hereby waives Owner's right to an escrow account. 31. Construction Lien Law: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIF PROBLEM ARISES, YOU CONSULT AN ATTORNEY. ps 32. Disclaimer and Waiver related to Mold Whether or not you as a homeowner experience mold growth depends largely on how you manage and maintain your home. The liability of Contractor is hereby limited to things that Contractor can reasonably control within the scope of its Work as a contractor. Under the Contractor's warranty, the Contractor will repair or replace defects in construction for a period of one (1) year. Defects in construction do not include mold nor the consequences of mold. Contractor shall not be responsible for any damages caused by mold, or by some other similar agent, that may be associated with defects in construction, to include but not be limited to property damage, personal injury, loss of income, emotional distress, death, loss of use, loss of value, and adverse health effects, or any other effects. Any implied warranties, including an implied warranty of workmanlike construction, an implied warranty of habitability, or an implied warranty of fitness for a particular use is hereby waived and disclaimed by Owner as they relate to mold or similar agents. 12 33. CHAPTER 558 NOTICE OF CLAIM: CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY (60) DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. NOTICE OF CONSUMER RIGHTS UNDER THE CONSTRUCTION INDUSTRIES RECOVERY FUND You have certain rights under Florida law if you have suffered damages caused by a state -licensed contractor or construction company with whom you have signed a contract. State law requires that you be provided with this notice of your rights regarding the Construction Industries Recovery Fund, including how and where you can file a claim against the fund for reimbursement of any damages you have suffered. You may be eligible for reimbursement if you have suffered monetary loss due to certain acts (described below) by the contractor, financially responsible officer or business organization licensed under Chapter 489, Part 1, Florida Statutes. The Fund is available only in cases where the contract was signed and the violation occurred on or after July 1993 Who is Eligible In order to seek compensation from the Construction Industries Recovery Fund, you must have: 1. Entered into a written contract with a licensed contractor for work on residential real property; 2. Commenced legal action against the contractor, financially responsible officer or business organization; and 3. Suffered a financial loss due to the contractor; a. Knowingly violating applicable city, county or state building codes or laws; b. Committing mismanagement or misconduct in the practice of contracting that causes financial harm to a customer; c. Abandoning a construction project for more than 90 days; or d. Singing a false statement claiming that the work is bonded that all payments to subcontractors have provided certain worker's compensation and insurance protection. Florida laws provided specific definitions for determining whether a contractor's actions may constitute one of these violations. See state statute 409.129(1)(d).(h).(i). Fla. Stat. In addition, you must notify the Construction Industry Licensing Board (CILB) of your legal claim by certified mail at the time you commence legal action. Filling a complaint against a contractor is not the same as filing a claim against the Fund. Even if you file a complaint against a contractor with the Department of Business and Professional Regulation, (DBPR), you still have to give the 13 CILB notice of your claim and you will also be required to file a Construction Industries Recovery Fund Claim Form with the CILB. To request a Construction Industries Recovery Fund Claim Form or to receive more information about the Fund, Write to: Construction Industry Licensing Board 1940 North Monroe Street Tallahassee, FL 32399-0783 Phone: 850-487-1395 If you have questions and /or want to rile a complaint with the DBPR against the contractor, the financially responsible officer and/or the business organization, please write to the complaints Section, DBPR, 1940 North Monroe Street, Tallahassee, Florida 32399-0782 Conditions For Recovery In order to recover from the Fund, you must be an individual -not a company. The Recovery Fund is a last resort. Before you can receive any money form the Fund, you must have obtained a final judgment from a Florida court or a restitution order form the CILD based on the types of violations of law already mentioned. Both the violation of law and the signing of the construction contract must have occurred on or after July 1, 1993. Before the Fund will pay you any money, you must show that you have made every effort to determine if there are any assets from which you can recover all or part of the money you are owed. If so, you must try to recover before you can collect from the Fund. You have to file a claim for recovery with the Fund within 2 years of the time you find out or should have found out about the violation of law happened. Payments From The Fund The fund does not pay post judgment interest, punitive damages, or attorney fees. The fund only pays what you have not yet collected for actual or compensatory damages. The fund pays the lesser of up to $25,000 per claim, $25,000 per transaction, or $50,000 per contractor. FOR MORE INFORMATION ABOUT THE FUND, SEE S.S. 419-140.143, FLA, STAT. AND RULES 61 G4-21-001 TO 61 G4-21, 005 FLA. ADMIN.CODE. Executed on the day and ar f t written above. Owners Signature Date or a/a J;7 Owners Signature Date Contractors Signat Date ?.DI President, NuDesign Builders Inc 14 15 Exhibit A Listing of Plans and Specifications See plans submitted to City of Sanford Exhibit B Listing of Allowances and Amounts To be determined by Owner's selections ADDENDUM C AGREEMENT BETWEEN BUILDER, NuDesign Builders Inc, AND OWNER, Randy and John Jones, FOR THE PROJECT DESCRIBED AS FOLLOWS: 117 W 19" St Sanford, FL 32771 THE CALCULATION OF OVERHEAD AND CONTRACTOR'S FEES ON THE CONTRACT REFERENCED ABOVE WILL BE CALCULATED AS FOLLOWS: Insurance fee of 1.5% and Overhead fees of 10% will be calculated on the total cost of the job and then 10% Contractor's Fees will be calculated on the sum of the costs and overhead fees. Overhead and Contractor's Fees are not calculated on a flat percentage. Printed Name _Bradley A Fess Title: President CLI1 Sign Print CLIENT: Sign Name: Printed Name: a SCPA Parcel View: 36-19-30-506-0000-1250 Page l of 2 Property Record Card 117$7=6 Parcel: 36.19-30.506.0000-1250 Owner: JONES RANDALL & JONES JOHN E a[raornodNn nanaA Property Address: 117 W 19TH ST SANFORD, FL 32771 Parcel Information Parcel 36-19-30-5054000.1250 Owner JONES RANDALL d JONES JOHN E Property Address 117 W 19TH ST SANFORD, FL 32771 Mailing 120 W 20TH ST SANFORD, FL 32771 Subdivision Name SANFORD HEIGHTS Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Legal Description LOT 125 SANFORD HEIGHTS PB 2 PG 63 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method Coal/Market CostlMarket Number of Buildings 1 1 Depreciated Bldg Value 58.896 57,316 Depreciated EXFT Value 1,670 1.670 Land Value (Market) 14,163 11,845 Land Value Ag Just/Market Value " 74,729 70,831 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj 0 2,972 P&G Adj 0 0 Assessed Value 74,729 67,859 Tax Amount without SOH: $1,383.00 2016 Tax Bill Amount $1,383.00 Tax Estimator Save Our Homes Savings. $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 74,729 0 74,729 Schools 74,729 0 74,729 SJWM(Seint Johns Water Management) 74,729 0 74,729 County Bonds 74,729 s0 74,729 City Sanford 74,729 s0 74,729 Sales Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 7/1/2016 08729 0161 89,800 Yes Improved WARRANTY DEED 5/1/2004 05341 0339 103,5W Yes Improved QUIT CLAIM DEED 1/1/2004 05173 0944 100 No Improved QUIT CLAIM DEED 12/1/2001 D4243 1104 100 No Improved QUIT CLAIM DEED 9/1/1998 1 03512 11526 1001 No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50.001 154.00 0 275.001 14,163 Building Information 0 I Description I Year Built ve I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall I Adj Value I Repl Value I Appendages Aclu http://parceldetail.scpafl.org/ParceiDetailInfo.aspx?PID=36193050600001250 3/29/2017 SCPA Parcel View: 36-19-30-506-0000-1250 r Page 2 of 2 1 SINGLE 1930119W 3 3 10 1,096 1,579 1,256 SIDING $58,896 $96,157 Description Area FAMILY GRADE 3 DETACHED GARAGE 323.00 UNFINISHED ENCLOSED PORCH 160.00 FINISHED Permits Peril 0 Description Agency Amount CO Date Permit Date No Permits Extra Features Description Year Built Units Value New Cost CARPORT 2 6/1/1996 1 600 1.500 WOOD UTILITY BLDG 12/1/1975 196 470 1,176 FIREPLACE 1 12/1/1930 1 600 1,500 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193050600001250 3/29/2017 RECORD ro "V FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Jones Residence Builder Name: Nu -Design Builders J DING Street: 117 W. 191h Street Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: 1 6 9 Owner: Randy Jones Jurisdiction: 1 SANFpRIDt. Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 2 6PAve 1. New construction or existing New (From Plans) 9. Wall Types(1237.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1237.30 ft' b. WA R= It, 3. Number of units, if multiple family 1 c. N/A R= it, 4. Number of Bedrooms 3 d. N/A R= ft, 5. Is this a worst case? No 10. Gelling Types (1268.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1268.00 ft' 6. Conditioned floor area above grade (ft') 1268 b. N/A R= fir Conditioned floor area below grade (ft') 0 c. N/A R= IN 11. Ducts R fl' T. Windows(149.8 sqft.) Description Area a. Sup: Attic, Rot: Attic, AH: Attic 6 253.5 a. U-Factor: Dbl, U=0.40 149.83 ft* SHGC: SHGC=0.35 b. U-Factor: NIA flit 12. Cooling systems k8tulhr Efficiency SHGC: a. Central Unit 30.0 SEER:14.50 c. U-Factor: NIA tt' SHGC: 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A It' a. Electric Heat Pump 30.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.643 ft. Area Weighted Average SHGC: 0.350 14. Mot water tams a. Natural Gas Tankless Cap: 1 gallons S. Floor Types (1268.0 sgfl.) Insulation Area EF: 0.9W a. Raised Floor R=19.0 1263.00 ft' b. Conservation features b. WA R= fta None c. WA R= ft' 15. Credits Pstal Glass/Floor Area: 0.118 Total Proposed Modified Loads: 47.57 PASSTotalBaselineLoads: 47.97 I hereby certify that the plans and specifications covered by Review of the plans and tHE STgr this calculation are in complia ith the Florida Energy specifications covered by this Code. calculation Indicates compliance y .,, ;:, r 0. with the Florida Energy Code. PREPARED BY: _--____ DATE: %• Before construction is completed this building will be inspected forA to a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. C O ODwiththeFloridaEnergyCode. OWNER/AGENT:___.._ _. _.... _.___.__.___ WS BUILDING OFFICIAL: DATE: - - DATE: .3,..-.'...... Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 1/30/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 rnoRe ownc In4w V,\,11, ,\"1VV-LV , PROJECT Title: Jones Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1268 Lot # Owner: Randy Jones Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Nu -Design Builders Rotate Angle: 0 Street: 117 W. 19th Street Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture RangeDesignLocationTMYSiteZone97.5 % 2.5 % FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1268 10144 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1268 10144 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space R-Value Area Tile Wood Carpet 1 Raised Floor Main 1268 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) Type Materials Area Area Color Absor. 1 Gable or shed Composition shingles 1373 ft' 264 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1268 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1268 ft' 0.11 Wood 1/30/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt T.o WaIL7ype Space R_Value-F-t-In-Et-ln Area R=Value-Erection-Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 24 0 8 0 192.0 ft' 0.23 0.75 0 2 E Exterior Frame - Wood Main 13 53 4 8 0 426.7 ft' 0.23 0.75 0 3 S Exterior Frame - Wood Main 13 20 0 8 0 160.0 ft' 0.23 0.75 0 4 W Exterior Frame - Wood Main 13 53 4 8 0 426.7 ft' 0.23 0.75 0 5 S Exterior Frame - Wood Main 13 4 0 8 0 32.0 ft' 0.23 0.75 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None 46 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low-E Double Yes 0.4 0.35 12.0 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds None 2 E 2 Vinyl Low-E Double Yes 0.4 0.35 12.5 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds None 3 S 3 Vinyl Low-E Double Yes 0.4 0.35 6.0 ft' 1 ft 0 in 6 ft 0 in Drapes/blinds None 4 S 3 Vinyl Low-E Double Yes 0.4 0.35 35.6 ft' 1 ft 0 in 4 ft 0 in Drapes/blinds None 5 S 5 Vinyl Low-E Double Yes 0.4 0.35 17.8 ft' 5 ft 0 in 0 ft 6 in Drapes/blinds None 6 W 4 Vinyl Low-E Double Yes 0.4 0.35 45.0 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds None 7 N 1 Vinyl Low-E Double Yes 0.4 0.35 6.0 ft' 1 ft 4 in 2 ft 0 in Drapes/blinds None 8 N 1 Vinyl Low-E Double Yes 0.4 0.35 15.0 ft' 1 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0005 1663 91.3 171.7 365 9.8363 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14.5 30 kBtu/hr 1000 cfm 0.7 1 sys#1 1/30/2017 8:44 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Main 0.96 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return--- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 253.6 ft Attic 63.4 ft2 Default Leakage Attic Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr may Jun Jul X Aug Se Oct Nov Dec HeatinHJan Feb Mar Apr I May Jun Jul IMarlrir AuSep Oct WNov HXDec Ventin Jan Feb X Mar A r Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/ 30/2017 8:44 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 117 W. 19th Street, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1237.30 ft7b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1268.00 ft 6. Conditioned floor area (ft') 1268 b. N/A R= ft: 7. Windows" Description Area c. N/A R= ft a. U-Factor: Dbl, U=0.40 149.83 ft' 11 .Ducts a. Sup: Attic, Rot: Attic, AH: Attic R ft 6 253.6 SHGC: SHGC=0.35 b. U-Factor: N/A ft° SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.50 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.643 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Raised Floor R=19.0 1268.00 ftJ a. Natural Gas EF: 0.96 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building I-11HE SConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) o z in this home before final inspection. Otherwise, a new EPL Display Card will be completed y c3',,,, - •? based on installed Code c la featurepr+„•••. ;:t Builder Signature: _ Dater, 0 Address of New Home: ( f I of t' S"1t'• City/FL Zip:ELV-0 l 0 a e Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/30/2017 8:45 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Jones Residence Builder Name: Nu -Design Builders Street: 117 W. 19th Street Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Randy Jones Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 1/30/2017 8:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 AR claims for errJr or defective material must be 5 days of receipt of goods and prior to said claim will be denied. Top Chord live Load 20 P.s I Top Chord Dead Load 10 0-31 BONOM Chord Uve Load 0 p.s.l. Bottom Chord head LOW top s.l Tola1 Load 40 P s 1 1 Duration Factor 1 250 IVUndStandardASCE7.10 VNnO Speed 139 m p h dr10 Eq-- C 1 Building Type Closed , Yw^.rlry Y rAYF r rww.rwrb w[Lr Y w.r awr r [.o. b ww[.wF Yr:b+l.,sr.r rt Y..w..g1 Ad a..r[rlrr..1,.[I.wr.rr r[av Nwrlq I rN 111r aiw[YyrI.YYo slYYgr,I , Nre S abF 7 wAw r [ wn,e[rw.bY I wwrrawArrer ersrw wJLvnJITCA.ts, Nrbwl. F w1 r eI Aewery Y sYir rY I.[ 4rwn11 1 ws r Mrw n+Ae Jar. I I ALL ROOF TRUSS MANGERS ARE SIMPSON , MTU2e OR EQUIVALENT AND ALL FLOOR TRUS5 MANGERS ARE MMUS.S OR EQUIVALENT UNLESS NOTEOOIMERME ' SEE MANUFAG TURERS PROOUC T MANUAI FOR INSTALLATIGN DETAIL51 ALL SEAMS av OTNEas uNLE SS NOTED OTME=sE Hatch La end v HANGER SCHEDULE fAVJRN OR EGUVY(Nr ERialinp $4Mp Eou"a- PNe vr.— J L HUS26 J L THA4nb 0 J L HUS211 7V J L THAC422 D J L HGus+e J L MIT3516 1 D J L HUS410 gv J L IUT75i6 . J L MUC412 w J L SUL410 i Warning 1 A[[', w[[r. rYr P.w Ibr.e Y r.1• wr.AAy.rY Io.Y Err wrY[Y....a 1 11i[1YOIr Abar r.t.e l ww[rbw.IbwM wrl.r w.wre Aa.q.[r.1 m R1 Ir+..Nw rFraY1 Jw 7rre ' wiYl[r,rrwN w dr MKIIA• A[rw .Ywr. YMw ri/w.[I.I[Ab.r 1[Irw N.w. YIR ew/1RN Y wArY[<N wrbal. I r.[4.r.. w wl.r.E. I rYr r/ r Aw11 r N V6 Y>• rY fw Y[e w[rM r . p 7 2,n Z Manning Building; Supplies, INC y o r r i pj F O JiEmM8S r. wn,JSInI M EIwr.OlwYµIiNE, IEW wAwwsco. wcw Nu• Oesign Jones Residence 117 W. 19th St Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeks RE: 170015 - Jones Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610A115 Customer Info: NuDesing Builders Project Name: Jones Residence Model: Lot/Block: Subdivision: Address: 117 W. 19th st. City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. So. ISeal# I Truss Name Date 1 IT10282063 IRF01 1/24/17 12 IT10282064 IRF02 1/24/17 J 13 IT10282065 I RF03 1/24117 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Manning Building Supplies. Truss Design Engineers Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. E N q<e'tiZ'O • G S •'9 '. o— 3' 0 ' cc STATE OF i 0. Thomas A. ANN PE N0.3M MITak Usk Inc. FL Cert 6634 69M Parka East Blvd. Tampa FL 33610 Dale: January 24,2017 Albani, Thomas I of I Job Truss Truss Type pry Ply Jones Residence T10282083 170015 RF01 GABLE 1 1 ob e e I Manning Building Supply, Orlando, FL 32810 8.030 s Sep 29 2016 MITek Industries, Inc. Tue Jan 24 07:03:57 2017 Page 1 ID:T2BfFxX75iXSIRTbstFWllztOyh-n3BnFxtpvSs 13XmB9wrOZltft_vcWkgVnw6rVUzsOLO I •1.4,0 I 12-" + 24-0-0 I—" 0 12.0.0 12-0-0 1.4-0 Scale = 1.42 8 4x4 = Ili 30 = 22 21 20 19 18 17 16 15 14 30 US = 24-0-0 24-D-0 Plate Offsets (X.Y1— 1800-2-8.0.3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 13 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 13 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.05 HOR(TL) 0.00 12 n/a nle BCDL 10.0 Code FBC20141TP12007 Matrix-S Weight: 118 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss ..ac(ion, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. Ib) - Max Hon: 2=116(LC 10) Max Uplift All uplift 100 lb or less at joints) 15, 16, 17, 21, 20,19 except 2=-136(LC 12), 14=-109(LC 12), 22=109(LC 12), 12=-136(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 15, 16, 17, 21. 20, 12. 19 except 14=298(LC 22), 22=298(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 6-7=93/276, 7-8=93/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vesd=108mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; 8=45ft; L=24ft; eave=2ft; Cat 11; Exp C; End., GCp1=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 12-D-0, Corner(3) 12-0.0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consuh qualified building designer as per ANSI/TPI 1 4) All plates are 1.50 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 8) ' This truss has been designed for a live load of 20 Opal on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 21, 20, 19 except (P=lb) 2=136, 14=109, 22=109, 12=136. 0 WARNING - VFrrry desleo pirrenntea end READ NOM ON THIS AND INCLUDED WMK REFERANCE PAGE A/F7473 rev. 1091J3o/i BEFORE USE Des;Vn voOd k we only vAh A1r7eW conne0cm fhb desiprn b — - , only upon ponniah n town and Is for on IrdNldual buildinipco"worent. nor o Inm syslem Before use. the building deslaner mull ve41y Itns oppOcobaly of design parometen and propedy hcapoole Inds de4tPn Flo the ovnxol buildinO deypt tFaatr n Mooted b to proven) t>t,atirp a indA4dr/d tn,ss web oil/o rhod menbes oily. Aaallod lenpaoy ad penronal borip MOW ff- tbochtbabritbrn0-oogee delivery. meectolonn and of ' and b eslaa we ANS 1 Ou Cam. DSW and K31 Bvl Co npo arl 611a Perks Earl mid SaM7lydorimill n available eon inm Pbte kaput.. 218 N. Lee Sheet. Sube 31Z Alexwddo. VA 22314, Ton", FL 33510 Job Truss Truss Type Oty Ply Jones Residence T10282084 170015 RF02 Common 10 1 b Manning Building Supply, Orlando, FL 32310 5.030 is Sep 29 2015 MITek Industries, Inc. TUe Jan Z4 07:03:58 ZU17 Flags 1 ID:T2B1FxX75iXS1RTbstFWlrztOyh-FGk9SHuRgS_rJD6yktS4znH 004SF6Ke0asOlwzsDL7 I •1.0 6.3.14 f 12 0-0 17.8.2 + 24-" { 25-4-00 I l0 6-3-14 5-8.2 5-0-2 6-3-14 1.4.0 Scale - 1.42.8 40 = 1$ US = - axe = 3x6 = 12-0-0 i 24-0-0 12-0-0 12-" Plate Offsets fX.YI— 12:0-3-O.Edgej. I6:0-3-O.Edgeel IB:D-4-O.Edgell LOADING (psf) SPACING- 2-0-0 C51. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.20 8.11 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.55 8-11 >525 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 HOrz(TL) 0.05 6 We n/a BCDL 10.0 Code FBC2014ITPI2007 Matnx-MS Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puffins. BOT CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS 20 SP No 2 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib size) 2=1040/0-3-8, 6=10401D-3-8 Max Horz 2=116(LC 11) Max Uplift 2=-403(LC 12), 6=-403(LC 12) FORCES. (lb) - Max. Comp.IMax. Ten -All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-17431763, 3.4=12931551, 4-5=1293/551, 5-0=-1743l763 BOT CHORD 2-8=-5B3/1556, 6-8=-60911556 WEBS 4-8=-1631618, 5-8=4871766, 3-8=-4871366 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=139mph (3-second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-0.0, Exlerior(2) 12-0-0 to 15-D-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except (jt=lb) 2=403, 6=403. 0 WARNING. V«Iry destgn pem n tstm end READ NOTES ON THIS AND INCLUDED WIVK REFERANCE PAGE 4m•y473 rev. iGV3Re16 BEFORE USE Design vand for use onir weh AtTeW connectors. This dedpt b bored only Won poromehn Owwr and b for an etdMdual WASng component. not o truss system. eelore use. Ors bubding dedpw must vet0y the oppacabBly of deitpt parameters and properly Incaporoto tttb design into Ore overdl building tie>tpbrocing Irdkaled Is to prwant btrd4np of IndiNduol bum web and/or chord memn f trnitr. Addraand fentporory and parnoneM brocbt9 M Tek' paand rbraeing6a0e Penke Fast Blvd. fabrication. storage. delivery, erections and al l bva s ems see AMS M11 Qetey OiaeAo. 06ia-Bt maid K31 auad6tg Compared Tan* ik FL 33010 SaMirbdurmrmOnavailabletornTimPlotskoWte. 210 H. lee Street. Rise 312. Atexmndlo. VA 22314, Job Truss Truss Type Oy Jones ResidencePly T70282085 170015 RF03 ATTIC 5 1 Jot) Reference o tlonal Manning Building Supply, Orlando, FL 32810 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Mar 22 09:23:51 2017 Page 1 I D-T2Bf F xX?51XStRTbstF W t rztOyh-hgL_Le)BcHDZVt1RT t cKFpKuhCNeXijYa7t t OT6zYOY6 2-0-0 439 7.1 1 4 Ot 48 12b8 3..0 4.2- 19.2.4 19.9• 24 •0 t 0 2 00 439 37.3 1.11.,5 9 11 1.42 1.4.2 9.11 1.11.15 37.3 439 2 0-0 Scale - 1.47.3 40 = 3x5 = 5x8 = 5x8 = 3x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Incr YES Code FBC2014fTP12007 CS1. TC 0.88 BC 0.95 WB 0.56 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Vdefl Ud 0.27 14-17 >999 360 0.60 12-14 >479 240 0.09 10 n/a n/a 0.19 12-14 492 360 PLATES GRIP MT20 2441190 Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No 2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14: 2x6 SP No. 1D JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1231/0.3.8, 10=1221/0-3-8 Max Horz 2=-102(LC 10) Max Uplift 2=330(LC 12). 