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Home My WebLink About134 Kaywood Dr 18-4555; NEW ADDITIONM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION v Application No: q Documented Construction Value: $ 77,845.00 Job Address: 134 Kaywood Drive, Sanford, FL 32771 Historic District: Yes 0 No El Parcel ID: 32-19-30-5(;S-0000-0840 Residential E Commercial 0 Type of Work: NewEl Addition El AlterationEl Repair 11 DemoEl Change of UseEl MoveE] Description of Work'. Demo existing screen porch and build new cgnditiongd gddijign. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407.322.3103 — Fax: 407.322.1205 Email: kyle2shoemakerconstruction. net — Property Owner Information Name David & Ann Bryant Phone: Street: 134 KaywQgd Drive Resident of property? : yQs City, State Zip: Sanford, FL 32771 Contractor Information Name Shoemaker Construction Company, Inc. Phone: 407.322-3103 Street: 2525 Old Lake Mary Road City, State Zip: Sanford, FL 32773 Name: William F. Stuhrke, PhD, P.E. Street: 12215 Rebecca's Run Dr. Citv, St, Zip: Winter Garden, FL 34787 Fax: 407.322.1205 State License No.: CGC1510423 Architect/Engineer Information Phone: 407.920.3119 Fax: E-mail: wstuhrke@cfl, rr. com Bonding Company: N/A Mortgage Lender Address: Address: N/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 I 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 (late: 5" Edition (2014) Florida Building Code Revised, June 30, 201 Permit Applica(1011 Ap 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 ofthis county, and there may be additional permits required from other governmental entities Such as water management districts, state agencies, or federal agencies. I Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien 1-aw. FS 713. The City ot'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 [CC 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. SqulaalrC Of'Owner, A gleTltr Date j- Print 0mier'Agents Name State of F onda DateSignatureof .tat} -State IM miWCC4M$Sft#FFW221 Owner/Agent is Personally Krimvri to Me or Produced 11) Type of ID Signature r)f Contractor/Auent Date Alan Dean Shoemaker, President Print Contract rye \Alell( ' SN: W ic -All, Date KYLE J. NICHOLS Y ft *% Notary Public - State of Florida Commission to FF 952711 My Comm. Expires Fab 3, 2020 Bondild through National lilolary Will Produced ID Type ol'ID BELOW IS FOR OFFICE USE ONLY own to Me or Permits Required: Building 0 Electrical Mechanical Plumbingn Gas[:] Roof [:] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesFJ NoF_J # of I leads APPROVALS: ZONING: It 27 ;-114t -UTILITIES: COMMENTS: ENGINEERING: FIRE: W Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes NoE] WASTE WATER: BUILDING: -F, 5 C_ X, 'e ") RcOsed:Junc 30,2015 Permit Application REQUMED INSPECTION' SEQUENCE 00- 151i;7 Max jusgeefloi DesEjpfiom Footer / Setback m. gtemwafl Foundation' / Form Board -Survey Slab- f Mbiio Slab- Piepour Lintel / Ti6. Beam / Fill I Down Cell Sheathing WaHs- Sheathing -LRoof I:* I/Ic> Roof Dry In' Framer Insulation bough in- Firewall, Screw Pattern Drywall / Sheetrock Lath Ins pec,tan Final Solar Final Roof Final Stuccb, /,Siding Insulation Final Final Utility', Building - Final Door. FinalWin6mr Final Screen.Room- Final; Pool Screen Enclosure. Mobile Home Building -Final Pre -Demo Final Demo Fm-alSingle iFamilY, Resf&ncet Final. Buildin' g (Other) Address: ph Min Max Inns e'cfloim Descri*iom Electric. Under -ground Footer [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 16:11 I'M 61111M Wm Minn mix Ins2ec,don Descripflom Plumbing Underground Plumbing Sewer . Plumbing Tub, Set Plumbing Final Mecha m*cal Rough vg mi, Gas Underground Gas Rou'g'n REVOEND; June 2014 iou. C 0 N S T R U C T 10 NR7s!!9, Proposal For: Dave and Ann Bryant 134 Kaywood Drive Sanford, FL 32771 Phone: 407-430-2006 Ann's Cell Email: abryantl972@yahoo.com Project: Sunroorn Addition Date: September 21, 2018 Our proposed scope of work includes labor and materials for the following items: Engineered Plans for Permitting Building Permit Allowance of $1,250.00 Notice of Commencement Builders Risk Insurance on New Addition Demolition of Aluminum Structure Dumpster for Construction Debris Monolithic Slab (Level With Home) Masonry Walls Wood Trusses and Roof Framing Matching Shingle Roof Matching Single Hung Windows Electrical with Additional Panel Mini -Split A/C (Larger Unit) Aluminum Soffit Textured Stucco Insulation Drywall Interior French Doors, Base