10=-339(LC 12) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2645/466, 3-4=-2294/341, 4-5=2037/398, 5-6=0/774, 6-7=0/772, 7-8=-20411394, 8-9=-22891346, 9- 1 0=-2616/496 BOT CHORD 2-14=-31812447, 12-14=15612106, 10-12=-385/2416 WEBS 8-12=0/566, 9-12=-522/242, 4-14=0/594, 3-14=-5551210, 6-13=-422/0, 5-13=21801108, 7-13=-2160/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=5.Opsf: BCDL=5.0ps1; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Enct , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-D-8, Exterior(2) 12-0-8 to 14-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) 125.01b AC unit load placed on the bottom chord, 11-1-8 from left end, supported at two points, 2-2-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 36-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 7) Provide mechanical connection (by others) of truss to beefing plate capable of wrthstanding 100 lb uplift at joints) except (jt=lb) 2=330, 10=339. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0 WARNING • Verify doslpn parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE I14I.7477 ref. 100MIS BEFORE USE Dedgn void for use ar* with NOTek* corerectos. This 1, in Is based oer upon poareters shown and b fo an tr9viduot bu04bp component. not o boas system Before use. the bukOV Alper mat verity the appkalbW of ddgn pw~es and property' r r g , n to eis dtg Into Gm overotl bulldbp design. Brock Indkoted b to prevent bucNbV of brdMdual bm web and/or chord ,, wi, d rs or*. Addtiorol terrporay oral penrronent 17rocbp MiTek' b atwop mqukod for st Wly wW to prevent colopae with po=Ue l: m m al Iniury and properly dortnge. For generol guldonce regadbsg the 6904 Paft FW SM. fobricatbrL stmoge. delivery. emilon and brocl of bvon and buss systems see ANSM) puomy CrBwb. DS"t and KU BuBOV Canparerd Terms, Fl. 33610SolstyhdormolloeovolloblsbanTessPbleWhile. 218 tL Lee Street. Sidle 312, AlexorKb VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 9/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates D•'he, from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min sae shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 0 oc O U a 0 R BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 2012 MTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/201 S Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer. erection supervisor. property owner and all other Interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each olnt and embed fully. Knots and wane at joint ocotlons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI I. B. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purilns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. May 24, 2012 1 Standard Gable End Detail I ST-GE140-SP 0 00 0 00 LU-U- a MiTek USA, Inc. BRACE Typical x4 L-Brace Nailed To 2x Verticals W/1 Od Nails, 6' o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss MiTek USA, Inc. Page 1 of 2 Vertical Stud Common Wire Nails DIAGONALWireNails 16d Common Wire Nails Spaced 6' o.c. 2) - lOd Common \2a6 Stud or Wire Nails into 24 20 No.2 of better Typical Horizontal Brace Nailed To 2x_ Verticals SECTION A•A w/(4)•lOd Common Nails 2.4smd SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH B B 30 - ( 5) - 10d COMMON WIRE NAILS. 4) - Oct NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** • L-Bracing Refer Refer to Section A -A to Section B-B 24- Max Roof Sheaf NOTE: 1. MINIMUM GRADE OF B2 MATERIAL IN THE TOP AND BOTTOM CHORDS, 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. MBX. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:10 SRO OR 20 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT C-0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 20 STUD AND A 20 STUD AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 20. REFER TO SECTION A -A) Diag. Brace 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 pointS. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR needed TYPE TRUSSES. 10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06.011•12BYSPIWALSC. End Wail Minimum Stud Size Species and Grade Stud Spacing Without Brace 1x4 L-Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACESAT 1/3 POINTS Maximum Stud Length 20 SP No. 3 / Stu 12" O.C. 3.10-2 4-1-9 5.10.2 7-2.15 11-6-6 2.4 SP No. 3 / SI 16- O.C. 3-5-11 3-6-15 1 5-0-11 6-11-6 10-5.1 2x4 SP No. 3 / Stu 24- O.C. 2.10-1 2-11-1 4-1-9 5-8-1 8-6.2 Diagonal braces over 6'-3' require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d common wire nails Sin o.c., with 3in minimum end distance. Brace must cover 909/0 of diagonal length. MAX MEAN ROOF HEIGHT - 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7.98, ASCE 7-02, ASCE 7-05 140 MPH DURATION OF LOAD INCREASE; 1.60 STUD DESIGN IS BASED ON COMPONENTS AND C CONNECTION OF BRACING IS BASED ON MW FRS. Truss @ 24" o.c f x6 DIAGONAL BRACE SPACED 4W O.C. ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. HORIZONTAL BRACE SEE SECTION A -A) FEBRUARY 14, 2012 0 00 0 00 a MiTek USA, Inc. Standard Gable End Detail SHEET 2 MiTek USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" ox. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C. SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) •16d Roof Sheathing \ COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - tod COMMONS. 1'-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TOTHEPROJECTENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO t6d NAILSCEILINGDIAPHRAGMANDITSATTACHMENTTOTHE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ TWO 16d NAILS (MIN) Diag. Brace at 1 /3 points PROVIDE 20 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) • 1 Od NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 51.10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD I: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCABMEMBERONTHESTRUCTURALGABLEPERTHEFOLLOWINGVERTINAILINGSCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7.98, 02, 05).150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131- X 31 NAILS SPACED 6- O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7.98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131" X 3-) NAILS SPACED 6- O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAC ALL BRACING METHODS SHOWN ON PAGE 1 Al ., VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYED STUD I / STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I STANDARD PIGGYBACK FEBRUARY 14, 2012 I TRUSS CONNECTION DETAIL I ST-P7 G0Y-ALT OO 000 0 00 a MiTek USA, Inc. A - PIGGSACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN W ITH (2) 0131' X 3.5' TOE NAILED. e - BASE TRUSS. REFER TO MITEK TRUSS DESIGN DRAWING. C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24' O C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH (2) 0.131' X 3.5' NAILS EACH. D . 2 X _ X 4'-0' SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, ATTACHED TO ONE FACE, CENTERED ON INTERSECTION, WITH (2) ROWS OF 0.131- X 3- NAILS @ 4- O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. W BOTH DIRECTIONS AND: 1. WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR 2. WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 121t. E - FOR WIND SPEED IN THE RANGE 126 MPH - 160 MPH ADD 9' x 9' x 1R- PLYWOOD (or 7/16' 058) GUSSET EACH SIDE AT 49' O.C. OR LESS. ATTACH WITH 3.6d (0.113- X 2-) NAILS INTO EACH CHORD FROM EACH SIDE (TOTAL -12 NAILS) WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB C( NOTE 0 7' x T x 1/2' PLYWOOD (or 7/16' OSB) GUSSET EACH SIDE AT 24' O.C. AT EACH BASE TRUSS JOINT. ATTACH W ITH 3 - 6d (0.113- X 2-) NAILS INTO EACH CHORD FROM EACH SIDE (TOTAL - 12 NAILS) VERTICAL WEB TO EXTEND THROUGH BOTTOM CHORD OF PIGGYBACK MiTek USA. Inc. MAXIMUM WIND SPEED . REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT . 30 FEET MAX TRUSS SPACING = 24 ' O.C. CATEGORY II BUILDING EXPOSURE B or C ASCE 7.10 DURATION OF LOAD INCREASE, 1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. This sheet is provided as a Piggyback connection detail only. Building Designer is responsible for all permanent bracing per standard engineering practices or refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x _ x r-W SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131- X 3-) NAILS SPACED 4' O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS (@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REPOW AND DAMAGED OR MISSING CHORD SPLICE PLATES aa 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER O NAILS EACH SIDE OF BREAK " X INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP OF SPF HF 2x4 2x6 2x4 2x6 20 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 1 4022 1 2454 1 3681 1 2074 1 3111 1 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS TWO ROWS FOR 20, THREE ROWS FOR 2x6) SPACED 4' O.C. AS SHOWN.(.131 "dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN, 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12% (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: k Le(2)X+C BREAK 10d NAILS NEAR SIDE 10d NAILS FAR SIDE 6" MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REOUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSEN!NG OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x_ ORIENTATION ONLY. S. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. March 4, 2013 I LATERAL TOE -NAIL DETAIL I ST-TOENAIL_SP 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF•S 0 131 88.0 80.6 69.9 68.4 59.7 O 135 93.5 85.6 74.2 72.6 63.4 tn 162 108.8 99.6 86.4 84.5 73.8 rS 128 74.2 67.9 58.9 57.6 50.3 Z0 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 1 64.6 63•2 52.5 v3 VALUES SHOWN ARE CAPACITY PER TOENAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (.162" diem. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib/nail) X 1.15 (DOL) - 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30°TO 60• 45.00• ANGLE MAY VARY FROM 300 TO 60° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x3, 2x4) 2 NAILS NEAR SIDE NEAR SIDE 45.000 SIDE VIEW 3NAILS NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY.FROM 30 ° TO 60° 45.00 IFE'BRUARY 14, 2012 00 aa 0 00 0 00 a MiTek USA, Inc. CONVENTIONAL VALLEY FRAMING DETAIL ST-VALLEYI MiTek USA, Inc. RIDGE BOARD GABLE END, COMMON TRUSS SEE NOTE #6) OR GIRDER TRUSS h VALLEY PLATE SEEN E84 ) POST VALLEY RAFTERS (SEE NOTE 08 ) SEE NOTE 02) UL PLAN DRAWING I- LHIV I IVIV nv Q ,rw L POST ( 24- O.C. ) GABLE END. COMMON TRUSS TRUSS MUST GENERAL SPECIFICATIONS BE SHEATHED 1. WITH BASE TRUSSES ERECTED (INSTALLED). APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE) TRUSSES. 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE ( a.) GABLE END. (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING. NOTE: 48" O.C. MAXIMUM POST SPACING LIVE LOAD = 30 PSF (MAX) DEAD LOAD = 15 PSF (MAX) D. O.L. INC = 1.15 ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) ASCE7- 10 115 MPH (MWFRS) 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACI: SUPPORTING TRUSS WITH (2) 16d (3.5- X .131-) NAILS. 5. SET 2 x 6 #2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48' O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH (4) 10d (7 X .131-)NAILS. FASTEN POST TO ROOF SHEATHING WITH (3) 10d (3- X .131-)TOE-NAILS. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24. O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) l6d (3.5- X .131-) TOE -NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d (3.5- X .131-) TOE -NAILS. 7. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48.O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d (3- X .131-) NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH (2) 16d (3.5- X .1317 NAILS. 8. POSTS SHALL BE 2 x 4 02 OR BETTER SPRUCE PINE FIR, DOUG FIR LARCH OR SOUTHERN YELLOW PINE. POSTS EXCEEDING 75' SHALL BE INCREASED TO 4 x 4 OR BE PRE -ASSEMBLED 2 ) PLY 2 x 43 FASTENED TOGETHER WITH 2 ROWS OF 10d NAILS 6' O.C.. March 4, 2013 I TRUSSED VALLEY SET DETAIL I ST-VALLEY SP OO oSr 0 0C=Z=r=0a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 16d NAILS 6" O.C. i GABLE END, COMMON TRUSS OR GIRDER TRUSS n n MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3.5" X 0.131" = 16d 2. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 3. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 4. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EOUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 5. NAILING DONE PER NDS - 01 6. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 7. ALL LUMBER SPECIES TO BE SP. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS r% m 1110r%C0 TOI 1S`S` WIND DESIGN PER ASCE 7.98, ASCE 7-02, ASCE 7.05 120 MPH WIND DESIGN PER ASCE 7.10 i50 MPH MAX MEAN ROOF HEIGHT a 30 FEET ATTACH 2x4 CONTINUOUS NO.2 SP ROOF PITCH a MINIMUM 3112 MAXIMUM 10/12 TO THE ROOF W/ TWO 16d (0.131" X 3.5") NAILS CATEGORY II BUILDING INTO EACH BASE TRUSS. EXPOSURE C OR B WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD a 60 PSF MAX SPACING a 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 4.2 PSF ON THE TRUSSES DETAIL A MAXIMUM 1" SHEATHING) N. T.S. MARCH 12, 2009 1 WEB BRACING RECOMMENDATIONS I ST-WEBBRACE aa 0 00 0 00 a MiTek USA, Inc. M1Tek USA, Inc. Page 1 of 1 MAXIMUM TRUSS WEB FORCE (lbs.)(See note 7) BRACE BAY SIZE 24"O,C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D A B C D C D 10'-01 1610 1886 1886 2829 Ii ti`_•. yr t, 3143 3143 47151r-0• 1342 1572 1572 2358 4715 7074 714'-0' 1150 1347 1347 2021 w•- :.::' '.yr . •` ;,: ';_ ? 16'-0' 1006 1179 1179 1768 235B 2358 3536 471518'•0• 894 1048 1048 15723143 T ;; <i 1886 { 1886 282920'-0• 805 943 943 1414 s'• :;:..: ;: Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1, DIAGONAL BRAC 406 REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANDIOR CELNO DIAPHRAGM THE DIAPHRAGM 6 TO BE DESIGNED BY A OUAUFMD PROFESSIONAL 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING M OF THE WEB FORCE A OR. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER AS THE LATERAL BRACE MATERIAL AND SHALL BE INSTALLED N SUCH A WINNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 02 SRS (OF, HF, SPF) AT APPROL 4S DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.00 0.131•0.51 FOR 1.4 BRACES. 2.10010131.4 7) FOR 24 41d 2-4 BRACES. AND 3.10d 10.131.41 FOR Za0 BRACES 4, CONNECT LATERAL BRACE TO EACH TRUSS WITH 2.00(0.131.ALS) NAILS FOR 1.4 LATERAL BRACES, 2.10d 10.131.41 NAILS FOR 24 9M 9-4 LATERAL BRACES. AND 3.10d (0131'.71 FOR 24 LATERAL BRACES B 2 X 3 83, STD, CONST (SPF, OF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. B. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING. CONSULT C 2 X 4 03, STD, CONST (SPF, OF, HF, OR SP) DS049 TEMPORARY BRACING OF METAL RATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR WNDLNG, INSTALLING A BRACING OF METAL PLATS CONNECTED WOOD TRUSSES JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA Oro TRUSS PLATE INSTITUTE mdIWSbT mn ud—.1praorg D 2 X a 03 OR BETTER (SPF, DF, HF, OR SP) 7 REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE 0. TABULATED VALUES ME BASED ON A DOL . 1 13 FOR STABILIZERS: FOR A SPACING OF 24.O.C. ONLY, MUTEK STABILIZER• TRUSS SIMNO SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B. C AND 0 BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING 6 REQUIRED AT RTp1 BREAKS, STABILIZERS MAY BE REPLACED WITH WOOO BLI 1011G. SEE STABILIZER• TRUSS WEB MEMBERS' This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall rool system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2•IOd NAILS SEE NOTE 4) March 4, 2013 T-BRACE / I -BRACE DETAIL ST - T-BRACE UJ Q O 0 00 0 00 a MiTek USA, Inc. Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T-Brace / I -Brace On Two-Ply's Nail to Both Plies) Nails Nails Web Nails I -Brace Nails MiTek USA, Inc. Page 1 of 1 Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (') T-Brace 1 x4 (') I -Brace 2x6 1 x6 (') T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8I-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6I-Brace 2x8 2x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Bracc RECORD COPY NOTES - 1. RELOCATE CONDENSER TO SIDE OF HOME 2. RUN NEW REFRIGERANT PIPING AND CONDENSATE DRAIN. 3. PROVIDE ALL NEW EXHAUST FAN AND DUCT THROUGH ROOF TO NEW ROOF CAP. 4. PROVIDE THROUGH ROOF DRYER VENT AT CUSTOMER PROVIDED LOCATION. J,\\VNG 0 SPNFO tO GFPAR'( 6L9 1 Trane XR14 Heat Pump Cond = 4TVVR4030 2.5 ton Condenser AHU = GAM5BoB30 Aux Heat = 5kw 30 amps EF-1 90 CFM Exhaust Fan 4' DRYER VENT THROUGH ROOF Sgg` J M-1 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 17-649 # 6 . 9 DO"PAProjectLocationAddress117W19thStreet As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.om. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Plastpro Inc. 6'8 impact Single fiberglass outswing 6'8 impact Double Fiberglass outswin 15180.1 15180.4 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung PG Industries Aluminum Single Hung INdw 239.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions June 2014 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardi 5/8" thick fiber -cement hor. Lap siding w/ T&G end joints 10477.1 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed 3tab, 4tab arch asphalt shingles 5444.1 Underla ments CertainTeed Roof underla ments 11288.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing June 2014 E.P.S. Roof Panels Roof Vents Thompson Architectural Metals Min. 26 G steel off ridge vent 5219.3 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other S. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature June 2014 3115/2017, Florida Building Code Online Business •Professional ram..., FIDrkb pep,ajMtd SCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Links I search I Busines Professi 0 I&SER: PublicsApproval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15180-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp: Address/Phone/Email 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Itf, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity. National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence R t 5180 Ri COI CERTIFICATE of INDEPENDENCE Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D1929 2006 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 file://2:M uDesigri/Cl ient%20Foldens/Currentp/o20Cl ients/16028%2Wones,%20Randy%2D.%20Sanford%20ResidencPJBuil d/Product%20Approval s/French%2... 1/5 31152017, Florida Building Code Online ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15180 RI Eauiv Equivalency Of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 Summary of Products Go to Page a 0 O Pagel/ 20 0 FL # Model, Number or Name Description 15180.1 a. Smooth/Wood 6'B "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RI II Inst 15180.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.1-odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.2 b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RI I1 Inst 15180.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.2 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.3 c. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RI II Inst 15180.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.3 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.3.gdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX - IGrain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 11 Inst 15180.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any FL15180 R1 AE Eva[ 15180.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.5 I e. Smooth/Wood 16'8 "Impact" Glazed Fiberglass Double Door with "Impact" file)/IZ:/NuDesigrVC lient%20Folders/Currerd%20C lients/16-028%2Wones,%20Randy%20-%20Sanford%20ResidenceBuildlProduct%2DApprovals/French%2... 2/5 3/15/2017, Florida Building Code Online Grain/Rustic/Mahogany Series I Sidelites - Outswing (OXXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS180 RI 11 Inst 15180.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.5 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.5.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15180.6 f. Smooth/Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 11 Inst 15180.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.6 for Design Pressure Ratings, any FL15180 R1 AE Eva( 15180.6.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15180.7 g. Smooth/Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelite - Outswing (OX or XO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS180 RI II Inst 15180.7.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.7 for Design Pressure Ratings, any FL15180 Rl AE Eval 15180.7.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.8 h. Smooth/Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 II Inst 15180.8.odf Approved for use outside MVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 25180.8 for Design Pressure Ratings, any FL15180 Rl AE Eval 15180.8.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.9 1. Smooth/Wood Grain Series N Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door - Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 Rl 11 Inst 15180.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.9 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.9.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.10 j. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door with "Impact" Fiberglass Door Sidelites - Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RI II Inst 15180.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.10 for Design Pressure Ratings, any F1.15180 RI AE Eval 15180.10.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.12 k. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RI I1 Inst 15180.1l.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.11 for Design Pressure Ratings, any FU5180 RI AE Eval 15180.11.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. file://2:lNuDesign/Client%20Folders/Current%20C I i ents/16-028%20Jones,%20Randy%20-%20Sanford%20ResidenceJBui IdlProduct%20Approvals/French%2... 3l5 3/15/2D17 Florida Building Code Online 15180.12 I. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door with "Impact" Graln/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS180 RI 11 Inst 15180.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.12 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.12.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.13 m. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS180 RI II Inst 15180.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.13 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.13.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.14 n. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 RI II Inst 15180.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.14 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.14.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.15 o. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Double Door with "Impact" Graln/Rustic/Mahogany Series N Sidelites - Outswing (OXXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RI Il Inst 15180.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15180.15 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.15.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.16 p. Smooth/Wood Grain Series N Flberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15180 R1 II Inst 15180.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.16 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.16.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.17 q. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with "Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS180 RI 11 Inst 15180.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.17 for Design Pressure Ratings, any FL15180 Rl AE Eval 15180.17.