and Trim Painting of New Addition Sod and Irrigation Repairs Flooring Allowance of $3,500.00 (L, M, T) Supervision Clean Up EXCLUDES: Tree Removal, Fireplace and Chimney Reconstruction (Flue is unavailable), Gutters, Pavers, Septic Repairs, Plan Review Requirements and Hidden Object Issues. Total Price: $77,845.00 Payment Terms: $7,700.00 Down, Remaining Payments As Draw Requests For Work Complete I The above rises sco e of work exclusions and canditianr are satirfacto & hereb aces led b both artier: Please sign and return (1) copy. Keep the other copy for your records. Alan Dean SK6emaker,_P esfdent Client's Signature Date Shoemaker Construction Company, Inc. This proposal may be withdrawn by Shoemaker Construction if not accepted within 30 days of the date at the top of the paper, P.O. BOX 1885 0 SANFORD, FL 32772-1885 0 TELEPHONE: 407,322.3103 0 FACSIMILE: 407.322,1205 WWW.SHOEMAKERCONSTRUCTION.NET LICENSE CGC1510423 Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20181Y30085 Book:9249 Page:1403; (1 PAGES) RCD: 11/15/2018 2:51:12 PM REC FEE $ 10,00 THIS INSTRUMENT PREPARED BY: Name: Kyle Nichols Address; Sh em ker Construction Co,, Inc. NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: 32-19-30-5GS-0000-0840 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) 134 Kaywood Drive, Sanford, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: Demo existing screen porch and build new conditioned addition. OWNER INFORMATION: Name: David & Ann Bryant Address: 134 KaMood Drive, Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name. N/A CONTRACTOR: Name: Shoemaker Construction Company, Inc. Address: P.O. Box 1885, Sanford, FL 32772-1885 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 himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13( 1)(b), Florida Statutes. 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 1, 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 penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to thA best of n knowledge and belief. Owner's sigilature Owner's Printed Name Florida Statute 713. 13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of fit',. County of5 The foregoing instrument was acknowledged before me this 113 day of 5 1. 20 F by vi . Who Is personally known to me Name of person making statement OR who has produced identification type of Identification produced. QQftfdl8alOtt f;Ff tM12Zf T ^p. Notary Signature BOflilld'ftltlf101 f/ Pt4btilldlflRlllf M., RICK SCOTT, GOVERNOR Flon'da JONATHAN ZACHEM, SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESSANDPROFESSIONAL REGULATION Re-Upffn THE GENE PROVI W ,UNDER THE040MI 004" 4891j'',FLj6ft" r T , UTES MAN 0 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. M LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: jpLjg(2a18 I hereby name and appoint: Tammy S. Hanes an agent of* Shoemaker Construction Company, Inc. Name oi'('ompanti) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 3-31-2019 License Holder Name: Alan Dean Shoemaker State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 18thday of October , 2018 OWXX , by Alan Dean Shoemaker who is u personally known to me or o who has produced as identification and who did (did not) take an o$h. le Signature Notary Seal) KYLE J. NICHOLS Notary Public - State of Florida Commission # FF 952711 e My Comm. Expires Feb 3, 2020BondedthroughNationalNotaryAssn.l Kyle 3. Nichols Print or type name Notary Public - State of Florida Commission No. FF 952711 My Commission Expires: 02/03/2020 Rev. 08.12) CITY OF S FORD Building & Fire Prevention Division RESIDENTIAL A L TERA TIONIA DDI TION FIRE DEPARTMENT PERMIT 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 Oq 101"' 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 contract, signed by the contractor and the property owner, indicating the documented construction value V.Application must include correct address and complete parcel 1,11 number. v/ Contractor information is required to be included on the permit application (if contractor is applicant). I/ Applicant must include the name of the designated plan review contact pet -son, 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. 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). P( Completed and signed Owner Builder Statement /Affidavit (if owner is applicant). Two (2) copies of all applicable plans and related documentation. 0%K An accurate, signed and seated, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. A V/ Plot pla 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 ** Eflectit cAtwust /, 2017 1Pagc I of 5 THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN Must indicate the location of the proposed addition. Two (2) copies are required BUILDING PLAN — Structural 11'an ' v elements of the addition, alteration or renovation involve altering the structure or anj" structural elements, thefblloicing information must be inclutled and must be signed and sealed by a registered design professional. An ' I, alteration or change to an exterior wall is considered structural and requires signed and sealed engineered plans. Two (2) copies of construction documents are required. 11 Construction documents shall indicate code edition being applied I I Construction type I Plans to minimum 1 /4" scale Il Designer information; name, address, registration 4, sea] and signature on all signed/sealed pages U Page size minimum I I" x 17" I-] All pages numbered and labeled CI Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category 11 buildings (residential) Ll Ultimate design wind speed (Vult) Li Nominal design wind speed (Vasd) U Risk category Lj Exposure category Lj Enclosure classification LJ Internal pressure coefficient El Component and cladding design wind pressures In terms of psf 0 Structural Calculations, if necessary FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL Ll Floor plan Must include a layout of the entire home 11 An existing floor plan and a proposed floor plan must be provided, indicating any structural/non- structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. D Must indicate the area that will be altered/renovated 11 Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) U Must be legible and to minimum 1/4" scale El Include all applicable span lengths and dimensions, including porches Ellective, August 1, 2017 N',,e 2 of 5 ELEVATION (if applicable) El Attic ventilation E Roof pitch E Roofing material EJ Exterior finish/stucco thickness 11 1 leight/bearing elevations El Window and door opening locations El Chimney location/height ENERGY CALCULATIONS Required for 0 Additions / Removing existing insulation and adding new insulation Converting unconditioned space to conditioned space. Form 402 or Form 405 FOUNDATION / SLAB Foundation plan Filled cells with reinforcement locations Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above grade Crawl space ventilation ELECTRICAL if applicabl[e) Please note: an ' v renovation, altei-ation or addition ivill i-equh-e the entire honte to be updated with ST110ke detectors, located as requiredfornew coiistruction pet- FB(,R R314 Level I Alterations will require 10-near, non -removable bauct-i'smoke detectors. Electrical existing floor plan and proposed floor plan for the work area. 0 Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect. E Service riser diagram (for new service, set -vice rebuilds or upgrades to service size) 9 Bonding/Grounding Electrical load calculations Re - wire of 50% or more of home Additions, required on existing home to verify service size is sufficient' El GFCl protection 0 AFCI protection 0 Tamper resistant outlets E Smoke/CO alarm locations h ffIlcfi% v, A 1(gust 1, 2017 Mwc 3 of 5 1 MECHANICAL (if a12121icable) O Equipment location Anchorage for condenser, engineered k`meet wind loads w Protection ingarage locations Clearances utequipment Structural detail for air handler in attic O Room ventilation w Adding ormodifying ductwork requires uduct layout. w Duct layout must include ofloor plan and indicate the duct sizes, R-value, register sizes O Exhaust 0 Bath exhausts size and termination 0 Dryer exhaust discharge/make upair pI- Energy calculations with equipment sizing calculations for new l7\/A{. installations Plumbing drain, waste and vent mchonudc for new p|unmbing installations IJ Bathroom or Kitchen existing floor plan and proposed floor plan. FUEL GAS ( if a12121icable) O BTUs each outlet and total BTUs O Pipe type and total length O l. Pregulator and model type Combustion air vents l Location o[ equipment Venting U Gas Type LJ Gas Pressure LI Gas piping riser ROOF TRUSS LAY OUT (for new engineered trusses) w Layout, required onplans and ncopy included with truss package w Signed/Sealed engineering 'ncor g gStrapping/fasteners/trUSStie -downs DETAILSHEETSORNOTESO Footings Beam towall and/ or post attachments U Pont/co|ucnnund beam construction U Interior bearing walls O Stairs section