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.18 r. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites - Flberglass Door I Outswing (OXO - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15180 RI 11 Inst 15180.18.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes filellIZ:M uDesigrJC lient%20Folders/C urrerd°lo20C lierns/16-028%20Jones,%20Randy%20-%2DSanford%20ResidenceBui ld/Product°lo20Approvals/French°l62... 415 3/15r2017, Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: See INST 15180.18 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.18.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180.19 s. Smooth/Wood Grain Series N 80 "Impact" Opaque Fiberglass Double Door - Fiberglass Door Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS180 RI II Inst 15180.19.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 25180.19 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.19.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15180.20 t. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Double Door with "Impact" Fiberglass Door Sidelites - Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.20 for Design Pressure Ratings, any FLIS180 R1 AE Eval 15180.20.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page Back Nert 0 O Page 1/ 2 0 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: t Cre i Cam19AFE file://2:MuDesigrdClient%20Folders/Currenta/o20Clients/16028a/o20Jones%20Randy%20-%20Sardord%20Residence/BuildlProduct%20AWovals/French%2... 515 R R W Building Consultants, Inc. W D Consulling and Enginccring Scn•iccs for Ibc Building Industry i7 C P.O. Box 230 Vairim, FL 33595 Phone 813.659.9197 Florida Board of Profesional Enjorrcers Cenificate of Aurhoriznion No. 9313 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA Series N Fiberglass Door Phone 440.969.9773 Outswing - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID fl' 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named Lfmltatlons: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for'HVHZ'. 8. See drawing FL-15180.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 07-0223-1 TEL 01390365 ETC 07-209-19303.0 ETC 08-209-20609.0 ETC 06-255-17412.0 ETC 05-255-16776.0 2. Miami -Dade NOA 1a1209.01 14-0423.16 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 ASTM D2843-99, ASTM D635-98 ASTM D1929-96, ASTM D638-03 ASTM D2843-99, ASTM D635-98 ASTM D1929-96, ASTM D638-03 Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. ETC Laboratories ETC Laboratories ASTM E84-05 ETC Laboratories ASTM G26-95, D2843-99, D635-98, ETC Laboratories D 1929-06, D638-03 Materials Testing HP Polypropylene Saflex PVB Interlayer (Eastman Chemical Co.) Signed by Wendell Haney, P.E. Lyndon F. Schmidt, P.E Ben Meunier Gulinder Dhami Joe Doldan, P.E. Joe Doldan, P.E. 3. Drawing No. Prepared by Signed & Sealed by No. FL-15180.1 RW Building Consultants, Inc. (CA#9813) ^ Lyndon F. Schmidt, P.E. 4. Calculations Prepared by w : C' ;-0 •Signed & Sealed by Anchoring RW Building Consultants, Inc (CA fI9813) ; c . o''•; :;`,rsp* Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. „*; `r•p°' =_,; :J' i 5. Quality Assurance << r` ' •; s Certificate of Participation issued by National Accreditation and e i ;: .? ^_ cJ -.• Management Institute, certifying that Plastpro Inc. is manufacturing products-, within a quality assurance program that complies with ISOHEC 17020 and;; Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 Sheet 1 of 1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Groin Rustic / Mahogany Series N Fiberglass Door OUTSWING r9MPAcr GENERAL NOTES 1. This product has been evaluated and Is In compeance with the Sth Edition (2014) Rondo Building Code FBC) structural requirements Including the'High Velocity Hurricane Zone" (HVHI). 2. Product anchors stall be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wan dressing or stucco. 3. When used in the'HVHr this product compiles with Section 1626 of the Rondo Building Code and does not require on Impact resistant covering. 4. When used in areas outside of the'HVHr (equking wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require on Impact resistant coveting. This product meets missile level'V and Includes Wind Ione 4 as defined In ASTM E1996 and Section 1609.122 of the FBC. 5. For 2 t stud framing construction, anchoring of these units shoo be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oufswing configurations most water infdtrotion requirements for "HVHr. TABLE OF CONTENIS SHEET# DESCRDOON I Typical elevation n Mom, a generd notes 2 Door panel defok and gladreg detoll 3 Horizontal close sections 4 Veffiml class sections S Buck and home onehoA 2X buck masonry conshc on 6 Fame anchoring .1 X buck masonry construction T 1 BA of matedoh a components 37.SP MAX. OVERALL FRAME wID1H CVERALI FRAME''. DIMENSfON^•. CVERAII_ is t '.D.L"O:e•%GLASS' TYPE •' I : DES6N FItESSURE (PSF)- PCISIr1VE':' WEGAiNE' 37.SV X 80.50' 20.S0" X 62.63- G1 SQ,Q SO.0 T y i - p s rnrrn It%s law, h s 51 1 1= 4n e W i N Q h 6 7 L• 02 21 12 i N.T.S. 3 I of, JK n r. n LFS 3 MAD NO... It FL-15180.1 " 0 a_I or 7 STILE COMP) STILE REINFORCEMENT WOOD) a 081' R.2r IL STILE COMP.) STILE REINFORCEMENT WOOD) STRUCTURAL SWNE (DOW 995) NON STRUCTURAL SEALANT — 242? MAX. FRAME W IH 2D-V MAX. D.L.O. WIDTH INTERIOR LOCK BLOCK 4Q LONG WOOD) 1 NORRONTAL CROSS SECRON 2 AR 100DHG:R.M. ROC YAtulfImB KwowDFAOEOrYGNA. 1n TiVALE ROcC VM CORRECOM DE408M.. YN cOIREC110N pfl um) TOPRNL COMP.) FOAM CORE POLYURETHANE . 1. 9 PCF MN.) Sir GLASS BITE on. 1. OVERALL GLASS THK. I ff ANNEALED GLASS 0. WSARBCDPVB INIEtLAYER 1/ Ir ANNEALED GLASS VIER OR 1 AIR SPACE 1 /r TEMPERED GLASS 17-19 X I lv r PPFI J ALUMINUM SPACER SELF DRILLING SM5 3A INV. e NON STRUCTURAL SEALANT r SEE HARDWARE rt G GIAl1NG DETAL CHART t3 FIBERGLASS SKIN SEE DETAIL) o I w INIEGOR S Li O $ O WOVEN RBMLASS d Lam. 4 0 62r FIBERGLASS SIGN EXTERIOR BOTTOM RNL TYP-I 3A ODL 111E FLAME OD69• THK. (COM I ODL LIM FRAME DOOR SKIN DETAIL 2 VERDCAL CROSS SECTION 2 EMS. flyp•1 4 4 y i_ Z n o § mon Qk 1 ® X INTERIOR B 7 40 Dom, 9i 3 s gg p B 3a b7 Vf 3 ° , 6 at ci Vf 10 EXTERIOR H Q d 11 e N GI o 1W43eNOWONTALCROSSSECTION 2EMILst35lwwnw/Ixwb-buck EMB.PP.) nr- E a B C L C I B L b ° 3 C-SINK C-SINK 20 21 20 21 aW z V N 7 g 40 B 7 INTERIOR INTERIOR 40 3 N Q S s Oz o° i 10 mm- 02121112 1i N.T.S. ° D EXTERIOR EXTERIOR K D via W. JK m' 1: NI 27 11 aec rr: LFS 39 E ° mane ke.: E 1 NORROMAL CROSS SECTION 2 NORIIOMAL CROSS SECTION 3 3 1 s 1 ao.1 MM _L0° 0 ap p • i L q Doww oti.. 4 E e o o z{ p e A C VVV ' t'S'j mda 0_ m o gW C L 20 8 21 z 40 20 z u vi 21 g EXTERIOR INTERIOR 7 u fl a u± EXTERIOR INTERIOR ff CROSS SECTION I o 1 VERDCAL CROSS SECTION 4 VERTICAL Shawn w/lx sub aCk 4 m EXTERIOR INTERIOR 0 h LnZ 4 W O 29 a W E e 4 0 j ah 02121112 i WALL N.T.S. ° WYc. IN. JK m' LFS a4r3"N m VERTICAL CROSS SECTION o e.wc MD: 4 ow..g-o--M- M FL-15180.1 0 sMm 4 OF 7 0 D TYP. HEAD JAMBS 7MASONRY OPENING 2X BUCK T n Li O S MCR ANCHORING CONCRETE ANCHOR NOTES: I. Concrete onchor locations of the comers may be acrA&ed to maintain the min. edge dstance to mortar joints. 2. Concrete anchor locations noted as MAX. ON C04W must be adjusted to maintain the min. edge distonce to mortar joints, additional concrete anchors may be required to enswe the MAX. ON CENTER* dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN:'. ' : MIN:'CLEARANCE MIN. CLEARANCE EMBEDMENT f0 MASONRY i0 ADJACENT ANCHOR... SRE EDGE'`'`:.".. TAPCON ELCO ULTRACON WOOD SCREW INSTALLATION NOTES: r 1. Maintain o mWmum 5/r r- edge d[stance, r end distance. a r o.c. spocvng or c wood screws to prevent the spGfling of wood. ST KE JAMB I — TYP. HEAD a JAMBS MASONRY 71 OPENING FRAME 2X BUCK-) O FRAME ANCHORING Masonry 2X buck cmft cBon LAXN A DEADMT DETAIL HINGE !Alms mum DEUR t 02121112 i u N.T.S. ° er JK m L n: LFS 3 moo No: rt FL-15T80.1 " 0 n _• or 7 " 0 CbT-1 R. J TYP. HEAD 1, 1AM11 z j d OILMMONRY71 a' EOPENING FRAME NINGE WAIL T- P I X BUCK .5 4 Q L EU 6 H TyP. 0 SILL 0G & 28 ILI T SMAAM FJIAW ANCNORING HINGE JMA a MMonry IX hock CwdftWfl0n Ln CONCREFE ANCHOR NOTES: LATCH A DEADSW DkTAIL z 1. Concrete anchor locations of the comers may be odAnted to mobitain the n*) edge dslonce to rnortorjoints. 2. Concrete anchor locations noted as 'MAk ON CDM]r must be adjusted to maintain the rnin. edge distance to mortarjants, additional concrete rnay be reqLawd to ensure the, "MAX ON CENITRcrunenslon cue not exceeded 3. Concrete anchor table. MIN. CLEARANCE, MIN..;LFARANCEANC140R. ANCHOR TO MASONRY-:...- "TOADJAiCE114V TYPE SiZE EW. LtWj. ::..: . .. " . _. ANCHOR-* rlw 2* TAPCON z u* z ELCO Ir DAIL 02121112 ULTRACON MUL N.T.S. ITW 3/16* 1-1/'r ma or TAPCON CHL IT LFS - WOOD SCREW INSTALLATION NOTM DR4XM ND 1. Maintain a ffdr*num 51r edge distance, I end distance. & I'o.c. spacing of FL-15180.1 2 wood screws to prevent the spitting of wood. 9W _L OF OF MATERIALS 11EM. osceneDN 1E A1 A 1 X BUCK SG >= OM WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4"MAX. SHIM SPACE D 1 /4' X 2/' PFH ELCO OR I1Wf CONCRETE SCREW Silk E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 If PFH IIWI CONCRETE SCREW S1EEL N.T.S. NFj pa n 82-: 1 E h C 9 C WJ 1 it 2.36' J• ° mp ° n n Ice NERD vg $ Lb Bd 0 i pc i L ss N u 6o m s 7 I I o 0 1 h^2Ar 113,A a 21 EAD SIDE V C N p ZWLnVN 2A(f 02121112 3 u n e e iasi scue ° x: JK m' aa. or.: LFS FL-15180.1 PM 7 or i e 0 7 p" Ga B1LL zgfu H 1 /4" x 3-1 /P PFH ELCO a R R W Building Consultants, Inc. W B Consulting and Engineering Scr ices for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida board orProfesrimcd Enoneers Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic 1 Mahogany Doors Assemblies Los Angeles, CA Series N Fiberglass Door Phone 440.969.9773 1 Outswin - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named Limitations: I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.4 require further engineering analysis by a licensed engineer or registered architect 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-15180.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 07-0223-1 TEL 01390365 ETC 07-209-19303.0 ETC 08-209-20609.0 ETC 06-255-17412.0 ETC 05-255-16776.0 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 ASTM D2843-99, ASTM D635-98 ASTM D1929-96, ASTM D638-03 ASTM D2843-99, ASTM D635-98 ASTM D1929-96, ASTM D638-03 ASTM E84-05 ASTM G26-95, D2843-99, D635-98, D 1929-06, D638-03 2. Miami -Dade NOA Materials Testing 10-1209.01 HP Polypropylene 14-0423.16 Saflex PVB Interlayer (Eastman Chemical Co.) 3. Drawing No. Prepared by No. FL-15180.4 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. ETC Laboratories ETC Laboratories ETC Laboratories ETC Laboratories Signed by Wendell Haney, P.E. Lyndon F. Schmidt, P.E Ben Meunier Guryinder Dhami Joe Doldan, P.E. Joe Doldan, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. a Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 rl rJLb:Y+• plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door OUTSWING rriMPAc r GENERAL NOTES I. This product has been evaluated and Is In compflance with the 5th Edition (20)4) Florida Building Code FBC) structural requirements Including the'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shop be as listed and spaced as shown on detals. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'HVHZ" this product compiles with Section 1626 of the Florldo Building Code and does not require on Impact resistant covering. 4. When used in areas outside of the'HVHT'requ4ing wind borne debts protection this product complies with Section 1609.1.2 of the FBC and does not require on Impact resistant covering. This product meets missile level "V and Includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further englneedng analysis by a licensed engineer or registered architect. 7. This product meets water Infiltration requirements for'HVHi. TABLE OF CONIENIS SNEET• DESCRIPTION 1 Typical elevation design presaxes. d general notes 2 Door panel details and glaft detail 3 Horia>ntoI crass sections 4 Vertical cross sections 5 Buck and home oncho ft - 2X buck masonry construction 6 1 From$ o . 1X buck masonry construction 7 1 Asfiogal details B 1 BM of materials It components 74A0'' MAX. OVERALL FRAME WIDTH ---{ Ixla xM I OVERALL :. OVERi II : , t G _,; PRESSURE_(PS', FRAME -:. OIMfNS10N, r. ytD.L•-0.: ::, DfMENS10N;..r 4 TYPE' DESIGN PO_SIi1VE,-'N`EGATNE}' 74.0" X WSW 20.S0' X 62.63' G1 0,0 S0,0 s, U.. N.T.S. M Br JK not or. LFS FL-15180.4 MY 1 or _8- F STILE COMP.) — STILE REINFORCEMENT MOOD) INTERIOR LOCK BLOCK 2a' LONG WOOD) 1 HOWOMAL CROSS SWWN 2 LOC[ Arlida A! um 111uatT MADEOU: YO1 I101E fEEtQ M" TALE LOCO YN COIUEDON DFADEW .. YNCOL1NC11OILL(so som 35.75 DOOR WIDTH o0o PANta 0.81' STRUCTURAL SIUCINE (DOW 99S) NON STRUCTURAL SEALANT — 2422' MAX. FRAME WIDTH 2D.50' MAX. D.L.O. WIDTH Na n STILE COMP.) STILE WNTORCEMEJT WOOD) TOP RAIL i COMP.) FOAM CORE POLYURETHANE - 1.9 PCF MN.) 5/8' GLASS BIIE EXI. I' OVERALL GLASS TNK I /8' ANNEALED GLASS O.OFO'SAI' E&I'VB NIERLAYER I/TI' ANNEALED GLASS W RIQ 1 AIR SPACE 1/IiIEMPEREDGlA55 117.19 X 1,VC PPH J ALUMINUM SPACER SELF DRUM SMS on. NON STRUCTURAL SEALAN, SEE HARDWARE Gl Gam 'DETAIL RBERGIASS SON CHART ( SEE DETAIL) W S 4p I INTERIOR O WOVEN RBERGLASS r: ' J_ _S 44 o 0 42S t RBI RGLASS S EXTERIOR BOTIOM RNL 0-ow ( COMP-) 3A ODE UTE FRAME ODL Ulf FRAME L DOOR SKIN DETAIL 2 VERTICAL CROSS SECRON 2 CCvv yyT lpCO23 it11* LLL% 8 o V .i{ 1 Es Z' 0 905 main a r_ 0 Flu p b L N.T.S. LIW JK e L 1Fr.- LFS ; mim NO- a FT. -15180.4 c N ii _L Oi 8 p 21 20 C A Oig l\\\ o M={ g Eqm =mi Cp9 W e 7 40 VVV° fn m 6 LL L o" o 1 g . p 8 a ` 3 z Ci O Wy O at H it 9 z t-1/MIN. 3 2 NORIIOMALCROSSSEC110N a 1-t/MIN, ool o EMB 1 4 3 Shown w/1X suD-blxk E EMB• InP.) a ng d • B C L C ! L • e °• IS C•SINK Is n , nP•) C-UNK PYP.) C 20 21 21 20 Z fx784036A7 INTERIOR 7 g INTERIOR 40 R M 6 • N W o' a• e • Q C j G 0 2 2 u CAM 021211121010 EXTERIOR 10 EXTERIOR K p a" ,. N.T.S. 4 11 27 11 w c er JK m E 9 1 NORROMAL CROSS SEC110N E LFSM cMD. s 3 FL— 151904 " 0 c a 941T -L or 0 d G INTERIOR 0 v EXTERIOR 4 glop M= $ E • ' i i Y.'•.......• •`,`.` >°ass E . .. . • z . 24 E4ti "`mu 9oin ID 0: D A C zd r , d C= W 40 20 Z 21 G 20 8 40 i H 21 Ln 7 EXTERIOR INTERIOR mi 8 W I EXTERIOR INTERIOR ri'N VERTICAL CROSS SEMON 'c s 1 VERTICAL CROSS SECTION 4 Shawn w/ix wb buck n u EXTERIOR INTERIOR N Z V N 7 40 29 N 0 m E N Q j 2 2 D i °•. ° •. D.1-02 21 12 i WALL N.T.S. OrG Dtt JK m a VERRCAL CROSS SECTION oac er: LFS i 4 DRWM6 KU: d FL-15180 4 ° 0 0 9m 4 OF 8 p" r 41 A. z Z 9610TI %sit iFr z ou0124 E - TYP. HEAD:: to Ls ILXSEEDETAIL22856 JAMBS : : 0 1 L lYP. HEAD IL MASONRY & JAMBS MAS014ayl 11 OPENING OPENING 0Z FRAM IL EII 27 X 2X BUCK L 0 2X BUCK) 0 LAXNA DEAD AWDEFAIL TYP. 0 SILL 1 " SEEDETAILII I I I crl o Y mm BWKANCHWNG AMAGALSMMJAMB FRAMEAN0110MMG HINGE JAMB mot 2XW& constrictlon IfillL wnrI ii i CONCRETE ANCHOR NOTES. 1. Concrete anchor locations of the comers may be adjusted to -ahtaln the min. dist ance tance to morkvjoinf& 2. COrKMtO anchor locations noted as 'MAX. ON CENW mud be adlAsted to maintain the min. edge distance to mortar joins, additional concrete anchors may be requked to erwe fheMAX ON CWW dimension am not exceeded 3. Concrete anchor table: ANCHOR MIN M! q-'CLEARANCE. MIN."CLEARAKE ANCHOR Sim EMBEDMENT; TQMASOtJRY.: JOADJACENT '.. EDGE ANCHOR. ITW TAPCON ELCO I/ Ar IULTRACON I I WOODSCREW INSTALLATION NOTES: 1. Maintain a Mh( MM 5/8" edge distance, I- end OWMIC8, A I- O.C. spacing OF wood screws to prevent the splitting of wood. HWW DETAIL 87 IAX 02121112 S" LL N T. S. Mr. In. JK DETAIL I DETAIL 2 CHL or. LFS yow bol A*O " ls Attachthrowbolt DPAWW at it 0010 fraffle FL - lkl Outswkv) l 80. 4as dwwn men -5 or F h AMOAL SMXE JAMB J TYP. HEAD IS, JAMBS MASONRY 71 OPENING FRAME T I I I I SEE DETAIL 2 1X BUCK I I l H) IYP. 0 SILL I I X I I SEE DETAIL 1 CONCRETE AMCFM NOTB: f. Comet&adia IacdRele of Me comes maybe o0filed b A,K* Mil Me mh sapsMlf, bmafar/aMb. Ra2Coix"fe ondKM bcos noted of %MAX ON C MW nxW be e460e0 to mdnbh the mbm. edge Offdnee b mafap6m4 Ilb/md camaeIo -boas ER moybemegmredberoue Mo%tAXONCBdWcbneda+ aenofssseded. 1 Camdefs odmo to" ANCHOR- ANCHOR MIN:•:- MW. CLEARANCE• MUI: CLEARANCE tY f .:_- SRi=: EMBEDMENT_ TO 4AkhkiR _ iro AOJACENr: EDGE- - _• ANCHOR- rlw 1/ r 1.1/f T TAKON• BCO 1!e 1.1/e 1• UIUACONnlll a R/1P 1.1l, T 1.1? TA C N WOODSCREW f10N NOTE: 1. MdMotnomYimmm$Wedge dMamce. 1•end dManas. A 1•*A- of cod sawn to plewnf Ms WMft of Mood. FRAME ANCHORING Masolvy 1 X buck casbi cllon NMGE JAMB LATCH A DEAD BOLT WAR HINGE WAR c G p 87 " o ° z u are 02 21 12 i MAIL f lvwc b: JK li pg-- bolls AlfOd1 OS1TOgot iPoOW boll am Ln: LFS It ftM of the tMBahold sAfke Md,e Mkarrm °`_"C NO - -- - " sm - jL or " 0 12.BTs 33.12s ; 4 _G J O. .O. 3A0 Fes--- 3AlT 'i•'' • ... ••`,.` a o 243r 36.3T o" u SSAT 9 cC CW D QII n bi Z 0ff DEAD BOLT THRU HOLE LATCH THRU HOLE J 1 p em z o 1TAWMINUM ASMAGALAU MCIY y+ By Do= Pmcwt a G 1 c Q G o 0 n n 39 38 1 ATT. 37 36 Lna Z fOPBOLTRFTAMER MA1L• 9 V um N VIEW A -A ^ z Aluntwm Ashopd Anemdy T ' e W = N< 3 S7 MAIL Steel I 1 1 Ar S i n i I I ,- DATEo202121112 am 1.1S--fT_-'y wALE- N.T.S. am W. JK m A h. h ASiRAGAI » BO 1 L c, Nil LF ; By Endo Roduct MAIL• P;I/IAWMBIUM WAVOC ND' d s' fL-15180.4 o sen 7 or a p O 1 au of MATERIALSMATERIALSMATERIALSp`p_oi1R. Y M. son U N •; ti$ x mun` c_ d I-- —i awIcin1Pkv Cy f d' W (.f a 7 m4i F-- 244' o 21 •OLrF1eEeJAMeI m 4 56' u 4, 29 G 1NeESli ID Q u n e i W Q h 7 2 2 U i f ° m' c e i s 0 8 0 d nd11 • oescivna rnl eu A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C I /4' MAX. SHIM SPACE - D I /4' x 2/4' RCO OR nW CONCRETE SCREW STD MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16' X 31/d• PRi I1VN CONCRETE SCREW STEELHI /4' x 31 /4' PFH RCO OR f11N CONCRETE SCREW STESTEELLo I I /4' X 2-1 /4' PFH RCO OR TI1N CONCRETE SCREW SSimJI /4' X 33/4" PFH RCO OR 111N CONCRETE SCREW STESTEELcz K N9 X 2-1/2' PFH WOOD SCREW STEELa L a8 X 2-1/2" PFH WOOD SCREW STD 244- M N8 X ? PFH WOOD SCREW STEEL ERS7FORCESWEATHTRIPPING BY ENDURA FOAM 1 9 16'JAMe2D 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGR FOAM 4• 9 4" X 4' BUTT HINGE STEEL 10 a9 X 1' PFH WOOD SCREW STSTEEL11a9xWePFHWOODSCREWSTEELR 20 FINGER JOINED PINE FRAME, HEAD 3 HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUISWING THRESHOLD BY DLP ALUM./WOOD 36 EXTRUDED AIUMINUM'11LTIMAIE ASTRAGAL" BY ENDURA ALUMINUM 37 SLIDE BOLT ROD STEEL 38 9/4" LENGTH TOP BOLT RETAINER ALUMINUM 39 9 LU /4' LENGTH BOTTOM BOLT RETAINER AMINUM 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTx)N DETAILS z 87 ASTRAGAL STRIKE PLATE STEEL z CAM 02121112 N.T.S. MG n: JK cm. w. LF'S murw w.: F'L-15180.4 sm - or 2/15/2017 r r Florida Building Code Online FbWaDepaMMtd BCIS Home I Log in I Use, Registration I Mot Topics I Submit surcharge I Slats S Facts Publications FBC Stag ( BCIS Site Map Links Search Busines Professi al *USER: PubllicUUseer Regulation Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL 4 FL239-R22 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Emal I Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/18/2015 file://fZ:/NuDesigrVClierd%20Folders/Current%20CIients/16-028%2Wones,%2ORandy%20-%2OSanford%2OResidence/Bui[dA2roduct%2OApprova]sNV indows-... 1/3 2/1512017 Date Pending FBC Approval Date Approved Florida Building Code Online 09/18/2015 FL # IModel, Number or Name Description 239.1 1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R22 C CAC 15-0528.22.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0528.22.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0612.12b.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 11 15-0612.12b.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.3 1 SH - 600 (Non -Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1239 R22 C CAC 15-0519.07.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0519.07.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.4 1 SH - 700 (Large Missile Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0519.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0519.08.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.5 1 SH - 800 (Large Missile Impact) I Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0609.02 LM.odf Approved for use outside MVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 Il 15-0609.02 LM.Ddf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.6 1 SH - 800 (Small Missile Impact) I Multi -Story Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance NOA) for product performance Information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate Quality Assurance Contract Expiration Date 05/03/2017 Installation Instructions FL239 R22 11 15-0609.03 SM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: file:!/2:MuDesigNClient%20Folders/Current%20Clients/16-028%2Wones,%20Randy%20-%20Sanford%20ResidenceBuild/Product%20Approvals/Windows-... 2/3 2115017 Florida Building Code Online Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0612.11 LMI.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 Il 15-0612.11 LMI.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small In. 'e Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0612.10 SMI.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 I1 15-0612.10 SMI.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R22 C CAC 15-0519.06b.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 11 15-0519.06b.odf NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0519.05.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0519.05.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: each Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139s. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: R® CreditSAr,IE file://2:lNuDesigr Client%20Folders/Current%20Clients/16028%20Jones,%20Randy%20-%20Sanford%20Residema(Bi ildlProduct%20Approva(sIWindows-... 3(3 M AMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY U 805 SW 26 Strect, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.aov/uera/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/1 l with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Sec, tion. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. l l-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets l through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA #11-0614.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window —N.I., approved on 09/01/ d expiring on 09/01/16. Manqtmerez, P.E. Product Cont Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OPOM 21 SHUTTERS ARE REQUIRED WHEN USED IN WIND-SORNE DEBRIS REGIONS, S) FOR MASONRY APPLICATIONS N MIAMI-OADE COUNTY. USE ONLY HAW-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE YAM MIN. KSI PER ANCHOR TYPE. SEE TABLES 6 86, SHEET 4 8 L 4) MASONRY ANCHORS MAY BE USED INTO WDOO AS PER TABLE 5. SHEET 4. ALL WOOD BULLS LESS THAN 1-1l1 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOW BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-lir THICK OR GREATER. IX AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNQIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13M S. POSITIVE DESIGN LOADS SASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ADM E130M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN OE31ONED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3310% STRESS INCREASE HILT NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOW. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING OWE FOR CORROSION RESISTANCE O) REFERENCES: TEST REPORTS FTL-647% ELCO ULTtACON NOP. ELCO CiETEFLEf NOA: ANSVAFSPA NOS,"= FOR WOOD CONSTRUCTION AND ADM.2006 ALUMINUM DESIGN MANUAL 10) THE 200 SERIES SINGLE HMO WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAMED WINDOW SWIPES AND SASH CONFIGURATIONS AS SHOW BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE N A BLOCK AND OBTAINING OESION PRESSURES FOR THAT BLOCK SUE FROM THE TABLES ON SHEETS 2 A 3. F"— vVmTH -I HEIGHT L I // mommuom eamum owwE ooaa It WIDTH HEIGHT A0CWWPRWMW/0im FAUNIMPMOLUM NO ANCIORS REQUIRED IN FLANGE FRAME HEAD 6' MAX. FROM — CENTER OF MEETING RNL 8• MAX FROM CENTER OF MEETING RAIL 1_ O' MAX 53.11B- TIP.T6TIP WIDTH 62-V5' BUCK WIDTH 4s11R f VISIBLE LICIT PMAX uvrfILVISIBLE 21• LIMIT 76' MAX TIP -TO TIP HEIGHT A BUCK itHEIGHT MAX O.C. NO ANCHORS REQUIRED N FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE 1IIIII II II A VKN M/(%i, cENse '' P No.55706 o'. t•/i; ales {I ; 2` sTa o PLO.. ' G" ; 1070 TECHNOLOGY DRIVE F r1 N. VENICG FL 34275 SIONAL N FL 34274 IL LYNN L6LLE0. PE CERT. OF AURA. 20206vFAee7Hl6 / 62-iff BUCK WIDTH 4>f1T VISIBLE LIGHT T MAX — 0 C VISIBLE 6' MAX O.C. LIGHT 77• J BUCK HEIGHT 0 rum 6' MAX O.G TYP. INTEGRAL FIN FRAME ELEVATION TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES _______. 1 ELEVATIONS..___._....._.._..._ 1 DESIGN PRESSURES____28 3 WSTALLATIOK FLANGE___. 4 INSTALLATKN IREGRAALFIN_6 ANCHOR QUANTITIES_....._._._ 6 GLAZING DETALLS.._...__--_ 7 CORNER ASSEMBLY___.._.... 7 EXTRLLdON PROFILES. ------ —8 PARTS UST..___.___..—_____-8 PRODLICYRSVISSID o OsWlmrkel6N ACOCP No I 0* Rwbrd 6y: OuOe RF61om imipn clae - 1(. JJ 10/10/11 2010 FBC NOTE Gbd w. odw Ilrwswl: 64N m D.4 I,a.e eps GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION 05/11/11 5whvNNdd Skdw OAOMby SH-200 NTS 1 OF 8 MD-SH2O0-01 I A TABLE 1. TABLE 2: a.0.4`nwwo woldow D' / No T6 DI' P,omnl - Y Q g Z N g o w J Z e0 LL Z O FIGURE A SASH U N GLOSS SECTION O Q MONOLITHIC Z W Q Z zZ II w z 7TII 1 o_ = o I II 0 1 = VISIBLE LIGHT I HEIGHT JI ? HEIGHT IQ E I N SASH HEIGHT • S•W16• II y + x III 6 111111nrrr 1)USETHISTABLEFORALLWINDOWSTHATAREGtAZEDWITHUr n o 0% ANNEALED GLASS (TYPE A), _ :• y r & Z z it O<4 O=22ii 2) FOR SIZES MDT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH J Wj OR HEIGHT DIMENSION SHOWN ON TM TABLE. y0''• d 1 Maximum Sash Height' Design Pressure 8h't sea Flgue A, Ude sheet) Ibs/lt) (or Glesa Type A. Fin 8 Flange Frame tNmlimum VlNndow Width' 19.1/8" 28.1? 33' 37' 41' 45' 49' 68.1/8' 23' 11-9/18' (Equal Ute) 66.0 0.0 r65.0 90.0 r55.0 90.0 55.0 80.0 55.0 410.0 55.0 4iA0 55.0 0.0 55.0 0.0 under tb-9/18' 55.0 00.0 55.0 90.0 55.0 75.2 55.0 65.5 55.0 47.3 r50.2 fi0.2 N4.8 44.a 39.9 39.9 3T 18•B118' (Equal Llle) 55.0 4)0.0 55.0 60.0 r55.0 84.2 55.0 74.5 55.0' 88.5 35.0 81.0 55.0' 67.7 55.0 d5.0 Doer 18 I18' 55.0' 00.0 r56.0 4I0.0 r55.0 i -75.2 55.0 j -05.5 r56.0 4ii7.3 50.2' 0.2 N4.8 4.8 39.9 9.9 u+dar 15aro" 55.0 90.0 Ss.o aT.1 55.0 73.1 58.0 433.e ss.o s.e 50.o so.o N4.s 44.8 No.o o.o 8" 15.7/8' Ow 19.Y18' 3 55.0 0.0 55.0 4)0.0 55.0 78.7 55.0 Ba.O 55.0 4i8.5 51.1 b1.1 45.9 45.9 N1.3 41.3 19.1/4' (Egad Ute) 55.0 80.0 55.0 90.0 56.0 d2.7 55.0 728 55.0 b7.9 54 2 54.2 r51.5 S1.$ over 19.1/4' 55.0 90.0 55.0' 87.1 56.0 73.1 r55.0' 433.8 50.0 a0.0 M.B 44.8 40.0 40.0 order 188116' 55.0 1.$ 55.0 723 56 0 411.3 55.0 d5.3 N5.8 45.8 4201 42.0 38.7 9.7 Ib' 19.8118' Ow 22S18' s r55.0 90.0 5.01 41'7.8 55.0 74.0 55.0 1.9 55.0 58.9 50.1 I {0.1 14.6 I 4.8 N0.01 40.0 2241/18' (EWd Ute) 55.0 90.0 56.0 410.0 55.0 79.8 55.0 4)8.1 55.0 458.5 51.1 51.1 18.0 48.0 N1.4 1.4 aler22/18' 5i0' 81.5 55.0 723 56.0 i1.3 55.0 fi5.9 50,5 4i0.5 N5.a' 45.8 N20 420 3a.7 58.7 underZ41/8' r55.0 71.8 55.0 4)28 55.0 55.4 50.3 50.3 N5.9 45.9 N1.7' j1.7 3a.9 99.9 36.2 9.2 49, 241/8' Ova 24-1? 3 rb5.0 00.0 55.0 Jf2.5 55.0 419.5 55.0 1431.8 O a5,4 49.3 I •49.3 44.8 I 4.8 N0.0 10.0 24/18' (Eglml Ute) 55.0 80A 55.0 0.0 55.0 78.4 55.0 4.5 55.0 b7.8 50.4 0.4 N5.0 45.0 N0.1 40.1 OIAr 2441118' 55.0 71.8 55.0 4i28 55.0 55.4 50.3 60.9 45.9 5.9 N1.7 41.7 r989 18.9 982 J8. MonollOhlc Glass Types A 1/8' Amesled 8 1/8' Tempered C 3118' Amrealed D 3118' Tempered E 1/4" Amaded F 1/1' Tempered Insulated Glass Types G 1/8" Annealed, 1/4' Airspace, 1/8' Arslealed H 3118' Annealed, 3118' Airspace, 1/8' Annealed 1 1/8" Tempered, 1/4" Alrspaoe, 1/8' Tempered J 3118" Tempered, 3118' Alrapace, 1/9' Tempered TABLE 4: TABLE 2.. yfm.Ftaw waep iimra 1• I .1 gg6mmn0eo 6 ByMir® TABLE 3: j Q 0 o F- W g O Fa- CoZ 3 ? 0 FIGURE CROS9 SECTION O u+ 0 - yNTHH.O. GLASS) Z W O Z_ W Z p CO) 7 itI; I w aHEIGHT ASIBLE LIGHTII HEKOff'? I, SASH HiE1GHIT-38H8' I i 1! t $ I II e X oa s= a3a,i i NOTES Q.•,. _ y i e0 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS = w '^ O TYPES B - A NOT APPLICABLE WITH 1AT ANNEALED GLASS (TYPE A). _ : i Z 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR J V.y i r HEIGHT DIMENSION SHOWN ON THETABIF, Zky1v • a ` CK.` 1 AAaxlmHan Sash Fletgnt' Design Pressure (Ibs/ft) for Glass Type B - J, Fin &Flange Frame pRODUaREVISSO Hdd' see Figure A, Ode sheet) MelrMton WirHdow Width' 18.1/8' 28-1R" 93' 3T 41" 45' 49" 63.1/8' 29' 11-9l18" (Equal Ute) 0 90.0 55.0 90.0 a55.0 90.0 55.0 410.0 55.0 90.0 55.0 90.0 55 0 00.0 55.0 90.0 under 18-8I18' 0 b0.0 55.0 00.0 55.0 90.0 55.0 00.0 55.0 90.0 a55.0 04.S 55.0 78.0 55.0 729 Sr 1g-9118' (Equal Ute) 0L+55.0 90.0 55.0 00.0 55.0 00.0 55.0 00.0 55.0 90.0 a55.0 00.0 55.0 01.1 a55.0 79.4 war 1B-0118' 90.0 56.0 00.0 66.0 90.0 b5.0 00.0 56.0 j -90.0 SS.O 04.3 55.0 78.0 55.0 72.9 under 15.7/8' 55.01 00.0 55.0 90.0 55.01 00.0 55.0 00.0 55.0I 0&S 55.0) 01.8 55.0 I -76.0 b5.0I 438.6 15.7l8' OHru 19.3118' 55.0 00.0 55.0 00.0 55.0 00.0 55.0 00.0 55.0 90.0 55.0 87.9 55.0 78.8 55.0 71.2 19.1/4' (Equal Ute) 55.0 80.0 55.0 d10.0 55.0 00.0 55.0 55.0 80.0 55.0 87.8 55.0 78.8 55.0 71.2 war 19.1l4' 55.0 90.0 55.0 00.0 55.0 00.0 55.0' 410.0 55.0 i -08.5 a55.0 01.8 55.0 75.0 55.0 4i8.5 under 19.9118' 55.0 90.0 55.0 90.0 55.0 4)0.0 55.01 08.5 55.0 I -80.2 55.0 73.2 55.0 08.3 b5.0 I -09.7 1,4 1941118' Ihru 22br8" ° 55.0 410.0 55.0 00.0 55.0 410.0 55.0 00.0 55.0 09.1 55.0, 78.5 55.0 I -70.0 55.0 03.0 224)I18' (Equal life) r55.0 00.0 65.0 410.0 55.0 00.0 55.0 90.0 55.0 89.9 55.0 78.5 5b,0 70.0 a55.0 4)9.0 war 22-0118' 65.0 410.0 65.0 00.0 55.0 00.0 55.0 08.5 55.0 00.2 SS.O 73.2 SS.O 08.3 55.0 d9.7 under 20•1/ s5.o eo.o 55.0 moo 55.o j -08.0 55.0 01.e 55.0 as.7 5s.o' 439.2 5s.o 02.b s5.o 07.7 19" 20.1l8' lhnr 24-1R' ° 55.0 90.0 55.0 00.0 55.0 00.0 00.0 55.0 I -84.8 55.0 74.2 55.0 05.9 55.0 09.1 244U18' (Equal Lite) 55.0 00.0 55.0 00.0 55.0 00.0 55.0 00.0 55.0 04.8 55.Ij 55.0-05.8 55.0 fi9.1 ouer24-0l18' 55.0-00.0 65.0-90.0+55.0 08.0 65.0-01.8 56.0-76.7 55. 55.0 028 0 urHder20.13118' b5.0 00.0 55.0' 00.0 55.0 0S.5 55.0 79.1 55.0 74.0 55.0' d37.S 55.0 01.9 155511N8" 20.13118'OHru 21-11/18'+55.01 00.055.0-00.0a55.0-00.0 a55.0-90.0 65.0 09.2+55.0I-727 55.0 I-04.5 24.il4" (Equal Ute) 55.0 90.0 ab5.0 00.0 55.0 I -00.0 55.0 d10.0 55.0 03.2 65.0 727 55.0 4.5 55.0 07.8 war 24-3Id" 55.0 00.0 a55.0 00.0 56.0 83.6 55.0 71.0 66.0 07.3 66.0 01.9 55.0 08.8 under 2415l18" 55.0 07.9 55.0 75.8 55.0 05.7 55.0 82.3 55.0 00.0 55.0 08.5 a53.2 03.2 N9.8 81" 2415118' thru 30818' 55.0 j 07.8 55.0 j 75.8 a55.0 71.1 b5.0' 74.1 55.0 74.1 55.0 4)5.5 55.0 fi7.5 51.1 01.1 30 9/18" (EgH 1 Ule) 55.0 I 07.9 b5.0 I 75.8 66.0 74.1 65.0 74.1 55.0 71.1 a55.0 05.5 55.0 07.6 51.1 01.1 war 30.9118' 55.0 07.9 55.0 75.8 55.0 , 74.1 55.0 74.1 55.0 , 74 0 a55.0 , 05.5 SS.O 07.5 51.1 under 25-314' 65.0 0S.9 a55.0 71.7 55.0 02.0 55,0 59.9 55.0 57.8 54,5 54.5 51.3 01.3 48.3 08.3 25 314" Ow 31-0l8' y 55.0' 83.9 55.0 71.7 55.0 09.4 a55.0 09.4 55.0 09.4 55.0 414.5 55.0 08.5 a50.2 50.2 31-9l18' (Equal Ute) 55.0 83.9 55.0 I 71.7 56.0 4)9.4 55.0 I 1 55.0 I 9.4 65.0 04.5 55.0 68.5 50.2 I 00.2 war 31•A118' 55.0 I 09.9 55.0 71.7 55.0 09.4 55.0 9.d 55.0 09.4 a55.0 04.5 55.0 08.5 a50.2 I 00.2 udder 28-311' a55.0 , 88.3 55.0 58.5 52.1 , 62.1 51.5 01.5 51.5 01.5 51.5 51.5 50.0 60.0 48.4 , 8.4 73' 29.3l4'11w38-0B" 55.0 08.3 SS.O' 58.3 52.1 b2.1 51.5' 51.5 51.5' 51.5 51.5 01.5 51.5 01.5 48.4 48.4 38.8118' (Equal Life) 55.0 j 08.3 66.01 08.3 62.1 02.1 51.5 01.5 51.5 51.5 51.5 j -01.5 51.5' 01.6 18.4 48.4 wmSB-0118" 55.0 08.3 a5b.0 68.3 52.11 02.1 51.5 01.5 bt.bl 01.b 51.51 01.5 51.5 01.5 18.4 8.4 under 31314' 55.0 , 02.5 50.8 , 60.6 48.5 8.3 45 2 , 45.2 N5.0 , d5.0 I5.0 5.0 N5.0 05.0 N5.0 , 05.0 7tr 31.Yd" thru 39' 55.0 02.5 a50.8 50.8 N5.2 05.2 N5.0 45.0 45.0 J5.0 45.0 45.0 N5.0 45.0 31F1/18" (Equal Ute) 55.0 02.5 a50.8' 50.8 N8.3' 08.3 45.2' 05.2 N5.0' 46.0 4b.0 5.0 I5.0 45.0 45.0 05.0 TiploOp dlmerekrne for tiange windows shorn. For tN wlndowe a trHrck dlmerHsbns, su0iracl 1'. Overall sash hdpld. For Gear deyllplR height, eHmtraq 5-9118'. t Size range Includes Oro efarMerd PrHSYrcw (3oyer-2 ean5guralkm) for Ore ghen Wrtrdow Fbight. For overall sash width, eHrbtrect 2-15118' 60rn Oro !luck dlmsroion. Monoliths Glass Types A 1/8' AreHHHsled B 1!8' Tempered C 3118' Annealed! 0 3118' Tempered E 1/4' Arneated F 1!4' Tampered Inaula6Bd Glass Types G 1!6' ArlrHealed, 1/4" Airspace, 1/8' ArHrroated H 3118' Annealed, 3H8' Airspace, 1/8' Annealed I 1/8' Tempered, 1!4' Airspace, 1/8' Tempered J 3I18', Tempered, 3118" Alrspace, 1/8' Tempered INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPf10NALAD00N 13 FLANGE 0 HEAD. OPTION 1 saL a lAMes CURVED HEADER 04STALLATON INTO WOOD 2X. SEE NOTE 2. THIS SHEET. 1.466- L VISIBLE LIGHT HEIGHT BUCK aI TP-TO•TIP 11 HEI(#rr @ —"r L VISIBLE LIGHT HEIGHT T O 31 2X WOOD BUCKSTRIP, SEE NOTE $ THIS SHEET. EMBEDMENT 1 LIW MAX 1H SHIM IAAX SHIM T1'P. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE 1 PER SUBSTRATE. INSTALLATIONSEETABLES. THIS SHEET. OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOW 2X NO ANCHORS REOUIRED AT HEADER. EMBEDMENT EDGE 7. DISTANCE I TYP. ANN EMSEDIMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 5. THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1p• MAX SHIM 112 STEEL BJ SELF-DRILLINGMS(0TAB (G6) BEE TABLE S, THIS SHEET USE ETHER LATCH p 26) OR INSTALLATION BOTTOM LOCK OPTION4 811). TESTED INSTALLATION UNIT LOCATION: ANCHORS 64W FROM VENT END. DIRECTLY. META4 DADE APPROVED MUWON. ALUMINUM. STEEL FRAMING OR ExTEglog STEEL STUD. SEE SUBSTRATE PROPERTIES TABLE THIS SHEET A TABLE 6: CONCRETFJCMU CONCRETEIOMU PERANCHOR PERANCHOR REQUIREMENT REQUIREMENT TYP. ANCHOR 3 TYPE, EMSEOMENTANO 114• MAX 41 27 EDGE DISTANCE SHIM 12 10 PER SUBSTRATE. SEE TABLE 6, THIS SHEET. EMBEOME EDGE 2, DISTANCE 32 13 64 EXTERIOR INSTALLATION VISIBLE LIGHT WIDTH V WSTAOPTION 3 AINSTALLATIONANCHORSBUCIc vWNDm THROUGH 1X BucxSTRIP TIP- TO•TNP WIDTH INTO MASONRY. HORIZONTAL SECTION A -A AnO Group Anchw Bubwab min. Edpe omna mils Embedment A Ur 410 SS CrdeHex UwWo ied CMU. (ASTM C." 1- 1-Vr B 812 Sled SMs Saw ( GS) P. T. Salehem PVIe (SO - .55) 0118• 1-IB• ur 410 86 CleteFtex Concede pnln S35 ksQ 1' 1- UNqlelded CMU, "TM C60) 1.1Ir 1-1 r C VI.8Rsel UlDsoon P. T. SouUmn Piro G - . 1• 1318' Concede ( min 27 keQ 1- 131r Ungm Red CMU. (ASTM C410) 1- 1-v4' MIMIMUM OF 3 THREADS BEYOND THE METAL SUBStMTE. aumlNam, B083T5 met 3/>7• 1re— sLed sLu4 (ir. 33 min. 3l8' O.a34e p0 Ger A38 Steel 3l8' tl8" P. T. SoulMm Pins (SG .65) T. 1.i18' EGRESS FORMULAS EQUAL- LITE) WIDTH: : TIP -TO -TIP WIDTH - 4• HEIGHT: T[p-TO.THP WIDTH/! . 64W r VISIBLE LIGHT FORMULAS EQITE) Your" (SASHk TIP -TO -TIP WIDTH - 5.1fir WIDTH (FOIEDk TIP -TO -TIP WIDTH -r HEIGHT:(TIP- TO-TIPHEIGHT-7-IfIr 1 r V — N071cS fti . 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SUE OF THE WINDOW. D 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, THIS SHEET. ALL WY000 BUCKS LESS THAN 1-1? TRACK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-I& THICK OR GREATER 1X AND 2X SNICKS WHEN USED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO L H I I I I N I R MEASURED TO AS DAYLIGHTFROM BFADIIGT'OBEADING. `LYNIV Ommm) m``ON,ICEN F F9 alnb•a oaer. bHda JJ 10/ 10/11 NO CHANGE ur MAX SHIM : a.......-. ,..... NO ANCHORS .. . r . .. CONCRETE PER REQUIRED INFRAMESILL NGE ANCHOR REQUIREMENT VERTICAL SECTION B-B No.58705 * ' p0 • STA O 1) A LY MLL6I PE v.vs ee7oe 007 1070 TOGMOLOGY DRIVE Tme R VO4M FL 34275 SIN P.O. BOX 1520 NOWMLS. FL 34274 Iwk- COT. OF AUK #20206 PRODUCTRBVLi® a m ht! woh ee nNib Aome6N• )• 01 , iaioa Ox1e ( e Menu Pmdea FRAME INSTALLATION DETAILS J ROSOWSKI HUNG WINDOW INSTALLATION 05/11/11 SH-200 I NTS 14 OF 8 1 MD-SH2O"1 I INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION • SEE NOTE 2. THIS SHEET OPTION 5 — EMBEDMENT CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) o THROUGH TFIE FIN EDGE DISTANCE B T C 1.465 VISIBLE11 LIGHT HEIGHT f 41 EXTERIOR 2.761• a BUCK HEKiNT L VISIBLE LIGHT HEIGHT I 43 225C 31 TYP. ANCHOR TYPE EMBEDMENT A D EDGE DISTANCE PER SUBSTRATE. SEE TABLE 6. THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR NAIL) THROUGH THE FIN 11C MAX SHIM TYP. ANCHOR TYPE- ENBEOMEFR AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE & THIS SKEET. USE ERHER LATCH (9 29) OR BOTTOM LOCK e11L TESTED UNIT LOCATIOTF. e418' FROM VENT END. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE ,1 DISTANCE l EDGE DISTANCE PER SUBSTRATE, SEE 1 TABLE 6. THIS SHEET 2%WOW, EMBEDMENT SEE NOTE 2, THIS SHEET EDGE 2x WOOD. SEE NOTE 2. GIST THIS SHEET EDGE DISTANCE T 1 EMBEDMENT IN MAX SHIM J I 4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. INSTALLATIONI INSTALLATION SEE TABLE S. THIS SHEET. OPTION 5 OPTION E INSTALLATION STRAIGHT HEADER ANCHOR (SCREW) INSTALLATION ANCHOR THROUGH THE FIN SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN 010 STEEL SELF-ORILLING SMS (OS) EXTERIOR `/ II ID ALUMINUIWSTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE & THIS SHEET. NOTES' MULLION SECTION DADE APPROVEO MULLION. MAY BE VERTICAL OR HORIZONTAL. MAIL IM SHBL SEE SUBSTRATE PROPERTIES. TABLE 6, THIS SHEET. Anchor 8ubetrato MILL WOO MIR. Olvance Embedment 2-1R' x .113' Sox Nall P.T. Southall Ptne (SG - .5M 1/I 2-7/16' 2-1/2' x .131' Common Nall P.T. SwOwn Ptne (SO = .55) 9116' 2-7/16' 2-1/2' x .145' Roo ft Nall P.T. SoWlem Ptne (SO = .55) 9116' 2-7/16' A10 Steel SMS Score (05) P.T. Soulhem Pine (SG = .55) 314' 1-w A minim, 606375 min. 3B' I 1/8' 1SteelStud. Of. 33 min 318' 0.036 A38 Steel 3RT 118' EMBEDMENT I INSTALLATION OPTION H3 INSTALLATION ANCHOR NAIL) THROUGH THE FIN PRODUCT REVISEDvi0ds FTwld. 7f I IUSE ONLY SUBSTRATE1/1' MNf SHIM Willi111 MIMINUM OF 3 THREADS BEYOND THE METAL SUBSTRATEI a1®np V ' t= mr 1+ APPROPRIATE ANCHORS LISTED 484F F' a JJ I AA - 00M o /6 FOuOWEMBE1 MANDEDGE LIMITS. ANY lNvLICENSE''•. •p 0110/11 O CHANGE EDGE DISTANCE DISTANCE INSTALLATION OPTION SHOWN Na 58705 '. S RnW! 6)e Ode Ib161ae Mi =i PCO&M d MAY BE USED ON ANY SIDE OF THE 27EDGEWINDOW. N2- Tt ? W; FIN FRAME INSTALLATION DETAILS DISSTTIA-NCE 2)2XWOOD FRAMING ORSUCK p•'•. ca 1 J ROSOWSKI EMBEDMENT } 1 1- 1/l THICK OR GREATER STATE OF FlOR1GT'.• 10T7 710 T01e adw 2XWOOD. WENOTE 2.THIS SHEET 3)VISIBLE LIGHT WIDTHORHEIGHT C9` Ss'"•'•'•''c. 10N1AL1` 2D75 P.O. >< 15 SINGLE HUNG WINDOW INSTALLATION 05/11/11 LLSOREFERRED TOABOAYUGHT OPENING) IS MEASURED FROM HER, NOKGMtS. FL 34274 swftwup"Bede SM•d H>b•19 Na Rw: RTICAL SECTION D- 0 IIEADINOTOeliAD9W A LYIW P. E. P"0705 CERT. OF AM #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01 A TABLE 7: Hmkreen Su~ hm Ram A, 0b ohrp tilAr 2b1? Omue A OMWB CIONO Aslop i 1GMW 2r I I IIT ftW LM) 2 2 3 2 2 x 2 2 2 1 21 2 3r u dw lamOr 2 2 2 2 2 2 2 2 3 2 2 IONIC ( EWd U14 2 2 2 2 2 2 2 2 2 2 2 ow IONIC 2 2 2 2 2 2 2 2 2 2 2 arch / 6TAr 2 2 2 2 2 2 3 2 2 2 2 16710' Uw 19.YIC 1 2 2 2 2 2 2 x 2 2 2 2 Vr d Ulm)3 1a(EW t 2 x 2 2 2 2 2 2 2 am 1e•1/c 2 2 2 2 2 2 2 7 2 2 2 r under IONIC 2 2 2 2 2 2 3 2 3 2 2 14WICBee22. 616'0 2 2 2 2 2 2 2 2 2 2 2 2201C CpW U19) 2 2 2 2 2 2 2 2 2 2 2 ow2241C 2 2 x 2 2 3 2 3 2 3 2 4v undr2tFVC 2 2 2 2 2 2 3 2 3 2 3 20- 1Ar On 2411!' 2 2 2 2 2 2 3 2 2 2 2 244PIC tEgW L1W 2 3 2 2 x 1 2 2 2 2 2 2 ow 244HC 2 2 2 21 2 1 3 1 2 3 2 31 2 M& C uMr 2D.13NC 3 2 2 x 2 2 3 2 3C22 20.13KVUuu2•lVltr 2 2 2 2 2 x 3 2 2363W EarlLOW223x22232ova2• 3W 2 3 3 2 2 2 2 3 2 31 2 61, undr24• 13IIC 1 3 3 3 3 3 3 1 3 7 1 31 3 21. 13r1C Ilnr 30.6I6' 2 2 x x x 3 9 2 2 2 3GW1C; outl Ley 2 x 2 2 2 x 2 2 2 2 3 Ow 3WC 1 2 3 2 2 3 2 2 1 31 2 1 31 2 urger x6JN' 3121312 3 2 1 2 7 2 1 3 Anchor Quenddes Requked, Floage Frame 111I1I1I1I1IlIlIlIlIl1! I1I1I1IlIlIlIlI1ISII1I0I1IlI6I I I I I I I I Cl tF6tC 2 21413131213 21413131213 2 1 J] 3 3 x J] 3 2] 231213121312 2 2 3 1 31 J 1 31 2 2 3 3 J 3 2 2 3 3 3 3 2 21 3333 21 2 7 3 J J 2 2 2 3 x 1 1 1 2 1 41 2 J 2 1 2 1 2 3 2 1 2 1 2 3 2 1 1 2 1 1 2] 2 2/ 2 J 2 3 2 1 2 1 2 3 2/ 2/ 2 3 2/ 2 1 2 J 24 3 4 3 3 x 1 2 1 21 3 2 2 3 7 1 73 1 23 2 1 3 3 2 3 24 3 3 2 3 2 1 31 7 1 2 3 2]]] 2] x MSISLE LIGHT HEIGHT 3 2 2 33 3] 2 2 7 3] 3 3 7 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 7 21 1 2 3 2 s 2 2 3 2 1 t 1 2 2 2 1 3 2 1 2 1 2 3 2 2 2 3 SASH HEIGHT 3 1 3]] 1 34 3 3 34 3 J 3 6 3/ 3 3 3 6 3/ 34 J S 34 3 3 34IC 2] 2 J 2 1 3 3 2 3 24 t33 3 3 2/ 3 3 3 3 2/ 3 3 2 3 2 1 3 3 2 3 2 3 3 3 2 2 3 3 3 3 2 x J 3 3 3 J J 3 3 3 7 3 3 3 3 3 3 J] J J 2 2 ILL 3 3 2 3 212323312123342123212123x 3 7 2 3 2 3 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 6 2 1 2 3 2 6 x 1 24 2 6 24 2 1 2, 26.3r'1hu314T• t 1 ZI 21212 21 3 21 21 21 2 1 21 7 1 2 3 2 2 2 1 3 3 2 3 2 / 3 3 3 3 2 1 3 1 3 3 2 1 ] 3 2 3 2 1 3 3 2 3 2 3141MC C+rnd Le) 2 1 2 2 1 21 2 21 2 2 2 2 x 12 ] 1 3 3 3 2 2 3 3 J 3 2 2 3 3 3 3 3 3 3 3 3 3 ] ] 3 ] ] ] ] ] ] J 3 3 2 2 ew 3wr 2 1 2 2 1 21 2 2 2 3 t 3 2 2 2 3 2 3 2 3 2 2 3 x 3 3 1 24 2 3 34 2 1 2 3 3 1 24 2 3 34 2 3 2 3 u16tr 2"r 7 1 2321 3 2 3 2 3 21 3 2 3 2 3 2 3 2 1 2 3 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 S 3 1 3 1 2 6 2 1 2 1 2 rr 2PyC 6ru 3I16Ar 3 2 3 2 3 2 3 2] 2 3 2 3 2 3 2 3 2 3 2 3 2] 2] 2] 2] 2 1 ] 7 2 3 2 1 7 1 3 J 2 1 7 1 3 7 2 3ONIr (EWd L!u 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2: ] ] 3 ] 2 2 ] ] ] ] 2 2 ] ] ] ] ] 3 3 3 3 ] 3 3 ow76iI1C 2 2 2 2 3 2 2 2 2 x 2 3 2 9 2 2 2 x 9] 23 x x J]]] 2 2 3 J 3 3 2]] 1 3 3 9 7 3 J 3 2 3 ceder 31.1I1• 3 2 3 2 3 2 3 2 3 2 ] 3 3 2 3 2 3 2 3 2 3 2 ] 3 1 2 7 3 7 2 1 2 1 2 3 3 2 1 2 3 2 S 2 1 2 3 2 7r ]1 If 6ulr]P ] 2 ] 2 3 3 ] 21 9 21 ] 2 ] 2 ] 7 ] 2 3 2 ] 2 3 21 7 1 21 31 21 ] x 31 31 7 21 ] 2 1 ] ] 2, J 2 ] 1 ] ] 2 3i1/1C (E4W Uhl 2 2 2 2 3 x 2 2 x x 2 x 2 2 2 2 1 T04WIP dlmerWoas for flaw windows shown. For buck dmenslons, sltbW 1'. 2 Owdl sash held. For dear daylight hdght, subaucl 3.911s' 3 Stte r®pe tnolldee the etendad PnsV ew (solar-2 oordlyMUM) for the *an Wkdm Hdglt. MR raters to'MmUnB Ralr. For cmA sash width. suWrect 245fi • Qom the hick d1umnsion. NOTES 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. OIMEN31ONS SHOWN ARE TULTOdIP. 2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1. 31 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIM&MON SHOWN ON THE TABLE. 1) REFER TO TABLE S. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. 1• FROM SEAM C MAX l I( 1 FOR ALL FLANGED WINDOWS WITH 1. ACURVEO HDDIVIO AN 1 Al7pfGIONAL ANCHOR UI REQUIRED AT THE CENTER OF THE HEADER FIGURE A: SASH CROSS SECTION (WTrH MONOLITHIC GLASS) PRODUCT REVISED e mopl ft ahh On Flort6e AcCW— prafta O c F- LL) g z Z Go LL O 0 3 m OSASH p Z NEKtGR Z Z yH o a Z A y CO) a S J = Z Z tl o= Illlllr/ j a OrOO•; Z_ 0= 1ul ZSa. y ANGLED/CURVED FRAME ASSEMBLY V WEEP NOTCH A EACH END 90' CORNER FRAME ASSEMBLY 30 S1 WTm Wr WELD77 AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS W ANNEALED OR Wr ANNEALED OR TFAPERED GLASS TEMPERED GLASS _ SAT HOML GLASS BITE S GL r WEEP NOTCH WHOM 90' CORNER FRAME ASSEM ASSEMBLY DETAILS FOR FIN FRAME CORNERS IW ANNEALED OR - I t— TEMPERED GLASS 3 GL ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL Ir." NOML I NOMI GLASS STACH GLASS $TA,CK TAP AWAALEO OR 1M AIRSPACE 3hr ANNEALED OR — 3NVAIRSPACE TEMPERED GLASS Wr ANNEALED OR TEMPERED GLASS TAP ANNEALED GR fTEMPERED GLASS _ _ TEMPERED GLASS a GL 1/ 8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES A A B GLASS TYPES C 6 D GLASS TYPES E& F GLASS TYPES 0 81 3lr NOM. GLASS SITE 1/ 2" I.G. GLAZING DETAIL GLASS TYPES H & J m- gpa.PbW° Accepumm I(p EaPm" Daa er MiamiPNda<1 3 4. 0 o JQ WUaTA OD LL C) C) yypH R Z Z m Z o Q Z O W 0: W N 1N n , a x X 6 IS llllllll!/ 6 c•' Oil Item PGT Owg. A POT Pant$ De crIption 1 2703E 62703EW Flange Frame Head 2 2751B 627518W Flange Frame Sill 3 2701 62781 W Flange Frame Jamb 4 2713 627138W Integral Fin Frame Head 5 2714E I 62714EW Integral Fin Frame S51 6 2782 82782W b t not Fin From Jamb 7 2706 6270613W Sash Bottom Ball 8 2707 62707CW Sash Top Rep 9 2739 62739W FtKed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 82765W Sash Stop 13 134 65615 Addon Flange 20 1228 61220OW Vinyl Bulb, Flex PVC 70 21 1682C 71602CW HeaNSAI Gasket, Potyethelyne 22 1270 7PAD118 Open Chill Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4060 64066G Wstp.,167 X.230 Fin Seal 25 2784 77784W Sash Side Rag Gasket, Polyethelyne 26 1078 7121UM Balance Takeout Clip 27 Varies per Size Balerge 28 2711 42MM Sash Cam, Nylon 29 1 1096 71098W Sweep Latch, Zinc 30 1016 7858WW 6 X.625 Ph. R. SMS Latch Screws 31 1207 71267N Setting Block 1/8" x 1/2' x V, EPOM 32 6DURAK316 Ourassal - 3116' 33 6DtJRAK14 Oureseal -1/4' 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dan Caning 699 Silicone Glazing Sealant 40 1025 016258 G ose Bead (118" Glass) 41 2719 627198 Glass Bead (3H6" Glass) 42 1263 W2638 Glass Bead (1/4' Glass) 43 1253 GVT488 Glue Bead (I.G.) 50 781PQA 1l8 X 1" QUAD Pn SMS 51 781PSTX 8 X 1' Sq Pn 'MM Fast SMS - 410 S.S. 52 1154 781LHPQA 8-15 x 1 LH TwlMsst Screw Zinc 53 1186 781LHPDX 8.15 x 1 LH Twlydast Screw 21nc (S.S.) 54 78X1 PFTFUA 88 X 1' Ph FI ulcut SMS 55 78X1 FPAX 8 X 1" Ph FI - Stainless Steel 60 1/8' Annealed or Tempered Glass 61 3116" Annealed or Tempered Glass 62 114" Annealed or Tempered Glass 63 1/8"-114" Air - I1W An. or Temp. I.G. 64 1/8"- 3118" Air - 3/18' An. or Temp. I.G. 2A00- Aar My AV a A0r 1 1 FLANGE FRAME HEAD 0083-TO ALUMINUM 2AW 3.226- sso t-T 1.12V L .w 2=r OINTEGRAL FIN FRAME SILL 000.}TO ALUMINUM IF— .aer 1.56r Bar 4 1AIV i FUDcO MEETING RAd W03•TO ALUMINUM 2A00' aso• Owl Imo• I 2.05r OFLANGE FRAME SILL 6053•T6 ALUMINUM 1 r A. x 1 ow -( Wr Aar J ow OINTEGRAL FIN FRAME JAMB 0003•'M ALUMINUM Aar 1.1sr Aso- OSASH SIOE RNL 0 6083TOALUMINUM InunNr Y1rJ 1(lR'i JG...ENSE to_65706 lY _ 41Z FL0160!U SSI'O'''NA A. LYNN MRLEiL P.E. P E! 11470a T1 0 A J 6r 2Mr 1 on. L W OFLAMM FRAME JAMB 6063•TO ALUMINUM 2AW A02' 1.126- QR -T L .oar 0 _L 00r ---4 — OINTEGRAL FIN FRAME HEAD 0053•T5 ALUMINUM 1 1.00r 1 a06' Aar L Az A6r j AV l-- OSASH 60TTOM PAL SASH TOP RAIL 4063•70 ALUMINUM 6 0M3•Te AWMNUM 1 asr .sza 67Pmr-1 1.15r +I 11 SASH BOTTOM U)rK RAIL 12 SASH STOP 0063•Te ALUMINUM 0083•TS ALUMINUM JJ 10/10/11 NO CHANGE R - W. Dow R.eromgn BOM & PART DETAILS 1070 TMNDLW NNE H. VEMCE, FL 34275 P.O. BOx 15" MOKOM6. FL 34274 CERr. OF AUM. 1202M so- T . ow e 3 ADOM FLANGE66aa,s ALUMINUM PRODUCT RBVISSD 0,.0,IQ,AM i6" FkAO. a,aMrn, cos. A"`p`IpCi /6 e7 RaAs1 J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION 1 05/11/11 1 SH-200 I NTS 1 8 OF 8 A 915/204. ^ Florida Building Code Online e o BcIS Home Log In User Registration ; Mot Topics ! Submit Surcharge Stats R Facts publications I FBC Staff I BCIS Site Map 1 Links 1 Search 1 b a a Product ApprovalUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL 4 FL10477-R5 Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Certificatlon Agency Florida Licensed Professional Engineer or Architect FL10477 R5 Eauiv ASTM C1186 Eauivalencv.odf FL10477 R5 Eauiv ASTM E136 Equivalency Sianed.Ddf file://2:/N uDesigrVClient%20Folders/Current%20Clients/16028%20Jones,%20Randy%20-%20Sanford%20ResidenceBuildlProduct%20Approvals/Siding/Flor... 1/2 3/15/?A17. Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/01/2016 Date Validated 11/22/2016 Date Pending FBC Approval Date Approved 11/27/2016 Summary of Products FL Ot Model, Number or Name Description 10477.1 Artisan® Lap Siding 5/8 inch thick fiber -cement horizontal lap siding with tounge and groove end joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10477 R5 C CAC Artian Lai) and V-Rustic ATM.Ddf FL10477 R5 C CAC Miami Dade NOA 15-0122.03.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/01/2018 Other: For use in HVHZ install in accordance with Miami Installation Instructions Dade County Florida NOA 15-0122.03; For use outside HVHZ FL10477 R5 11 Artisan Installation lnstruction.Ddf install in accordance with manufacturer's installation FL10477 R5 II Miami Dade NOA 15-0122.03.pdf instructions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10477.2 Artisan® V-Rustic Siding 5/8 inch thick fiber -cement siding with interlocking horizontal and vertical Joints Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL10477 R5 C CAC Artian Lap and V-Rustic ATM.pdf Approved for use outside HVHZ: Yes FL10477 R5 C CAC JH OA Verification - Intertek - 2016.pdf Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: N/A 01/01/2018 Other: Installation Instructions FL10477 R5 II Artisan V-rustic installation.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bedr N7-t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487.1824 The State of Florida Is an AA/EEO employer. Coovnoht 2007-2013 State of Florida. •: Privacy Statement ' ' Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WI ® Fill; Credit Card Safe file://2:/N uDesign/C lient%20Folders/Current%20Clients/16-028%2Wones,%a20Randy%a20-%a20Sanford%a20ResidenceBuild/Product%20Approvals/SidirtgiFlor... 212 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The Certification Mark(s) may be applied only at the location of the Party Authorized to Apply Mark. Applicant: James Hardie Building Products, Inc. 10901 Elm Avenue Fontana CA 92337 Country: Contact: Chad Diercks Phone: 909-356-6366 Fax: 909-427-0634 Email: chad.diercks@jameshardie.com / Marko.Suput@JHResearchUSA.com Party Authorized to Apply Mark: See following page(s) Evaluation Center: Intertek (Coquitlam) Control/Client Number: 205963 Authorized By: V „' r' Thomas J. Patterson, Director of Certification Int?R?k T?st in NIA. Inc 5 F f+!cor.quin Road, Z13Iti ArlingZon H-*-iohts, II. C-0005 U:.A 1-'r.Vll: v!—t:!-r'•7 1'c:Y ::t!-1:,..-w ?.ill WC0ii US Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Inlenek assumes no liability to any party, other than to the Client in accordance wrlh the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to pemril copying or distribution of this Authorization to Mane and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intenek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect Testing Standard(s): ASTM E330 (2002):EN 12467: 2000(E):ASTM E136 (2004):ISO 8336:1993 / Amd 1:2004 E):CAN / ULC S101 (2007):ASTM C1186 (2007):ASTM E84 (2011c):ASTM E84 2011b):ASTM El19 (2008):ASTM E84 (2008):ASTM E84 (2010):ASTM El19 2010):ASTM E84 (2011a):ASTM E84 (2012) Product: James Hardie Artisan® Siding Products ATM for Report 3097158; 3128317; 3133121; 3143474; 3097158; 3140071COQ-007; 3140071COQ-005; 3140071COQ-006(a), G101547645, G101663970, G102026457 ATM Issue Date: 05/10/2016 James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page I of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM Listing Section(s): EXTERIOR CLADDING SYSTEMS & COMPONENTS OTHER PRODUCTS CSI Code: 07 40 00 Roofing and Siding Panels CSI Code: 07 44 56 Mineral -Fiber -Reinforced Cementitious Panels Description: Artisan@ Siding Products are fiber -cement products that are manufactured with a nominal thickness of 518 inches, a width of 5-1/4, 7-1/4 or 8-1/4 inches and a length of 12 feet. Artisan@ Siding Products are available as Artisan@ Lap Siding and also under the product designation Artisan@ V- Rustic Premium Exterior Siding, which is available in the same dimensions but has a different edge lap design. RATINGS NOTE: The ratings granted below, where indicated for Artisan® Lap Siding, do not apply to Artisan® V-Rustic Premium Exterior Siding. Ratings achieved by Artisan® V-Rustic Premium Exterior Siding are indicated in the section allocated for that specific product variant, noted further below. ARTISAN® LAP SIDING Artisan® Lap Siding has achieved the following ratings when tested in accordance with the corresponding standards: Standard Rating ASTM C1186 Grade II, Type A, Non -Asbestos Fibre -Cement Flat heets ASTM E84 Flame Spread Rating: 0 Smoke Developed Rating: 5 ISO 8336 Category A, Class 2, Level I BS EN 12467 Category A, Class 2, Level I ASTM E119 CAN/ULC hou r Fire Resistance Refer S101 to Design No. JH/FCS 60-04 ASTM E136 Non-combustible ASTM E72 Assemblies: James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 2 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM In addition to the ratings above, Artisan® Lap Siding has achieved performance ratings in accordance with ASTM E72 as described below. System 1: The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine studs of nominal specific gravity of 0.45. It was attached by fastening through the boards at each stud 1-1 /8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 in. long installed with a pneumatic Hitachi coil nailer. System 1 results: Ultimate Load (positive) Ultimate Load (negative) 16 in. on center 257 psf 198.5 psf 24 in. on center 1264 psf 155.6 psf System 2: The Artisan® Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine studs of nominal specific gravity of 0.45. It was attached by fastening through the boards at each stud 1-1 On. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2-1/4 in. long installed with a pneumatic Hitachi coil nailer. System 2 results: Ultimate Load (positive) jUltimate Load (negative) 16 in. on center n/a 236 psf 24 in. on center n/a 1125 psf System 3: The Artisan® Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle head screws. James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 3 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM System 3 results: _--_ --- _-- _ Ultimate Load (positive) Ultimate Load (negative) 16 in. on center n/a 1160 psf 24 in. on center n/a 125 psf System 4: The Artisan® Lap Siding (5-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle head screws. System 4 results: Ultimate Load (positive) jUltimate Load (negative) in. on center n/a 1236 psfI1624in. on center n/a 233 psf ASTM E330 Assemblies: In addition to the ratings above, Artisan® Lap Siding has achieved performance ratings in accordance with ASTM E330 as described below. System 5: The Artisan® Fiber Cement Lap Siding (8-'/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nails at each connection. Sample material applied to wood framing with a 2-3/8in. by 0.113 in. diameter ring shank nail (blind)1 in. down from top edge at each stud location, and a 2-1/2 in. 16ga finish nail (face) % in, down from top edge at each stud location. Overlap was 1-1/4 in. System 5 results: q jUltimate Load (positive) jUltimate Load (negative) 116 in. on center In/a 1240 psf System 6: James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 4 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 1 1:56:22 AM The Artisan@ Fiber Cement Lap Siding (8-1/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nails at each connection. Sample material applied to wood framing with a 2-1/2in. by 0.092 in. diameter smooth shank nail (blind) 1 in. down from top edge at each stud location, and a 2-1/2 in. 16ga finish nail (face) % in. down from top edge at each stud location. Overlap was 1-1/4 in. System 6 results: Ultimate Load (positive) Ultimate Load (negative) 16 in. on center n/a 1135 psf ARTISAN@ V-RUSTIC PREMIUM EXTERIOR SIDING Artisan@ V-Rustic Premium Exterior Siding has achieved the following ratings when tested in accordance with the corresponding standards: Standard IlRating 1 - IASTM C1186 Grade 11, Type A, Non -Asbestos Fibre -Cement FlatJSheets ASTM E84 Flame Spread Rating: 0 Smoke Developed Rating: 5 ISO 8336 Category A, Class 2, Level I BS EN 12467 Category A, Class 2, Level I ASTM E119 CAN/ULC houFire Resistance Referrto S101 Design No. JH/FCS 60-04 ASTM E136 Non-combustible ASTM E330 Assemblies: In addition to the ratings above, Artisan@ V-Rustic Premium Exterior Siding has achieved performance ratings in accordance with ASTM E330 as described below. Average System Stud Panel Fastener Ultimate No. Framing pacing Fasteners Spacing Negative Wind Load_* ( psf) IF_ - I F- 0.092" Blind -nail, James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 5 of 12 Report prepared for: Pingshcng "Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM 7 Nominal x4"SPF 2+BTR lumber 16" hank' diameter X 0.222" head diameter X long corrosion- resistant nail one fastener at each stud location along tongue and groove 9.9 0.092" Blind -nail, hank one Nominal iameter X fastener at A" SPF 0.222" head each stud 2+BTR 2411 diameter X location 60.5 lumber long long corrosion- tongue resistant and nail Igroove Nominal x4" S P F 2+BTR lumber ith 7/16" 0.090" OSB shank Every 6" sheathing diameter X c and 0.215" head 9 fastened 4, diameter X'/ 2 pacing along189.4 with 3 in. 1" long 10d corrosion- tongue and common resistant groove nails ring -shank paced 4 nail in. o/c on perimeter and 8 in. c in -field No. 11 ga. X 10 Nominal x4" 16„ 1-3/4" long Bliinnd-nail, fastener at 129 DF-L roofing nail, each stud blind -nail location No. 8 x 1.25" long x Blind -nail, 0.375" one HD ribbed fastener at James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 6 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM Nominal wafer head ach SPF 11 x4" SPF 16" screws, furring 162 blind -nail on 3/4" thick 4" by 3.5" hick x 3.5" ide SPF ide SPF urring) urring 0.1001, hank x 1.5" Face- 12 0 GA 16„ long x„ nailed at 20 Steel 0.250 HD each stud ET8tF pin; Face -nailed 0.100" hank x 1.5" Face- 13 0 GA 16„ long x" nailed at 128 Steel 0.313 HD each stud ET&F pin; blind -nailed 0.092" Face -nail, hank x 14 Douglas 16„ 222" HD x one fastener at 67Fir2"x4" long each stud iding nail, location Race -nail 0.092" Face -nail, hank x 15 Douglas 4„ 222" HD x one fastener at 176 Fir 2"x4" long each stud iding nail, location ace -nail James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 7 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM Party(s) Authorized by Party(s) Authorized by Other Parties To Apply Manufacturer To Apply Mark: Mark: None James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337, Chad Diercks 909-356-6366 909-427-0634 chad.diercks@jameshardie.com / Marko.Suput@JHResearchUSA.com James Hardie Building Products, Inc. (Cleburne) 820 Sparks Drive Cleburne, TX 76031 , Judy Owens 972-923-536 judy.owens@jameshardie.com James Hardie Building Products, Inc. (FL) 809 Woodrow Wilson Road Plant City, FL 33566, Ryan Storey 813-707-5300 ryan.storey@jameshardie.com James Hardie Building Products, Inc. (IL) 17 Unytite Drive Peru, IL 61354 , Brian Christiansen 815-220-3060 815-220-3087 brian.christiansen@jameshardie.com James Hardie Building Products, Inc. (NV) 3000 Waltham Way McCarran, NV 89434, Signe Judge 775-355-3046 775-355-3099 signe.judge@jameshardie.com James Hardie Building Products, Inc. (VA) 1000 James Hardie Way James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 8 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM Pulaski, VA 24301 , Austin Knies 540-878-1844/540-522-3959 540-994-1999 austin.knies@jameshardie.com James Hardie Building Products, Inc. (WA) 18200 - 50th Avenue East Tacoma, WA 98446, Doug Cech 253-875-2384 doug.cech@jameshardie.com James Hardie Building Products, Inc. (Waxahachie) 2425 Highway 77 North Waxahachie, TX 75165, Judy Owens 972-923-5336 judy.owens@jameshardie.com James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 9 of 12 Report prepared for: Ptngshcng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 1 1:56:22 AM DRAWING INDEX JH/FCS 60-04 James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 10 of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM JH/FCS 60-04 Division 07 - Thermal and Moisture ProteclionPage 1 of 2 07 46 00 Siding 07 46 46 Fiber -Cement Siding James Hardie Building Products JH/FCS 60-04 HardiePlank® Lap Siding, Prevail® Lap Siding, HardiPlank® HZ5 Lap Siding , Artisan® Lap Siding, Artisan® V-Rustic Premium Exterior Siding and PreToneTM Plank Siding Load -Bearing Wall Assembly, 70% Design Load 1. Wood Studs - Nominal 2 in. x 4 in. solid sawn wood studs located 24 in. on center (oc), with two top plates and a single bottom plate. 2. Gypsum Wallboard, Side A - 5/8 in. Type X gypsum wallboard, oriented vertically and fastened with 1-3/4 in. cup -head gypsum nails, spaced 7 in. oc at board edges and in field areas, or 1- 1/2 in. Type S drywall screws, spaced 8 in. oc at board edges and in field areas of boards. Gypsum Sheathing, Side B - 1/2 in. Type X or 5/8 in. Type X gypsum sheathing fastened with 1-3/4 in. long roofing nails spaced 7 in. oc. Sheathing edge joints shall be staggered from those on opposite sides of the wall. 3. Insulation (optional) - R13 glass fiber ball insulation. Ontertek Testing Services James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 1 I of 12 Report prepared for: Pingsheng Zhu (James Hardie Building Products, Inc.) on 5/10/2016 11:56:22 AM JH/FCS 60-04 (page 2 of 2) Division 07 - Thermal and Moisture ProtectionPage 07 46 00 Siding 07 46 46 Fiber -Cement Siding 4. Furring (optional) - Min. 15 in wide by 3/8 in thick furring (Wood: Min. 0 42 s g.; Metal, Corrosion Resistant Min. 20 GA 33 ksi metal hat channel, z-girt or u-bar). 5. CERTIFIED MANUFACTURER: James Hardie Building Products Inc. CERTIFIED PRODUCT: HardiePlank® Lap Siding, Prevail® Lap Siding, HardiePlank® HZ5 Lap Siding, Artisan® Lap Siding, Artisan® V-Rustic Premium 2of2 Exterior Siding or PreTonelm Plank Siding. Fibre Cement Exterior Siding, Side B 5/16 in. thick HardiePlank® Lap Siding, Prevail Lap Siding, HardiePlank HZ5 Lap Siding, Artisan® Lap Siding, Artisan® V-Rustic Premium Exterior Siding or PreToneTM Plank Siding applied horizontally with a 1-1/4 in headlap and fastened with a single 6d corrosion resistant common nail driven through the lapped planks at each stud location. Please refer to the James Hardie HardiePlank® lap Siding, Prevail® Lap Siding, HardiePlank® HZ5 Lap Stdmg, Artisan® Lap Siding and Pre Tone m product certification listings on www snec- drrect coin for the current Design Listing information. This is an uncontrolled copy Ontertek Testing Services James Hardie Building Products, Inc. 128273 1 Rev: Dec 28 2015 10:04AM I Uncontrolled Copy Page 12 of 12 MIAMI-DADEIN MEW DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMi-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/economv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseive the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artisan Lap Siding APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4, prepared by Ronald 1. Ogawa, P.E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and sealed by Ronald 1. Ogawa, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMTNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-0517.05 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. MRlcar, P.E., M.S. f f f NOA No. IS-9122.03 ExpirationDate: 10/02/2018 Approval Date: 04/16/2015 0411; l2 O / s Page 1 James Hardie Building Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0514.11 A. DRAWINGS 1. Drawing Aio. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4, prepared by Ronald I. Oga va, P.E., dated August 07, 2008, last revision 41 dated August 27, 2008, signed and sealed by Ronald 1. Ogmva, P.E. B. TESTS 1. Test Report #MID3137643-01, by Intertek ETL Semko, dated January 30, 2008, per TAS 202 and TAS 203, signed and settled by Rick Curkeet, P.E. 2. Test Report #MID3137643-03, by Intertek ETL Semko, dated April 16, 2008, per TAS 202 and TAS 203, signed and seated by Rick Curkeet, P. E. 3. Test Report 43097158-009B, by hitertek ETL Semko, dated A,16y 04, 2007, per Acceptance Criteria for Fiber Cement Siding used as Exterior Kill Siding, signed and sealed by Kai Kooner, EIT. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miand-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Test Report #3099611 SAT-001, by Intertek ETL Semko, dated ,hone 28, 2006, per ASTME84-05, Sutface Burning Characteristics of Biilding Materials, signed by C. Anthony Penaloza, Flammability Testing Team Leader. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0517.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Aliami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 4 iy A. Makor, P.E., M.S. Product Control Uult Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E - I James Hardie Building Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Florida Building Code, 2014 edition, compliance letter issued by R. L Ogalva & Associates, Inc., dated March 17, 2015, signed and sealed by R. I. Ogawa, P.E. g-. //t H616y A. Maker, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E-2 as camp! Building By I Stud SPadrg at IV O.C. Bt—, ptt+t Hour!! i T'ATE ' v AL r1%Ilfllllill .. REVISED B *--_i W 1401=w. Edge Oa rsoe g K ti Lin. utido WALL SEE MAIL SW thkslt 15 pry A APA rayed PV00od Nets os+roeka pmrk tasionhrea end oSBt nhrrs rhrr: arowh far sheplhlre tntenedtowoad rinds i : as OD°Yz ^ vviL'r n r_ Big Code Z-- C Sj 1a Nolwlurx W 1411411 Costal Artt=a Lap SkArV 1-7C m0 X Sw dit I — j 3la" b**Mm Woe Olsfon _ NaZs at 1Ei OA. (typ.) ITo /T_ 0 U 03 OgLA SW 1h1xk1 S ply APA rated plywood shoeij*W shag be attached to the studs In a000 don= "VIthe IQit: o t p Florida 603dtig Code, with iAedrrr mmaaX t• long ribbed Wale had screws. apaood a enwdasm of 6 inc hes an cancer song the Perirtieeerand a Cont nhahrirrurm d 12 Lsdnrs on center along the hemunlats sappares.. The eWosed ftl ener shoe be a rrdn mm 0. 075• hank X 2' long conraeton resislant finish rmetalstudreal 0=0 avcr mcbt winks, The eoposed fassonm shod be placed In the irravtalapplrgareaaPllflwdnaeX7Whornthe1 p t bodurn edge of 7ne avedspyirg plank b t o. The concealed t siener shall be a mimirroum 1 1 7S v e. Na Z;18, 0.975' head dlomatra X 1/.• bop• bugle head screw vier meW stub. The o=WISd fsstenershad be fastened sr through the afP edge of a coaoealeQ fastener b the O Q shall positioned 1' doNm fan ttm plinks top edge in such a may the the twarlor Is logy concealed by the and 11s urlrrr/ c= xWofAbnk w screw Ad 3 W threads v1ttmore&y..a,., t, Iva 4 p;. S L-- Artlsars®Lap Sidag r y jpdL$ VVeetheepmeftq per 2121.62 of FWft Budding Code Yt tZCbZ •t,N Slti" thicklSplyAPAratedpfyweod sheaenIng lammed aaowding b Mine Fla 4 Bucking Code Ibynhtht\\ ltaga,Namthal2'X6'LtetalCrsbbd oFfwnnn Arftang Lap Si*n9 tnatetial is a nonasbestos 2w-cenrent Product•testr d in accordance wllh ASTM C1186 Grade IL Type A and meeting the requiresmenes of the Florida Building Code. PJAXKD_ Mffi SIONS Width Length TtNdtrsess s B-M, 17 5/8" instlilladon Wood Seuda Ptessese Impact Resistart— Planks 61sft over W tliidc 15 Ply APA rated plywood sheathing AL3Ai. T3.ETA_ 0 All instaltation;tined be done In c>tn wwioe wtlh this Notioe cfAcaepta=, the fMmdacttaer's $1»i0tion and the appFimble sections of the Florida 8 A&v Code Metal studs; where Ar6sBW Lap Sidaig w01 be installed shag be designed by an t..mineer or Amhtea per the FloridaBrakingCodecullthe :et)jmmenls of this N.OA i' tarft shag be aPPW h0rt y rzetnenong from the botlrrts csotase of the \hag with 1-W wide laps at the top oftheplankThe " e, and groove vertical joints must 0=rl,4" eft A4 do not nary weir 2 bid hes cf eorgue and groove. The Planks shall be installed over 51V thick / 5 * A0A robed plywood st+eaaiin9 supported by a ernirrm of 18ga, Nominal 2" X 6' Metal Crasds spaced a acw6r an of 161 O.C. The siding shag be tastened over the studs with a corroina5m of both tonoealed and tags The concealed Ustener shall be a minhun No. 64& 0.375" tread damoter X 1 i:• long bugle head screw ace metal skids. ("or scow shall have at least 3 fug threads penetrating mall frarnirg) The evosed Uftner shad be a minimum 0.075• shank X 2' long corrosion resistant metal sled finish twig (poi) overmetalskidsThe oonoealed tasterier shall be fastened through the top edge of a siriple pb* the concealed fastener stud be positioned I'down from the pta Ws asp edge In mic h away riot the fast oner is fully conew by the neia course of plank The fastener stall be Placed in the ovedappbv area apprmdnately%' hum the bottom edge of the overlapping PbnX Both eanoealed and eked 1hsteners Vial be s 7- O.C. veft* aid IS- O.Q fttw * baconhetal studs through W !hilt 15 ply APA'rated plywood sheWrgl. A bsomw edge distance of •% shad always be observed 5W thick 15 ply APA rated plywood shegg log shag be attached b the sRads in a=mtar 0e with the Florida 3uitdng Code, with minanum ve X 1" long robbed bugle head screws spaced a marina¢» of 6 inches; an cesbr along the perimeter and a mabdmum of 12 i , I P s on omtr along the i nterrnedhate stcoorts. Artisans® Lap Siding (Metal Shads) This drawing and the oopydght therein are the property of tte named compariy and aeoondln* the drawing must not be topled or reproduced in any matenlaf loan whatsoever and must be rehaned with Quotation and an eaampleton of Job r¢ I FSCK NO I OLYG No x wa. ro srmm.m' A hibmil DodoHDA A?dmL aSkliw 0a.60.vad Creator: C. Diert*s SCALE 1!2"= 1'-0' Date: 817/2008 SHW, 1 OF 4 6.00irh FRODUC; REVISED I as cam Witt: the Florid:: i Buldceg Cock Accpt=cc No , O Z Z. Dzw g i By At 1200in. lt 4 . •i A a 4Pizf-ad , NOMINAL 18 GAUGE 2" X 6" STEEL STUDS 18" O.C. FASTENED WITH NO.8 X 1" LONG BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) E NOMINAL SW THICK! 5 PLY APA RATED PLYVWOD SHEATHING FASTENED WITH 08 X V LONG RIBBED BUGLE HEAD SCREWS, AT 6" O.C. AROUND THE PERIMETER AND 12" O.C. WITHIN THE FIELD S Q,QllLG, PLANKS OVERLAP 1-Y4 THE EXPOSURE IS 7• THE PLANKS ARE BLIND SCREWED WITH NO.8-16, 0.375" HEAD DIAMETER X v.' LONG CORROSION RESISTANT BUGLE HEAD SCRZNS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREVh61" DOWN FROM THE TOP EDGE OF THE PLANK AT EACH STUD LOCATION THE PLANKS ARE FACE NAILED MATH 0.075' SHANK DIAMETER X Z" LONG CORROSION RESISTANT METAL STUD FINISH NAM% PLACE FINISH NAILS '/." UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) cladem i Frarrhr'g i SheWm9 i be Flow-3 0517.05 41 r Artisan® Lap SZdmg (94etai Studs) This drawing and the copyright therein are the propedy of the named cwWany and accordingly the drawing must not be copied or reproduced in any nhaserial form w mboever and must be rewmed with quotation and on completion of)ob mn CkA— Creator. C. Dlerdm SCALE 1• =1 • Date: &72008 stm T 2 OF 3 stud sprang WALL at 16- O.C. B i wmc area ro mron -A 0.5E I80wws as V+own ar deny 1-0 j r c°hPlying FaclidwittytheWILL LIGHT r t . 1 Atxe ace No o i i,Vf • 4- CoT.CAIA 712: 111,111tt11t,1 B <--' 3W hfinartton Edo, Distance sal: Sr thick 15 ply OETAILA APA rotsd plywood r bastened to woodt stets weat-Vreoftrq per 2121.62 of Fbdod tkdldrg Code S rxcsP-Fwadb VA Sub AIdbane Lap Siding 11:' top X 5ff thldr I Iterter strip t ab al te' o.O. eyp.) s/r tdott-9doe; c I-- SW nick 15 pty APA rated pkwooa 3hWa mp Shell Q916IL A be stbched to the slab in a=mVgnm with Ire Fladda Building Code, with minimum ad 8•Vr long boor nods spared a nmdmum cf 6 bod on omw ANV the Pmkfwau and a agodmum of /2 arches on 0 b -IOmrkW along the intemuxilate scppoft The c•>opased tsstew slap be an ad. 2- W long oorrcem tesisom, fwtm rag over woodsbudt. The eegosad fasmnar snae be ptaeed to c pplo9 area apply w from the bottom odge of the 1PP Lek c- The axwg wt&W shag be an ad, h m t' c n d t ZZff long cwmsbn r *bbknt ring l / shank box read ovcwood studs. g _ The concealed fssgww z o be USM-d through do IDP edge of aGaC -C i i single Plante thethe conceded tasterher hip be portioned T down from to PWnW3 top edge In such a way that the amoealedbythenW d plonk 0 Artisene Lap Sicang s A LW-therproofins Pre m21.6.2 of Pbrids Ei W thldk/ 5 pry APA rated plywood sheeding falmned smmdbv bh the Florida Bultdreg Coda 1ij L r x s' S42-F Wood Sbedb IDUQCT D i Artisen® Lap Siring male" b a nonasbestos fiber-aemene producttested In accordance with ASTM C1186 Grade R. Type A and meeting the requirements of the Florida likulding Code. PLANKt7lfMw MM VAM Length Tihi imm S 8-Y.• 17 S/8' DeRGH t>1WORE IZATm autaaasan Wood Surds Pressarre Impact ResLia nt- Planks installed over SW thkk 15 ply APA rated * y d sheathing ABlSSAfdm i..1_i f(' LST e r sT1DN pEiAg,C . All In:4.7llagon SrW be done In crrOonr mewilh this Nobue O?Acoeptaroe ft rnanuiaftraeS jnstabSon r eoonuaeltdaooru, crud the aPpGcabte seo5= of the Florida B uldssg Coda vllood studs where ArdsarO Lac, SkwV wE be installed WW be designed by an Engnee;r or Atetdtect per the Florida Suldag CodeandtherequirementsofoftmoxPunksshag be applied h=U-t lly cmwnmcM from the bottom course of Use wad mouth I-W wide Baps at the top of the plankThetongue and groove vertical j0%M must ocav 4' off stud, do not nail wrhhin 2 ircehes of tongue and grove The OmIksshagbeist&-d over SW thick / 5 ply APA rated plywood sheathng supported by a ndninwmc,ef2jW F woodstudsweedamacdmeonof16, O.C. The Siring shall be hastened over the studs with a combination of both concealed and tastenem. The oonoraled bsmw Shag be an 8d, 2-W long corrosion resistmrrt ring shank box trail over wood studs. llhe exposed iaMw shall be an ad, 2-Ya long corrosion resistant garish nil over wood sods. The CMOealed tnMw shag be fastened through the top edge of a single OmIC the concealed farstefw shag be positioned 1• down from the plaWs top edge in such a way that the fastvw is fully concealed by the next OpntSe of The woosedp shall be dated In the ovtrlappircg area apprabkimatdyoverlapping SC fromthebottomedgeoftheBothconcealed and exposed fasteners shag be s 7' O.C. vrrk* and 16" O.C. hormontavy tmo wood studs through SW *udc15pryAPAratedplywoodsheathingAfastener edge distance of?shall always be Observed SW thick / 5 * APA rated plywood sheathing shag be altadced to the studs in aorndance with the Florida 8caidrg Code, withnh *-wn ad 2.3f8' long box nails speed a amorkmm of6 kc her an oentc'along the perimeter and a madmum of12inchesOncenteralongtheinlemcedatesupportsama+. rr rrwuhhsv Alf w* UP -%*xJ (Wood Sods) This dra% VbV and the copyright ehereirt arc the property at go .Say Con pang and acoordingy the drawing must not be copied or reproduced in any inak io harm whatsoever and must be restored with quotation and an comptedoa of jab w®•meu. A I Ntmri 010o NG-Arbmh taP$WV-20ob4W.vaa Creator. C. Dierdcs SCALE Date: 81Tr2M SHEET 3 OF 4 6 E FE,MA NG, NOMINAL Y X 4' S-P-F WOOD STUDS 16' O.C. FASTENED WIH 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION] NOMINAL SW THICK 15 PLY APA RATED PLYWOOD SHEATHING FASTENED WITH 2-= LNCH 8d COMMON NAILS. AT 6' O.C. AROUND THE PERIMETER AND t2' O.C. WITHIN THE FIELD 9"-QM PLANKS OVERLAP 1- 4 THE EXPOSURE IS P THE PLANKS ARE BLIND NAILEM WITH A 2-W CORROSION RESISTANT COMMON RING SHANK NAILS. 1' DOWN FROM THE TOP EDGE OF THE PLANK AT EACH STUD LOCATION THE PLANKS ARE FACE NAILED WITH VSC CORROSION RESISTANT FINISH NAILS, 3W UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Aftang Lap Sdeg (Wood Studs) Th's drawing and the copyright t reW are the properly of the named Company and 1 accomin* the draMng must not be x 11- or reproduced In any material form whatsoever and must be returned with Quotation and on Completion of job am FSCM NO a" NO Re Ism 6• w ® 4•. • e. A Mtwg Daft WA -Aeon LapSldi 300687xa0 t Creator. C. Diwide SCALE 1• =1'-0' Date: 8/7l2005 Twu 4 OF 4 Used for Florida Product Approval FL10477.1 Artisan° Lap Siding For use inside HVHZ: o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.03. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Artisan Lap Product Listing. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. artisan JamesHardie artisan "m16, lap siding INSTALLATION REQUIREMENTS visitwww.artisanluxurycomfor the most recent version. artisan JamesHardie EFFECTIVE AUG 2011 IM IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE LIMITED PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONETm APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING Store flat and keep dry and covered prior to installation (fig. 1). Installing siding wet or saturated may result in shrinkage at joints. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. When working with Artisan* siding and trim products, carry the product on edge. If only one person is carrying the product, hold it in the middle and spread arms apart to better support the product (fig. 2). If two people are carrying the product, hold it near each end and on edge ( fig 3). Do not lift or carry Artisan products flat (fig 4). tiro r4UNE 1 ,VNE CUTTING INSTRUCTIONS - OUTDOOR 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Better: i. Dust reducing circular saw equipped with a HardieBlade` saw blade and HEPA vacuum extraction NEVER use a power saw indoors to cut Artisan siding and trim products NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark NEVER dry sweep — Use wet suppression or HEPA Vacuum NIOSH- approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.artisanluxury com to help you determine the most appropriate cutting method for your job requirements If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. INSTALLATION FrGunE 5 ni.n.nwl ., I.- - ....... Int ensure a consistent plank angle loundation wall" ullu Mill. Mall wuln Apply caulk in accordance Mndl caulk manufacturers written application Instruction,. Wamin : Avoid BruMing Silica Dust James Hanle• products cordain respirable crystalline silica, which is known to the State of Cabtomia to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from sane occupational sources. ealhing excessive amounts of respirable silica dust can also rouse a disading and potentialq latal lung disease called silicosis, and has been linked with other diseases. Some studies wggo smolung may increase these risks During installation a handling- (l) work in outdoor areas with ample ventilation, I I use fiber cement shears la ctxting a, where not feasible, use a HardiebladeTM saw blade and dust -reducing cuculai saw attached to a HEPA vacuum. (3) warn others m the immediate area: (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g N-95) in accordance with applicable government regulations and manufacturer instructions to further fimd respirable sllka exposures. During dean -up use HEPA vacuums or wet deanup methods -never dry sweep. Fa further information, refer to our installation instructions and Material Safely Data Sheet available at www.jameshardie.com oT by calling i-800.9HAh01E (1-BUD-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SDO50905 g11111ti4 - Ylle 1/11 GENERAL REQUIREMENTS y 10. Artisan®lap can be installed over braced wood or steel studs spaced a maximum of 24" o.c.. Irregularities in framing and sheathing can mirror through the finished application. Artisan lap can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordan%with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewrap, which complies with building code requirements. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10 . Do not install James Hardie® products, such that they may remain in contact with standing water. / Artisan lap butt joints are not required to land on stud. Do not nail within 2" of tongue and groove at end of planks. 1 James Hardie recommends cutting tongue or groove off when butting into trim boards (fig. 6). i Artisan lap requires a trim thickness of 1 1/2" for proper aesthetics. Artisan lap may be installed on vertical wall applications only. remove tongue or Must follow all clearance and details below. groove when a Correctohoctt For larger projects, including commercial and multi -family projects, where the span of the wall is significant in butting trim length, the designer and/or architect should take into consideration the coefficient of thermal expansion and rerun 6 moisture movement of the product in their design. These values can be found in the Technical Bulletin Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. CLEARANCES & DETAILS DO NOT use stain on James Hardie° products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100%acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. Install James Hardie• products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 7). Maintain a 1 %2" minimum clearance between James Hardie • products and paths, steps and driveways (fig. 8 and fig. 9) At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1 %2" minimum clearance between the roofing and the bottom edge of the siding and trim (fig. 10) Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap (fig. 11). Maintain a minimum 1" gap between gutter end caps and siding & trim (fig. 12). When ending Artisan lap at the bottom of a window or at the top of a wall, a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle. Also when cutting Artisan lap around doors, windows, or other horizontal trim applications, an additional starter strip maybe necessary to achieve proper plank angle (fig. 13). Install kickout flashing at roof -wall junctions (fig. 14). water -resistive stud barrier i concrete foundation bandnail min. ArhsW lap FIGVRr 7 FIGURE a siding Do Not Caulk 4114- gap t iF' --"- flashing FiGURr 11 siding water - resistive barrier deck material 2- min. tf flashing joist ledger FIGURr 9 001, water -re! barrh gutter r end ca fascia 000 p-, misidg F iGURE 12 FFGuRr 13 Fiami 10 flashing starter strip Z trim board flashing KICKOUT FLASHING I lep flaCn N4 iBecauseofthevolumeofwaterthatcanpourdownaslopedroof, one of the most critical flashing If adhmembrdetailsoccurswherearoofintersectsasldewall. The roof must be flashed with step flashing.dheringWheretheroofterminates, install a kickout to deflect water away from the siding. ein raveItisbesttoinstallaself -adhering membrane on the wall before the subfascia and trim boards are shinnailedinplace, and then come back to install the kickout. To prevent water from dumping behindthesidingandtheendoftheroofintersection, install a "kickout" of sufficient length and angle todrip edgedirectthewaterrunningdowntheroofawayfromthesiding (fig. 14).1 water- F U.-RE 1a ba 1 The illustration (figure 14) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information visit www.ilconline.com. ART1104 -P2/8 8/11 JOINT PLACEMENT & TREATMENT JOINT PLACEMENT Artisan° lap butt joints are not required to land on stud, it is recommended that butt joints be placed 4" off stud (fig. 15). Do not nail within 2" of tongue and groove at end of planks. stud i nailing24' — r line o.C. max. water-resistive r- barrier recommended 1 1/4' mini 4" off stud fad overlap C r blind nai 1 FIGURr 15 JOINT TREATMENT Install factory finished tongue and groove edges together at butt joints using Joint Flashing (fig 16). Joint Flashing oint flashing" Artisan' lap F iGUNc 16 ARTISANTm ACCENT TRIM Artisan lap requires a trim thickness of 1 1 /2" for proper aesthetics (figs. 17 & 18). Maintain a minimum 1 " -2" clearance between Artisan Accent Trim and roofs, decks, paths, steps and driveways. Maintain a 1/4" clearance between Artisan Accent Trim and horizontal flashing. 21/2" minimum 16 ga. finish nails may be used to attach ArtisanTm Accent Trim to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2" from the edges of the trim and for all other fasteners no closer than 3/4". Fasteners must be no closer than 1 " from ends of trim and spaced a maximum of 16" o.c. Ensure trim is adequately fastened. Note: James Hardie" recommends installing trim boards so that seams are not visible from the front facing or street curb view (fig. 17). Flashing is required over all horizontal protruding and exposed trim. 1•-1 1/2-"'1 1 view using Artisan - top Accent Trim 1 front racing trim board i (see note above) 3 )/2' FIGURr 17 Artisan"' r Accent Trim n Artisan - Accent Trim 22.5" - 45" weather cut FIGmE 18 Board Width Pre -built corner Site Built Corners Other areas (e.g. window trim, band boards and fascia) 4„ 1 nail every 16" to attach boards together + 2 nails every 16" each board 2 nails every 16" 2 nails every 16" 6„ 1 nail every 16" to attach boards together + 3 nails every 16" each board 3 nails every 16" 3 nails every 16" As required by local building code. ART1104 -P3/8 8/11 Arm'v wi CONCEALEO FASTENING TABS For Corners, Band Boards, Windows, and Door Applications: Artisans Accent'~ Trim boards with Back Grooves can be installed with Flat Tabs (JH sku no. 280154) and Corner Tabs (JH sku no. 280155) which provide concealed fastening. Only Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening. Additional framing may be Step 1: Attach Flat Tabs to the back side of the trim using four(4)18 ga. 1/21 x 1/4"W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than 1 /2" from trim edges using a pneumatic staple gun. (Figure 1) Step 2: For wood frame construction, attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs (Figures 2 & 3) '. ET&F or equivalent fasteners may be used to attach the Flat Tabs to steel frame construction. (Figures 2&3) Fastener spacing will vary based on application. Refer to fastener table on page 4. Refer to specific sections in these Instructions for required fastener spacing by application (window, band board, etc.) Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim— Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim- tabs shall not come in direct contact with ACO or CA preservative -treated wood. Refer to the General Fastening section of this document for further information. MIn 2) t Mm 1 rT Fasten 4 stapes to the center of the nailing ridge. HardieTrim"' Flat Tab HardreTrimT"' Flat Tab Figure 19 TRIMMING CORNERS Fasten HardieTnm Flat Tab to minimum 7/16" 0S8 with min 2. 6d siding nails 0 Figure 20 Artisans Accent- Trim boards with back grooves are installed around comers by pre -building the comer off the wall with the Confer Tabs (JH sku no. 280155) Attach HardieTrim Corner Tabs to the back side of the trim using eight(8) - 18 ga.1/2% x 1/4"W narrow crown corrosion resistant staples using a pneumatic stapler. Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards. (Figure 4) For wood frame construction, attach the trim to the building with 6d siding nails fastened through the Corner Tabs. ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 22) Attach a HardieTrim Corner Tab 1" from each ends and every 20" o.c. TIP- Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 24) Use 4 staples per Fasten 2' x 4" Corner studs timber blocks 4. piece Of Iritn IO ,i Comer Tabs \; I to a work bench HardieTrim*" t, fasten the L-shaped Corner Tab tab to the pre -built — r corner Use the hail Q Q 22 6° - line on the C.,weatherr cut tabs as a guide Figure 21 Siding nail Corner Tab Artisan Fasten 2" x 8" stud Figure 22 Figure 23 Figure 24 Accent Trim to the timber blocks Artisans Accent Trim boards with back grooves can also be installed directly to the building (fig. 25) around corners using 2-1/2" long minimum 16 ga. galvanized finishing nails every 16" o.c. Note: The 51 /2" trim boards can only be installed directly to the building when used for corners. 2-1/2" Finish nail Figure 25 ART1104 -P418 1/11 TRIM APPLICATION FOR WINDOWS, DOORS OTHER OPENINGS Trim the opening prior to the installation of the siding (Figure 26). Place a Flat Tab at the end of each trim board and one tab every 16" OC. Attach the trim boards and Flat Tabs around the opening as shown in Figures 26 and 27. Figure 26 Side trim pieces go to the top of the window Flashing needs to be tucked under the water resistive barrier and over Do not caulk between the the Flat Tabs siding and the flashing Water -resistive Barrier 1/4"gap I / Figure 27 Header piece spans the window including the side trim pieces. Bottom trim piece is the width of the window NOTE: Follow your window/door manufacturers installation instructions. BAND BOARD A flashing is required over the trim and HardieTrim- Flat Tabs. (Figure 28) Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the comers of the building. Place a HardieTrim— Flat Tab at the end of each trim board and one tab every stud at a maximum of 16" o.c. The HardieTdm," Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (Figure 30, 31). Use 16 ga. galvanized 2" long finish hails to ensure proper fastening if needed. Fasten 4 staples to the center of the nailing ndge HardieTrim' Flat Tabs 16" o.c. max Figure 30 0 o HardieTnmT" Flat Tabs o 0 00 16" o c max LFigure 31 Figure 32 Flush Flat and Corner Tabs Flat and Corner Tab Siding nail Do not Only use staples to attaches tab under fasten Flat and Corner Tabs to the wall drive nails to the trim boards. Refer to your paint manufacturer tot washing and recoating requirements related to paint performance. 1/ 8" caulked gap is left between Figure 28 siding and the side trim pieces. Figure 29 Weather - resistive barrier Sheathing III I _ Artisan* Lap Siding Blocking Flat Tabs 1/ 4" gap Do not caulk Flashing Artisan Accent Trim Board Caulk ART1104 - P5/8 1/I1 M716F GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie• products. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5." PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should tit snug against siding (no air space) (fig. A). r'Adisan Lap and Face Na1Ung Artisan Accent Trimrr Figure 26 Do not over -drive fastener heads or drive at an angle. If fastener is countersunk, caulk fasteners hole and add a nail(/ig. 8) Flush HardieTrim' For wood framing,under driven fasteners should be hit flush to the plank Flat and Corner Tabs O^ with a hammer (For steel framing, remove and replace nail): HardieTrim' 1 ' Do not use aluminum fasteners, staples, or clipped head nails on . Flat and Artisan Lap or when face nailing Artisan Accent Trim. Corner Tab only use staples to fasten Use the nailing line provided on the board for proper nail placement. siding nail attaches Do not under HardieTrim'" Flat and Corner tab to the wall drive Wads Tabs to the trim boards FASTENER REQUIREMENTS FIGURE 34 1 min. W.' overlap l DO NOT USE NAIL LINE AS LAP LINE water -resistive barrier FIGURE 33 BLIND NAILING (required) Wood Framing Sidin nail (0 nw, shank x 0 221" HD x 2 1/4" long) stud ' 24• nailing line O.C. max. water -resistive barrier _ C. DNOT USE blind nail I 1 11/4-ml I 0 overlap I 1 _ I O I 1 I 1 water -resistive barrier g Proper nail placementSteelFraming Ribbed Bugle Head screw (No. 8-18 x 0.323" HD x 1 5/8" long) • Do not nail within 2" of tongue and groove at end of planks. Use the nailing line provided on the board for proper C21111I IIING A PAINTING nail placement. For best results use an Elaslomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions or ASTM C1193. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. James Hardie recommends the use of flat paint on Artisan DO NOT use stain on James Hardie° products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifica- tions. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. Refer to your paint manufacturer for washing and recoaling requirements related to paint performance. ART1104 -P6/8 1/1) y ro. CARE & MAINTENANCE As a guide, it is recommended that normal maintenance tasks shall include but not be limited to: Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.' Re -applying of exterior finishes.' Maintaining the exterior envelope and connections including joints, penetrations, (lashings, and sealants (caulking) that may provide a means of moisture entry beyond the exterior cladding. Cleaning out gutters, blocked pipes, and overflows as required. Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. Ensuring required external ground clearances and drainage slopes are maintained. Warning: High pressure water blasts (e.g. pressure washers) and sand blasting will damage the surface of fiber cement. James Hardie does not recommend these methods of cleaning. Low pressure water spray, or a medium bristle (nonmetal) brush are more suitable for cleaning fiber cement products. COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, Includes 5% waste factor. Artisan® lap widthCoverageArea Less Openings Plank Width 51/4 71/4 81/4 1 SO = (100sq. ft,) Exposure 4 6 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: Artisan' lap complies ASTM C1186 in so doing meets the Fiber-Cemenl Siding code requirements in the 2006International Building Code' Section 1404 10, 1405.15, and 1405.17.2, and the 2006 International Residential Code° for One- and Two -Family Dwellings Table R70.4 and section R703 10.2. Supplementary code compliance details are found the Arlrsan' lap Code Compliance Sheet. RECOGNITION: RECOGNITION, HardieTrrm" boards may be installed as an equal alternative to conventional trim permitted for use in; the 1997 Uniform Building Code, Section 501.5.5. the 1997 Standard Building Code, Section 1404.1, The 1999 BOCA National Budding Code, Section 1407.2.2, 2003International Building Code, Section 1402.1, the 2D03International Residence Code for One - and Two - Family - Dwellings, Section R703.1. the 2003 Irdemational Residence Code for One - and Two - Family - Dwellings, Section R703.1. and the 19981nlernational One -and -Two -Family Dwelling Code,Secbon 601.1. ART11D4 -1`7/8 1/11 FASTENER TABLE lte Application Framing Material Fastener Fastener Max lab Spacing Tab rs Waded into tab to framing) lab to NT3 trim) inches on center) Wood Stud One 6d corrosion resistant siding nail minimum G=0 42) installed through center of flange into framing Four 18 ga X 1/2' Minimum APA rated Two 4d ring shank corrosion resistant sidingnails equal spaced installed long X 114' wide corrosion resistant i 6 Flat Tab 7/16' OSB through flange into framing crown staples, equally spaced in One No. 8 X 1' long X 0.323' head one row Minimum 20 diameter screw (corrosion resistant) gauge steel installed through flange into framing Wood Stud On each flange, Install one 6d minimum G=0 42) corrosion resistant siding nail through flange into Irarnrng FOr C@Ch prBc@ 01 trim, install Four 18 Minimum APA rated On each flange, Install two 4d ring ga X 1/2' long X Corner Tab 7/16' OSB shank corrosion resistant siding nails 114' wide Corrosion 20 through flange into framing resistant crown staples, equally On each flange, Install one No. 8 X 1' space in two rows Minimum 20 long X 0.323' head diameter screw gauge steel corrosion resistant) through flange into framing Wind - Borne Debris Region- "Supplemental fasteners may be necessary when Installing tabs in a Wind -Borne Debris Region, please call Technical Services 800.942.7343 with any questions." 2011 James Hardie Technology Umiled. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. The Artisan logo is a trademark of James Hardie Technology Limited. artisan JamesHardie Additional Installation Information, Warranties, and Warnings are available at www.artisanluxury.com ART1104 - P8/8 3/11 EREEPOWbEMMMEIM MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MiAMi-DADE COUNTY PRODUCT CONTROL SECTION 11305 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wsvw.miamlaade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artisan Lap Siding APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4, prepared by Ronald 1.Ogawa, P.E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and sealed by Ronald 1. Ogawa, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA munber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-0517.05 and consists of this page 1, evidence submitted pages E-1 8c E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. MIAMwADECOUNrY H NOA No. 15-0122.03 Expiration Dnte: 10/0212018 Approval Date: 04/16/2015 Old ll6 A 0 1 S Page 1 James Hardie Buildine Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0514.11 A. DRAWINGS 1. Drawing No. 2008-8-7. vsd, titled " Artisan Lap Siding ", sheets I through 4 of 4, prepared by Ronald I. Ogaiva, P. E., dated August 07, 2008, last revision 41 dated August 27, 2008, signed and sealed by Ronald 1. Ogawa, P.E. B. TESTS 1. Test Report 11MID3137643-01, by Intertek ETL Semko, dated January 30, 2008, per TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P.E. 2. Test Report #MID3137643-03, by Intertek ETL Semko, dated April 16, 2008, per TAS 202 and TAS 203, signed and sealed by Rick City-keet, P.E. 3. Test Report #3097158-009B, by Intertek ETL Semko, dated ivlay 04, 2007, per Acceptance Criteria for Fiber Cement Siding used as Exterior Kill Siding, signed and sealed by Kul Kooner, EIT. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Test Report #3099611 SAT-001, by Intertek ETL Semko, dated .lime 28, 2006, per ASTME84-05, Surface Burning Characteristics of Building Materials, signed by C. Anthony Penaloza, Flammability Testing Team Leader. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0517.05 A. DRAWINGS None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department grRegulalmy and Economic Resources, E. MATERIAL CERTIFICATIONS 1. None. 4 iy A. Malmr, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Dnte: 10/02/2018 Approval Date: 04/16/2015 E - 1 James Hardie Building Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Florida Building Code, 2014 edition, compliance letter issued by R. I. Ogalva & Associates, Inc., dated March 17, 2015, signed and sealed by R. 1. Ogawa, P.E. F16Wiyk Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E-2 Slid Spadingfat 18' O.C. lt9GliT Ia L PROD(3 : REvism 9 - W ComP! :rg Lhz r arido BuMinb' NolT_o 22.o3QETAlLA Dort• o Lo 1 --, ZI; s, tZLbZ 'oN Ihhhllil\\ arc erW*rur : J:kLL SE OETAIL SffIhkc15Ply P QD(OE9GRIPTIO A APA rated Ptywllod ArtbwM Lap SWfg material is a y NOW aonmakd phmk tutxhma and ossircmnrs roc arho n tar darer slh>ewhhrng ned nicW nwasbestas lber-cement tested in accordance with ASTM cl186 Grade II, i\ tstw tatened to, studs Type A arid meeting Vle requirements of the Florida Building Code. y, PZZ'Per I 2its >1 ',. Wkfth Length Thicknesscw1r5fa' t; llRebll C6Zud PZ'1 gn Pressure Ard aW apSMVwoos Siluda -92 psf 1-1C too x SW oft Impact ResbWt- Piartict GLStaQed over W thick 15 ply APA rated Plywood sheathing a 0ssnae SW IVl On= Gdoe -' " ' 40-Tl"JOL" Nra'ltatl vA. tfYR) 5la' 1ti cl5 APA tarot aft to tbeaIchedA saw trh II/1n le I AO vu llation 3W be dare In Cnformsum with this Notice of Acceptance. the nrsr dkkres knWagonhadFloridaCede. writ Hfrhhncon 1s x r Florid !hullo head s e. W't, spaced a AS X 1 long • Mbed bugle and the atx>!le sections o, the Flw4a tundra Code NeW s where Artism Siding wg be installed shall be designed by an Engineer or Arc hika per the g the rw a Florida Bcalitg Code and the :ecluaemer of INs N.OA mxtimum d 12 ehrP an center along the rl*ft shall be aPp ed ' oonaruerhCag from the In 9 P- rhn course of the Mad with 1-36' wide laps at the topOfthePlankIntemuxamsupports, • The txahge and groove vertical joins must occur 4' Oft skid, do not rhea within 2 inches of tcr9m and groove. The OPOSed ftseener shoo be a rr *rvjrn The planks shall be installed Owef SM' thick 15 pry APA rated plywood sheathing arD00r0ed by a rninirraan of 1%a, 0.077 shank X 2' long aonpslon nesisarrt NOm&W 2' X 6' Metal C-stAs spaced s ma mite of 16' O.C. metal stud finishnml (94 aver metal pro, OWsed fastener shall be placed In the The Suring shag usbefastenedoverthestudswithaOOnht7iaaionOfbothmrhoeetedande> posed tastee The concealed fastener shall beThe OMI PPing arcs OPProz°naeeb''W hem the h botmm edge cf :he a minimum No. a-1a, 0.375 head diameter X 1.3:' long• bugle tread screw over unrest surds ('or screw shall have at least 3 hm ihnads penetrating metal training) avertePPlrng plank 1 The exposed ttastener shall be a minimum 0.075' shank X 2' long corrosion resistant metal stud finish nail (pin) The concealed fastener shall be a minimum1 war rneW s The fasielherNa6-111, 0.37S' head die, wo X I-W lore• concealed shall be meted through the trip edge of a single plank; the concealed fastcw stay be bugle head screw aver metal stoats . position r down from the ptmWs top edge In such away that the fasmrw is fully encealed by the nod courseTheconcealedtastanershallbetouterredof lhroitsh the foP edge Cfa 3bVO PIan1C the Concealed fastener be The elposed to tener shall be Placed in ft overlapping am apprardnatetq'/,' hem the, edge of the shall positioned 1' dawn trim fhe planifs top edge in such a v4W dwt • W Omwealed by the read OMWPbV ptanX Both Concealed and eh ed tbstenm shall be s 7' O.C. vertiraly and 16. O.C. horizontally Into metal studs through Sr mitt 15 pry APA'rated plywood sfheaMiV uxuse Ofs • or scrcwslhal have at kM 3 fW threads Ong n1°W turningBurma A fasfty edge distance of OW shag always be observed SM thick IS ply APA rated *wood sheat+bg 31W be attached to the Axis in accordance with the Florida Code, with minimum x8 X 1' long robed bugle head screws spaced a mmdmu rn of 6 inches on center along tw I_hedmeser and a mardmum of 12 andhes on muter afona the'adarmeQtarr er rt% Arbsont Lap Wig VlreatheMmdEng Per 2121.62 or Picnim— ics Building Code Sr *tick! S ply APA ratedPVOood sheathing ftwened amerdtnp icthe Florida Building Cede 1aQa6 Nambml 2 X 6' UaW C-Stud Creator: C. Dierd6 Artisan® Lap Sling (Metal Studs) This drawing and the copyright therein we the property of the named coinpany and accordingly the drawing must not be copied or reproduced in any material form whatsoever and must be re4mhed with Quotation and an eempleton of jab I SIZE FSCM nor ouhG NO REV i A r ru dorm won.Arm.rr w sr rp zom sa..a 1 Ire= T-O" I Oate:8f7/2008 IOF4 00in. 16.OD;n. Clad" 6 00ir1 PRODUCT REVISED I as compt"as with tia Flofic . i Btld nS Cods I FramQ9 Amept=c No O Z Z. 7Drtct"»fig I15arni Sheu cfo, athing uoain. qv Y • • V 0517.o5 2O18 Br - -_ 1 ---ca.w 7.001n. NOMWAL 18 GAUGE 2" X 6" STEEL STUDS 16" O.C. FASTENED WITH NO.8 X 1" LONG BUGLE HEAD SCREWS Cl PER TOP AND BOTTOM CONNECTION) E NOMINAL 5V THICK 15 PLY APA RATED PLYWOOD SHEATHING FASTENED WaH *6 X 1" LONG WBBED BUGLE HEAD SCREWS. AT 6" O.C. AROUND THE PERIMETER AND 12" O.C. WITHIN THE FIELD 9149 @LG. PLANKS OVERLAP 1-Y: THE EXPOSURE IS 7" THE PLANKS ARE BLIND SCREW 7 W AiTH NO.8-18, 0 375- HEAD DIAMETER X 1-Y.'LONG CORROSION RESISTANT BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCR6VIS 1- DOWN FROM THE TOP EDGE OF THE PLANK AT EACH STUD LOCATION THE PLANKS ARE FACE NAILED YJITH 0.075 SHANK DIAMETER X 2- LONG CORROSION RESISTANT METAL STUD FINISH NALLS` PLACE FINISH NAILS Y.' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 4ORIDN 1_ 1/fttisltsttt Artisan® Lap SidM 0Aeta1 Swhs) 1;R This drawing and the oopydgtd therein are the PmPaW of the named ownparty and acmtdingly ttte drawing must rat be copied or reproduced in any trtaEe w form w4hatscever and must be returned wdh quotation and on completion of)ob i.•en..s sm FSCMNo OMNOVMttEV A mWdago r44-AfftnLapSWO-2aos•s•7 a1 Creator. C. Dlercim SCALE 1" =1-0' Date: &7,M 08 &T 2 OF 4 B F Stud Spacing at 16' O.C. vhNL L Naa Qsnmerad tamara and CSS fadaws Dot niece kmr deny O 4 as °a°ltDlYing nhatf} the F EIGHT cc No o Iey r• i i .. N . Contra. B f" 3W hfiraeauan rFdpe Nance SEE SV thick / S ply DETAILA APA rated pV4wood T 9100ft r \ ereechardcedly r Istarterstrip t8stened tb wood Per 2121.62of ortda Buildkq Code S2' X 4'S-P-F woad stubArds&* Lap Sidang 11:tdXSWVW;ck SCMUA$ Iv4iLs at te' o.o. A9J 3f4' Ilan Sd9e SW thick / 5 pty APA ra, plywood s waaft *tw OXTAIL A be auxhed to ehe swab in acmdanco with" Florida Building Code. with minimum ad Z Vr long boot nails apaoed a rrmdmum cf 6 bid on center abrg the Per4rratru and a emrlmum of 12 inches an center abrgtlseirdemwxa to =MportL5 1N. The OPOsed haler shall be an 8d. 2 N long aormeo reshtbrlt farnbh retl Over wood Stub. the coposed fsMner chat be yfaood In the ovnLvping ame apPr ly riG' from rho bottom edge of the h • 3 g c tE a-ftwiry plunk The mnoeaW tasty or shalt be an ad, n E 2-W longj .` a e r corrosion re3bW king a 9 - h Z-7 shank bmk nail over wow Sbads, r The mnceaW fkateno ZW be fastened through the top edge of a i single OmIC the concealed fastener hd be petitioned 1' down from the plandh top edge In such a wary that the tastoner t 0* concealed by the rmxt wmSe of plank Ar6tere Lap Siding tk • g W-OIMPMCI h9 Per 212t.62 of Florida C m v Btu Code l LSef!" tMdt / 5 ply APA rated ptywoddaheadftLatenedaorardtrngtothe Floridao Bu9dthg Coda 2' X 4' S4%F Vftd Shaft MODQM UM98 TtM Artisan® lap Sitfmg material is a nOrmbesto6 fiber-COMO ht product tested In accordance with ASTM C1186 Made Il, Type A end meethrg the requlremetts c , the Florida Btuldfng Code. PLANK MV-% M VVldtt Length This tress s 8-y" 17 5/8' DESIGN PRESSURE RATING Installation Design SWIS Impact Resistant_ Planks installed ova Sr8'thide/ S PtYAPA rated plywood sheathing ASIDiNG INSTALie emt:-rea c AD 6nSC4apon shM be done In confarrrence with his Notice afAcoeptanoG the manuheturols stollaton npopmaftCndadofs curd the appficabe sections of the Florida BuildingCode. Wood suit, where ArILO Lap Siding WO be installed shall be deigned by an Figahe r er Alchtect per the Aodda BtsldcgCodeandthetequimnenlsofwePLOAPtanls shall be apoed h=Wwtt * eommeenong from the bottom course of the wall with 1-W wile ia;ps at the top of l The tongue and groove vertical joints must O=F 4' cff stud. do not nail wdthin 2 irches of tongue and groove TheOwftshallbeinstilledoverSWthick / S ply APA rated plywood sheating s ipportbd by a mIr*M n of 2'X4• 5-P.F v cd suds :cecd a maximum cf 16. O.C. The seahg"be fastened over the studs with a oombiotim of both concealed and eshlDosed tastermaa The concealed hsaner Shag be an 8d, 2-W long corrosion resi wit ring shank box nail over wood studs. The 0909ed i M-w shall be an 8d, 2-i4' keg corrosion resistant &dish rail over wood studs. The concealed fixer shall be fastened through the top edge of a singe plank: the concealed bstener sh plank aft be Positioned 11 down from the ptardk's top edge in such a way that the fastener is fatly aonasaled by the mad eorrrse of The enxmd bmenor shalt be placed In the overlapping area appnxkwaatety W from the tam edge of the Both concealed and acpose0 fasteners shatl bes 7' O.C. veerbc* and 16" O.C. hormont * into wood s4nds tthroagh 5/8'thick 15 ply APA rated Plywood sTheathlnly A fastener edge distance of/.' shall aNways be Observed SW thick / 5 Ply APA ra ed plywood sheathing Shan be attached to the studs in accordance with the Florida Budding Code, withmnadraan8d2-W king box halls spaced a reaxdrraan cf 6 Irn3hes on center along tee perinwWand a maximum of12inchesoncenteralongtheintermediatesupportsArlt=* tap -% ding (Wood SUids) The dr rMng and the copynSM therein arc Ott property Of the shamed OMDwY and acoorJbVN the drdwIng must not be copied or reproduced in any matrriaf form ftmoever and must be reeEaned with quotation and On Campkdon Cf job ScM FS= No MG NO w coo es rwA aadwaoNw-aa>m,Lop SOW aooaarwe Creator. C. Dierc s so.,g 1/2• - VW Date: effn p8 ISHOET S OF 4 E FRAMIN.G. NOMINAL 2' X 4• S-P-F WOOD STUDS 1IV O.C. FASTENED WITH 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) NOMINAL 5w THICK! 5 PLY APA RATED PLYWOOD SHEATHING FASTENED WITH 2-= INCH Sd COMMON NAILS. AT T O.C. AROUND THE PERIMETER AND 12" O.C. WITHIN THE FIELD glw-g NSi PLANKS OVERLAP 1- 4 THE EXPOSURE IS T THE PLANKS ARE BLIND NAILED WITH A 2-3W CORROSION RESISTANT COMMON RING SHANK NAILS. 1' DOWN FROM THE TOP EDGE OF THE PLANK AT EACH STUD LOCATION THE PLANKS ARE FACE NAILED WITH 2'i4 CORROSION RESISTANT Fl ,ISH MLS,'/.' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Artisans Lap S "(Wood Studs) This drawing and the coppWd therein are the property of the named company aced acco t2Vly the drawng must not be oopfed or reproduced in any manaW form whatsoever and mint be retuned with Quotation and on completion of job r•.Wro.+•.r"+.w. StCE FSCMNO OMRINO REV A utwicam NOA-M wLoSlAm-2 8-$Zvx 1 Creator. C. Dierda SCALE 1" =1=0" I Date: SliIMW I&FEET 4 OF 4 05/20131"" r Florida Building Code Online Business1 1 1 Iolida Departrrlent BCIS Home i Log In ! User Registration Hot Topic Submit Surcharge I Stats 6 Facts i Publications I FBC Staff I BCIS Site Map I Links ' Search BusinesPID) Professional ProductPlic User royal Regulation Product Approval Menu > Product or Applicaton Search > Application List > Application Detail FL # FL5444-R7 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Steven Lawrey Address/Phone/Email 1400 Union Meeting Road Blue Bell, PA 19422 215) 274-2425 Steven.T.Lawrey@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R7 COI 2014 04 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2O07 Equivalence of Product Standards Certified By Sections from the Code file://2:/NuDesigrdClient%20Folders/Currentplo20Clients/16-028%2Wones%20Randy%20-%20Sanford%20ResidencelBuild/Product%20Approvals/Roofinglo2... 1/2 j lwolr , Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/29/2014 05/05/2014 05/07/2014 06/23/2014 FL * Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R7 II 2014 05 FINAL ER CERTAINTEED Asphalt Shinale FL5444-R7.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R7 AE 2014 05 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R7.odf Created by Independent Third Party: Yes ISaCI. Nert Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida..: Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: wCu.it .%th1Ik1r file://2:/NuDesigrVC lientp/o20Folders/Currentp/o20Clients/16-028%2Wones,%20Randy%20-%20Santord%20Residence/BuildIProduct%p20Approvals/Roofing°/o2.. 212 TRINITY ERD EVALUATION REPORT CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT *13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R8 FL5444-R7 Date of Issuance: 09/22/2005 Revision 8: 05/05/2014 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 11. Prepared by: Robert 3.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 05/05/2014 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrimtyiERD does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrimtyiERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a Financial interest in any other entity involved In the approval process of the product. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.2.5, R905.2.4 1507.2.7.1, R905.2.6.1 1507.2.7.1, R905.2.6.1 3. REFERENCES: Entity UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (TST 9628) UL LLC (QUA 9625) Property Standard Year Physical Properties ASTM D3462 2007 Wind Resistance ASTM D3161, Class F 2006 Wind Resistance ASTM D7158, Class H 2O07 Examination Reference Date ASTM D3161 94NK9632 05/15/1998 ASTM D3161 99NK26506 11/23/1999 ASTM D3161 03CA12702 05/27/2003 ASTM D3161 03CA12702 06/16/2003 ASTM D3161 03NK29847 10/03/2003 ASTM D3161 04CA11329 05/24/2004 ASTM D3161 04CA32986 12/03/2004 ASTM D3161 05NK07049 04/15/2005 ASTM D3161 05NK16778 05/12/2005 ASTM D3161 05CA16778 05/12/2005 ASTM D3161 05NK14836 05/22/2005 ASTM D3161 05NK22800 06/22/2005 ASTM D3462 R684 09/21/2005 ASTM D7158 05NK08037 06/28/2006 ASTM D3161 & D3462 09CA28873 07/23/2009 ASTM D3462 1OCA41303 10/07/2010 ASTM D3161 10CA41303 10/08/2010 ASTM D7158 1OCA41303 10/27/2010 ASTM D3161 & D3462 1OCA44960 11/11/2010 ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 ASTM D3161, D3462 TFWZ.R684 04/22/2014 ASTM D7158 TGAH.R684 04/22/2014 Quality Control Service Confirmation Exp. 02/13/2016 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certlikate of Authorization a9503 FL5444-R7 Revision 8: 05/05/2014 Page 2 of 11 TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20T", XTT"' 25, XTT"' 30 and XTTm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle@, Centennial Slate'"', Grand Manor Shangle0, Landmark'", Landmark"4 IR, Landmark'"' Pro, Landmark TM Premium, Landmark'"' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake TM, Presidential Shake TM IR and Presidential Shake TLTm are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasT", Highland SlateT" and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.5 PatriotT"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT"', Shadow Ridge TM, Cedar CrestT"' and Cedar CreStTM IR are fiberglass reinforced accessory shingles for hip and ridge installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V,,,i = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL0 Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V,,,i = 194 mph). 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of Va,d = 150 mph (V„ ii = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certincate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 3 of 11 G. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.3.1 6.3.1.1 TRINITY ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20T". XTT" 25, XTT" 30, XTT" 30 IR: LOW AND STANDARD SLOPE ENGLISH f305nx11)--(:05nm)•--(3G5mrn)- Er,mn1) Seelanl I"(?C.,mm)- - 5 s/e" (145 mm— 5 r,••Ivr grant _ C METRIC _ 1 „/.,•• _ _ t +1/e" .- 1Sr/e" 1"(25mm) llanl IV.(•5nm) r,1r" T Fignm II ••f: ljsefoal naiis for rolrrpfidl sUrrofe. Hip & Ridge: Cut Shingles STEEP SLOPE Use lour wals yid six spob of wyliali roofing cenlew, for every lull shingle (Figine II-O. tcphall roofing cement meeting ASTA11)•ij36 Type II 1s suggested. 4tIRoohng Cement ' 1 L App:y 1 ' (?5 nnn) :pots or asanall roofing r-menl under each lab Com;1. Rpm l /-a: C'se jatrr nmis rorAstr spo/,c ojaspixJ/ mnen! on sA p slopcc CAUTION: Excessive use of roofing cement can cause shingles to blister. r 't5) mn} 1 emave TPmn1) Fos\S, 11 11 1( 30.5' 1(125mm) CCap Gap 3MrniShhingleSmnples, shpWn 000\aoCl Figure / l-2•!• Owl ki . hrwfrimnswbsbmrn/ ke crp s/nnRho l \v hoc t>oc~o Figum. //- 25• lnclailalwn of cnp., Wong lb, bipc lord ridge+ Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL0 Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, L.L.C. Evaluation Report 3532.09.05-118 Certificate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 4 of 11 LOW AND STANDARD SLOPE 1 v rot n.ul., bw nvn lilt) Skeogir. Ill'urr /'• I Lv lin• nail. / •r rr ral pol r;nrnrl 1/dnrrr ?hurelr an rap, l.i•npworablllr 6.3.2.1 Hip & Ridge: Shanglep Ridge Fi nm 17-I8: Miangle' liri(Ica•. TRINITY ERD STEEP SLOPE I wil, wtd dire .y> n> or bphall it ding rrmrm lar orn full Grind Nlwwr <leu!:lr. I M• li%v nrd, and Ihrrr psK% of a.phah n+ding vrnann G.r r%rn fall larriagr Ilouv >hanglr and I:rmrnmal Slmr \pph a•phah r.Mdin rrmrm I- 1.+ unn 1 Irum nkr •d •hiller Cull• /"•il..\y)h:d1 n+)fine rrnn•tn nn•rling XSENI I1 l;S6 I%In• 11 I - . — -----Roobngcomet - - I r;lur /-•i u'/rn ul.ld/hrr, Gland.O.nnn 94111gl •. na %l•rp .hqr, rnr..rrrn mul, and fluor. ./oh ••/'rr./dndl r.rr/me rrrn.•nl t8• Exposure Remove tape from the right side g• andSWienECONDECND Fasten theme' left side 13'isy RIGHT FIRST LEFT hufallationgf.Vyni,rh Kult< S/n!{C les rill bips and rl/l rs Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL0 Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certiricate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 5 of 11 TRINITY ERD 6.3.3 Landmark'". Landmark"" IR. Landmark'" Pro (formerly Landmark'^ Plus). Landmarky" Premium. Landmark"" TL. Landmark'"' Solaria. Landmark"" Solaris IR: LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS 17• 143/4- 17.' 3015 mm) --1375 nrm) --(305 mm)-l 751IIm) Releaselape Nallahle' Area STEEP SLOPE 1'se sip nails :onl line' slxlts of osplmll rrfirfing cement for rleq• fill laminated shingle. Sec hclmc. Asph:dl roofing cement should meel hum 04586 T\'pc 11. Apply 1' slwu o(:tsph:dl furring cemelu finite each corner :out o Ammt I1' w 13' in from rach aloe. METRIC DIMENSIONS 17' 143/a'- 3% nm) 375 Iron) i+- I'i7.rr'r4n) Release lape Nail to ea } for Sleep's 25 run) - - - - Roolino Centenl 17'— 305 mm) 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" I.. 7.5 ITO Figure. 1.1- l6- Sbarbirr Ridge avrmory .diftku delarb rtlsdp from fbbim,pinr, uni/c fh raabl 71 indnrdrud r ap prltw I 12 305mm1 - -- 6' - 6 150mm) 050mm) 1 Notch for Centering 12' 305mm) NolChes for Alrgnmrnt to the Top Edge of the Previous f11101CaDfor5025nn1Exposure r English Dimension 13'//' IT, 1:01i• 343n1m)- (.33Dmin)-- - (343mm) -i I rAnrr• / f / I •a•furrr rmrl. jar nrr /rill shr*r. LANDMARK It A r r . Rodrrrq Conwil . i rgun• I <. i• I'v ar nar:. rmdFnn ./••I. u/ toptir ll n. fingown rl fin •pip dle, I 97/r 1 i (250mm) 41511g- 125mm) (125mm) 1— Notch for Centering 131/4' 337mm) Notches for Alignment to the Top Edge of the Previous Capfor55/8'(141mm) Exposure t_ Metric Dimension Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R8 Certificate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 6 of 11 TRINITY ERD z• ram' //• Laymg Notch 1 I Figure 13-20, Use lareng nok bes to ender sbingdes on dnps and ridges, and lo kx-ak'tdwevmtlemposum. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar CreStTM, Cedar CreStTM IR Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. Ir U— Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL0 Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line V4 to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 16nn'1— 14, 119mm1— — 1' I7S men Daa W avwi I — ca. gni "-.eon 1' a te'a's 175 mn1 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certi lcate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 7 of 11 TRINITY ERD 6.3.4 Presidential Shake'", Presidential Shaker" IR. Presidential Shake TV": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes. use Jim nails for crh lull Presidentl:d For shwp stolws• uw nine nail, for earb full Prt-Aenbal sllillg)e and shing)c ac shown below, apply I' dianleu'r spots of zpkdl roofing cement under each shingle ub. A)ler upplyvlg S nail, In bWweerl the nailing guide lines.:ylply •1 nalls I' Nadlrrg ) 47 above tab cutouts 111aldllg cemn ubs of o\erl)1ng slungte cow'r nails Glndc tines (1016 turn) S 1/4' - 113;5 non) 14 1/4' I mr oR auto (362 —) NOTE- Apply nails on painted guideline PrRw' 16.6' Porkming PYrdkkorkaland Fina rnlial rL choir s&ngk s on low andstandard sbpm 6. 3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY I' diameler asphdl urubn0 ecnrarl Figarr 16.7: farknnlg PmPdrnkd and Pwsu Mild UL chn& sLarWk an slop .drips. Presidential accessory siingles can be used for covering hips and ridges. Apply shingles up to life ridge (expose no more than i' from the bottom edge of the "tooth." Fasten each accessory with Iwo fas- teners. The fasteners must be 13/4' long or longer; so They penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland. OR produces 97/8' x 1;1/4' accessory, Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6. 3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar CrestT", Cedar Crest'" IR hip and ridge shingles. 6. 3.5 HatterasT"' IOK STANDARD AND STEEP SLOPE: 'I 1-. .' a ,Jl I- 17>u n rd.J. m 1) 11730 fiery (7 N q r g•_ _u• —9'• —9"-- 11230 mm) 1730 mm) 1230 mm) 1230 mm) I 1=( 75mm) _ _ mm)_l 17a0rrxr) 1l - 71 - l 9 W, i ( Roolrnp Cemenl l p40 film) I. Ir na• /. I !mh'xme//1!h'rJ• hnph•. •nl ,hT/r Vn/r• for , hrp ,lu)r. na• her• n.ul, and r r;;l+ yn+, ul a,phab uxdnr rglrn• / S•,( /rnlrnnre l/nl/rnu .Vmlgln fin rrmrm hn r-y'k lull Ilnlrra, ,bm l.• , ,hm n In,r .\pph I' hm anA.+7nnAml.Volrs Iiin I rb.amur ,I•+, of radrnp r........ r.Pr.\I n ri\L 1\I.• 11 Rif- knr and al.mrkud clupmx, na• 6\r• Ira& for r:rh full •o;, •melt nndr•r .•.0 h rah,,—, 1'rr- dun;;lr urm plu'r, r4r nm Ikulrrrs slain* a• Awmn dro\r r)•rr• r run•rn r)\ I.1111\; Ina mm h unrhn rrnn•rn ran i.nnr ,hmlJl', In hh,lrr Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R8 Certificate of Authorization *9503 F1.5444-117 Revision 8: 05/05/2014 Page 8 of 11 TRINITY ERD 6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras Figunt 15.14: 181brca?-piece rmils separale to nmke 54 Hallem Atressory sbinA s Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 9„-- 230 mm) I I 1 e B'18" (460 mm) tiF i---I--- 18'. (203mm) — r tZ. V 460mm) Cap Cap Cap Cap 93 Shingle Shingle Shingle Shingle l2 mml Figure /5-20: Cut 11alteras sbbWas to make ovver c* Figure 15-21: lnslallllalion of caps along bips and ridges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL0 Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certificate of Authorization #9503 FL5444-117 Revision 8: 05/05/2014 Page 9 of 11 6.3.6 6.3.6.1 6.3.7 Highland Slate'". Highland Slate'" IR: LOW AND STANDARD SLOPE: frgun: //•,f: Use FIPT nods fore niy lbgblarrd WIG: sNngbc TRINITY ERD STEEP HOPE: Use FnT nail: •rnd Mlrr spob of aspl di roofing cemenr for each full IIUghL•wd Slate AMFJe For .%"id•DWe, SIN nails arc regmnd. Apply I' druneler sfroLs of uWhall roofing cement under each ub comer. Ayrh;dl roofing cemenr meeftftASTM M586 T)pe 11 L, q%esad aen. Daatmqu a SI% mllbdromt 4bbd:", delb. MW s 410— I hgam I! :ti IW- REF nods and # W .q*A 0f&VW1 rruafmg erarvnl mdNre wb labgmtun CAUTION: F.vicessl%e use of roofing cemenr can cause shingles to bllster. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Patriot'": LOW AND STANDARD SLOPE fI Il lt n.lil> hn• c cn lull hur_k I,:u\,I a. ,he\u b•Ilen. S: N• • m M STEEP SLOPE I w 1'01 H lull h inck• .n .h ul Ir•U.e: I,phah n • IIIIL' t t'Illt•111 Illt'Alllr .\ I i\I I1;1. Ijp• II n ,u. .Ird .\pph I'I _; nnn l ,1>,.t> •d ay h.dl n•din_ rrm• nl. .h..n. 1:. U"1'10\: li\re„i:c a>c ..I n• dingy r„ui,n r:w un,c >hin:k b. bb,Iel. i I• ------------- Hip & Ridge: Refer to instructions herein for Cedar CreStTM, Cedar CreStTM IR, Shadow Ridge'" or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, L.L.C. Certif4cate of Authorization #9503 Evaluation Report 3532.09.05-R8 FL5444- R7 Revision 8: 05/05/2014 Page 10 of 11 TRINITY ERD 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8 Certlflcate of Authorization #9503 FL5444-R7 Revision 8: 05/05/2014 Page 11 of 11 3115/2017 Florida Building Code Online U MCI01M. M, Bcls Home Log In I User Registration Hot Topics Submit Surcharge Slats d Facts ; Publications ' FBC Staff BCIS Site Map i Links ' Search ; Florida r•I Product Approval Ir< USER Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL If FL11288-R15 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11288 R15 COl 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4601 2004 ASTM D4869 2005 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 file://2:/NuDesign/C lient%p20Folders/Current%20C lients/16028%2Wones,%20Randy%20-%20Sanford%20Residence/Build/Product%20Approvals/Underlaym ... 1/2 3/15/201-1 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FRSA/TRI April 2012 (04-12) TAS 103 TAS 110 Method 1 Option D 02/14/2016 02/16/2016 02/17/2016 04/12/2016 2012 1995 2000 FL # Model, Number or Description Name 11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FI 11288 R15 11 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- R15,DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-555.0 Created by Independent Third Party: Yes Other- 1.) The DP in this application Evaluation Reports pertains to a particular application for use FL11288 R15 AE 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- R15.Pdfinadhesive -set tile applications. DP is N/A for underlayments installed beneath Created by Independent Third Party: Yes mechanically attached prepared roof covers. 2.) Refer to ER Section 5 for other Limits of Use. Back NVYr Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-407-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of FWda.: • Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487 1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please clack here . Product Approval Accepts: M® r0rrd M Credit Card Sate file://2:lNuDesign/C lient%20Folders/Current%20C IientsII6-028%20Jones,%20Randy%r.20-%r.20Sanford%20ResidencelBuildlProduct%r.20Approvals/Underlaym.. 2/2 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 11610.09.08-1136 18 Moores Road FL11288-RIS Malvern, PA 19355 Date of Issuance: 09/03/2009 Revision 16: 02/04/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5'Is Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity J ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59266, Florida DCA ANE1993 ae The facsimile seal a •.• . Q Dpeanng was authorized Robert Niemmen. P.E. on 02/04/2026 nn,p This does not same as an elenron"Ify signed document. Send. Jgr.`` sealed hardcopres have been transmitted to The Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 2504.3.1 Wind Uplift FM 4474 20D4 1507.2.3 Physical Properties ASTM 0226 2006 1507.2.3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.4, 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 2009 1507.10.2 Physical Properties ASTM D4601 2004 1507.112 Physical Properties ASTM D6163 2000 1507.112 Physical Properties ASTM D6164 2005 1507.112 Physical Properties ASTM D6222 2008 1523.6.5.2 1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 130 2000 FRSA/TRI April 2012 (04.12) Underlayment Installation References 2012 3. REFERENCES: in!!nf Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD (TST6049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6049) Physical Properties 00080.09.08-113 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-R1 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-R1 10/05/2009 ERD (TS76049) Physical Properties 3523.03.05-R2 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/O1/2010 ERD (TST6049) Physical Properties C31840.05.10 O5/10/2010 ERD (TST6049) Physical Properties C31860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST9A9) Physical Properties C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties C34940.09.11-111 10/04/2021 ERD(TST6049) Accelerated Weathering C408405C 06/11/2022 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift C39670.08.12 08/20/2012 ERD (TST6049) Physical Properties C31410.10.10-113 11/02/2012 ERD (TST6049) Physical Properties C45240.01.14-1 01/15/2014 ERD (TST6049) Physical Properties C32930.01.11-R2 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 O2/20/2016 ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX1486A-001 02/27/2006 MTI (TST 2508) Physical Properties TX1406B-002 03/13/2006 MTI (TST 2508) Physical Properties TX14B6F-006 03/13/2006 MTI (TST 2508) Physical Properties TX14B6E-005 03/13/2006 PRI (TST5878) Physical Properties CTC-034-02-01 11/24/2008 PRI (TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI(TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02-01 22/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01 (x3) OS/10/2013 Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certificate of Authorization #9503 FL11288-RIS Revision 16: 02/04/2016 Page 2 of 9 TRINITY ERD Entity Examination Reference Date PRI(TST5878) Physical Properties CTC-189-02-01 11/18/2013 UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherin¢ Underlavments: 4.1.1 WinterGuard"' HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuard" Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuard'' Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 Metalayment'" is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SB5 modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type 1, Grade S requirements for use as a base - layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FIR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, 5BS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Type I requirements. 4.2 Torch Applied Underlavments: 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS is an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and 11 requirements, respectively. 4.4 Mechanically Attached Underlavments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, 5BS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTM D6757 requirements. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 11630.09.08-R16 Certificate of Authorization #9503 FL112MRIS Revision 16: OZ/04/ZU16 Page 3 of 9 5.4 5.5 5.5.1 5.6 5.6.1 TRINITY ERD CertainTeed Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Wood Asphalt Nail -On Foam -On Mortar- Underlayment Metal Shakes & Slate Shingles Tile Tile Set Tile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes WinterGuard Sand Yes No No No No Yes Yes or Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic SA Cap No Yes es Yes No Yes Yes See 5. Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes Yes Yes No Yes Yes 5ee 5.5.1 Flintlastic GMS or Yes No Yes Yes No Yes Yes Premium GMS See 5.5.1 Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. Dow TILE BOND`" Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS Allowable Substrates: Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: New or existing plywood i FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: New or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood; 7 FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: D FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 CertiJiwte ulAuthorimtion NYS03 FL122WRIS Revision 16: 02/04/2016 Page 4 of 9 TRINITY ERD 5.6.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. ill Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41, Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. ill Maximum Design Pressure = -555 Dsf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 3 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: Optional) FlintPrime, FlintPrime SA or ASTM D41 Base Ply: Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41 Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Sheet: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment self -adhered to: ASTM D226, Type I or II felt. 9 Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic SA NailBase or ASTM D226, Type I or 11 felt. Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MiclPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA torch -applied to: ASTM D226, Type I or II felt; ASTM D2626 felt, ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certificate of Aurborimtion #9503 FL11288-RIS Revision 16: 02/04/2026 Page 5 of 9 TRINITY ERD 5.6.3.1 For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.3.2 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements q5 Maximum Design Pressure = -37.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type II felt or Flintlastic SA NailBase Fasteners: 12 ga., I% -inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. q6 Maximum Design Pressure = -45.0 Dsf': Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 7 Maximum Design Pressure = -52.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. q8 Maximum Design Pressure = -52.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: Min. 1-inch long, 12 ga. Simplex Metal Cap Nails Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, LLC Evaluation Report 11610.09.08-R16 CeniJicate ulAuthurization 99S03 FL11288-RIS Revision 16: 02/04/2016 Page 6 of 9 TRINITY ERD 9 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., I% -inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 10 Maximum Design Pressure = -67.5 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 11 Maximum Design Pressure = -75.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., IX -inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 12 Maximum Desien Pressure = -90.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 14 Maximum Design Pressure = -105.0 DO: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS, or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 15 Maximum Design Pressure = -105.0 DO: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., 1%-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-1416 CertiJTtote oJAuthorimUon N9S03 F111288-R1S Revision 16. 02/04/2016 Page 7 of 9 5.7 TRINITY ERD Exposure Limitations: Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set the atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent underlayment layer. 6. INSTALLATION: 6.1 CertainTeed Roof Underlayments shall be installed in accordance with CertainTeed published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and primed the substrate (if applicable). 6.3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6.3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid - layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6.3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6.3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6.3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6.4 Black Diamond Base, Flintlastic SA Cap or SA Cap FR, WinterGuard or MetaLayment: 6.4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6.4.2 For Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 6-inch end laps and T-seam detailing. Consult CertainTeed instructions regarding back -nailing requirements. 6.4.3 For Tile Applications (Flintlastic SA Cap, SA Cap FR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5 Flintlastic GTA: 6.5.1 Flintlastic GTA shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, 5th Edition and Table 1 herein. Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 CertlJkote ofAuthorization M9S03 FL11ZWRIS Revision 16: 02/04/2016 Page 8 of 9 TRINITY ERD 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or Flintlastic Premium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 04-12) Installation Manual, 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.6.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by %-inch. Overlap ends (vertical laps) at least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 6- feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by Yz-inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36-inch wide courses up the roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12- inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 611320-3 CIA requirements. 6. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 11610.09.08-R16 Certificate al Authorization #9503 F111288-R15 Revision 16: 02/04/2016 Page 9 of 9 3/15/20v7 I r Florida Building Code Online u r, rear BCIS Home Log In I User Registration ; Hot Topics ( Submit Surcharge ' Stats & Facts I Publications i FBC Staff I BCIS Site Map I Links i Search i a V NAVIRL Product ApprovaldbreUSER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5219-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 813) 248-3456 flvalidation@yahoo.com Authorized Signature James Buckner Jimmy@cbuckinc.net Technical Representative Tony Christman Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33605 813) 248-3456 tony@gometalroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5219 R3 COI CertOflndeD-.Ddf 1709.2 file://2:/NuDesign/Client°/p20Folders/Current%20Clients/16-028%2Wones,%20Randy%20-%20Sanford%20Residence/BuildIProduct%20Approvals/OlPI.20ridg .. 1/3 3/151207 1 1 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 04/29/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number Description or Name 5219.1 1- "Flat Top Off Minimum 26 Gauge Steel, Nominal 4% 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Ridge Vent with Deck Baffle for Tile" Limits of Use Installation Instructions Approved for use in FL5219 R3 fI 03 FlatToDOffRidgeVent ForTile EVALREPORT.Ddf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. RE. #32242 Approved for use outside Created by Independent Third Party: Yes HVHZ: Yes Evaluation Reports Impact Resistant: No FL5219 R3 AE 01 FlatToDOffRidaeVent ForTile EVALREPORT.Ddf Design Pressure. N/A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 5219.2 2- "Round Top Off Minimum 26 Gauge Steel, Nominal 4% 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Ridge Vent with Deck Baffle for Tile" Limits of Use Installation Instructions Approved for use in FL5219 R3 II 02 ROUndTODOffRidgeVent ForTile EVALREPORT.Ddf HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside Created by Independent Third Party: Yes HVHZ: Yes Evaluation Reports Impact Resistant: No FL5219 R3 AE 02 RoundToDOffRidaeVent ForTile EVALREPORT.Ddf Design Pressure. N/A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 5219.3 3- "Standard Off Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Ridge Vent with Deck Permanent Baffle for Shingles" Limits of Use Installation Instructions Approved for use in FL5219 R3 II 03 StandardOffRidoeVentwithPermanentBaffle ForShingles EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. *31242HVHZ: No Approved for use outside Created by Independent Third Party: Yes HVHZ: Yes Evaluation Reports Impact Resistant: No FL5219 R3 AE 03 StandardOffRidaeVentwithPermanentBaffle ForShingles EVALREPORT.Ddf Created by Independent Third Party: YesDesignPressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Bar_1a -vent Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida. Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: file://2:M uDesign/Clientp/o2OFolders/Current%20Clients/16-028%2OJones,%a2ORandy%20-%2OSanford%2OResidenceBW Id/Product%2OApprovals/Off%20ridg .. 2/3 CBUCK Engineering SpeClalty Sffuctural Englneerinq CBUCK, Inc. Certificate of Authorization a8064 Evaluation Report Standard Off Ridge Vent with Permanent Baffle for Shingles" Metal Roof Assembly Manufacturer: Thompson Architectural Metals Company (TAMCO) 5015 E. Hillsborough Avenue Tampa, FL 33605 800) 248-3456 for Florida Product Approval FL 5219.3 R3 Florida Building Code 5th Edition (2014) Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "Standard Off Ridge Vent with Permanent Baffle" Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 15-138-SRVP-S-S6W-ER Revises 11-217-SRVP-S-S6W-ER, fka F15219.4 R1) Date: 4 / 13 / 15 Contents: Evaluation Report Pages 1— 8 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net I.+:v. Ir.nw.a Md ti IMvvw IuMnrnN 1111111111!//// Ar cr SC No 312'2 3 w- STATE OF is ON A1- rl11111111` p.griill. prgn v h, lam-, 1 Bud n-r. P 1 2015.04.27 09:58:14-04-00r FL #: FL 5229.3 R3 Date: 4 / 13 / 15 CBUCK Engineering Page Report No.: 15-13 8-SRVP-S-S6W-ER Spxialty Structural Engincaerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: TAMCO Product Name: "Standard Off Ridge Vent with Permanent Baffle for Shingles" Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roof System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "Standard Off Ridge Vent with Permanent Baffle for Shingles" Description: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Ridge Vent with Permanent Baffle 2. Fasteners 3. Roof Adhesive Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32" (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 4:12 or greater CBUCK Engineering FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report No.: 15-138-SRVP-S-S6W-ER Page 3 of 8 Speclalty Structural Engincmerinq CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014) , Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product shall not be installed on roof mean heights greater than 33 feet. This product shall not be installed on roof slopes less than 4:12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). CBUCK Engineering FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report No.: 15-138-SRVP-S-S6W-ER Page 4 of 8 SpeclalN Structural EnQlneerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: Standard Off Ridge Vent by Manufacturer): with Permanent Baffle for Shingles Thickness: Steel Yield Strength: 26 gauge (min.) Corrosion Resistance: 50 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Dimensions: Width: 24" Height: 4-1/4" Lengths: Various: 4', 6', 8', or 10' (nominal) Permanent Baffle: Thickness: Steel Yield Strength: 26 gauge (min.) Corrosion Resistance: 50 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Dimensions: Width: 6-1/2- Height: 4" Lengths: Various: 4', 6', 8', or 10' (nominal) Fastener: Purpose: Ridge Vent to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/4" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Roof Adhesive: Product Name: Heavy Bodied Flashing Cement Manufactured By: TAMKO Roofing Products Type: Asbestos -free asphalt based roof cement with 585 rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 4586, Type I CBUCK Engineering SpeclaWw Structural En4nc-merinq Installation: Installation Method: Refer to drawings at the end of this report.) FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report No.: 15-138-SRVP-S-S6W-ER Page 5 of 8 CBUCK, Inc. Certificate of Authorizotion #8064 Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top and side flanges to deck with nails spaced 8" o.c. and 1-1/2" from each end. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. Install the "Standard Off Ridge Vent with Permanent Baffle for Shingles" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014) . The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test PRI Asphalt Technologies, Inc. (FBC Organization #TST ID: 1556) Report # LVTI-007-02-01, Date: 7/14/05 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Thompson Architectural Metals Company Licensee # 260 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report No.: 15-138-SRVP-S-S6W-ER Page 6 of 8 Sptaclalty Structural EnglnEscorIng CBUCK, Inc. Certificate of Authorization #8064 Installation Method TAMCO Standard Off Ridge Vent with Permanent Baffle for Shingles" 24" Typical Assembly Isometric View 209 tr Opening al Wind Baffle CBUCK EnginL=Prinq FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report NO.: 15-138-SRVP-5-S6W-ER Page 7 of 8 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method TAMCO Standard Off Ridge Vent with Permanent Baffle for Shingles" Size Length Height 4' 46.25" 8.5" 6' 70.25" 8.5" 8' 1 94.25" 1 8.5" 10' 1 118.25" 1 8.5" Ridge Typical 8" O.C. MAX 8„ 8„ 1.5" T Standard Off Ridge Vent %vith Permanent Baffle Nails: 11 Ga. min. 1-114" Corrosion Resistant. Smooth Roofing Nails Spacing: 8" O.C. MAX and 1" From Outer Edge Flange Locate 1 112" From Each End Deck: Minimum 15(32" Wood CBUCK Engineerinq Specialty Structural Engineering Typical Plan View FL #: FL 5219.3 R3 Date: 4 / 13 / 15 Report No.: 15-138-SRVP-S-S6W-ER Page 8 of 8 CBUCK, Inc. Certificate of Authorization #8064 Revision Response to Comments City of Sanford - Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov G Permit # / 7 " G y Submittal Date Project Address: G 7— S Contact: Ph: G% - ,r7 !s Fax: Email: aIcl y Pnvcle ,, vl,r Co Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals 0 Building C.- t%- (L