O Chimney construction O Dormer construction O Floor framing O Entry construction O Arched windows O Bay windows O Frucne\oblock connections O Knee wall construction O Sky light framing Top plate splicing requirements cffix«`mAugust /.20/ r /tl-ef,( D Steel requirements (footer, lintel, vertical pour) Grade Over lap 0 Veneer 0 Shear wall locations and construction Connectors Fasteners D Roof sheathing & diaphragms Fasteners Blocking El Wall and gable sheathing fastening El Gable end, frame and block, vaulted and flat 11 Conventionally framed roof members El Glass block 0 Header schedule, including strapping/anchorage and frame supports (bearing walls) Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS V' Roofing components Underlayment Shingles / Tile / TPO / Rolled Off -ridge vents lu Window and mullion installation instructions A4- Gat -age door, sliding glass door and swing door installation instructions L Siding installation instructions L,!< Soffit installation instructions U Glass block installation instructions E Engineered lumber products installation Instructions PRODUCT APPROVAL 1-11' Completed Sanford Product Approval specification sheet JAKFlorida Product Approval can be located at www,floridabuil&n,,,,, or,,,. Product Approval Must be approved Linder the current code edition 9 FS553.842,FAC61G-'10-3 These guidelines were compiled to assist the applicant in preparing a residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. QI( vtivc.-Augmst 1. 2017 Pug(, 5 of 5 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) CONFERS 1111312018 THIS CERTIFICATE I S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. Richard Russi Tony Russiinsurance Agency, Inc. PHONE -_ FAX tAcc-Nw tf>407-322 0285 -- tA,Nsf 4_ 0_7--32_2_-0304 E-M 2575 S. French Avenue ADss_ Sanford, Fl. 32773 ENSU,RER($] AFFQRRINC COVERAGE _NAIC A`___ u,euoco n Southern Owners Insurance CoRmanv INSURED Shoemaker Construction Co., Inc. P O Box 1885 Sanford, FL 327724885 Auto Owners Insurance E.....-....+,-n ^=Mr lrr A= kit tneoeo. RFVISIAN NI EMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i46bt.,SUBR POLICY EFF --POLICY EXP------.. INSR TYPE OF INSURANCE POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIABILITY < i EACH OCCURRENCE -- 1 000,000... A I '.. CLAIMS -MADE X OCCUR { DAMAC, E f O REN ED PREMISES- ( EA nccurmnca,. 300000 300,000. Y ! Y 994682-72572857-18 4/01/2018 4/01/2019 MED ExP (Any -one )erson s 10,000. PERSONAL & ADV INJURY v 1,000,000. GEN' L AGGREGATE. LIMIT APPUFS PFR ', GENERAL AGGREGATE.... S 2,000,000 POLICY X PRO- iECTLOG PR06UCTS_COMPtOP AGG 2,000,000 OTHER: _- AUTOMOBILE LIABILITY COMBINED SINCt F 1 iMI1 LEaacctCetttl_ — 1,,000,000..... - 1 I B X- 1 ANY AU f O BODILY INJURY (Per pe,son OWNED SCHEDULED AUTOS ONLY .._.. :, AUTOS Y ! 95-$18-731-01 4(01/2018 4/41/2019 BODILY INJURY tear arcid nni i HIRED f NON -OWNED PROPERTY DAMAGE AUTOS ONLY ,...... _ AUTOS ONLY P.flL BGGttlfltlli_ -.... X UMBRELLA LIAB X OCCUR EACH_OCCURREV C. __. S I- 000,000. B ....... EXCESS LIAR CLAIMS -MADE Y Y 43-432-051-00 ;4/01/2018 4/01/2019 AGGREGATE_ _.. S 1,000,000, DFD I X RETENTION 10,000 WORKERS COMPENSATION X PER OTH STAT' UTE LR AND EMPLOYERS' LIABILITY ANY._. YtN Earllvr- N J NIA 141782-72108576 01/04/2018 01/0412019 BENIFTTFRE L EACH areIDENT 500,000 ICEW Fz i OFD? y Mandatory in NH) E_L DISEASE_ EA EMPLJYEE 500,000. _-- if yes .J"crbe under DESCRIPTION pF PERATIONS below 1 E.L DISEASE ROL3CY iMIT 500,000. I DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) FAX # ( 407) 688-5152 I.; rK i u`II,A I C 111.JLUC1[ vnr.vcr...u+ r rvr• CITY OF SANFORD BUILDING DEPARTMENT P. Q. BOX 1788 SANFORD, FL 32772.1788 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, ROT" WILL BE DELIVERED IN V 1`itStf-EV It3 A( llhCU 4Vt(Y4KA 1IVIV. Ali rIYrIU6 re5erveU. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 0 0 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shell include: P111* This checklist A Form P405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pageslafay be greater) Energy Performance Level (EPL) Display Card (one page) V HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403 7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation inspection Component Criteria checklist (Table R402 4 1 1 - one page) 614 A completed Envelope Leakage Test Report (usually one page) If Form P405 ducrteakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) N —oMA \A' 1 I i I 2f,1018 1232 22 PM EneiqyGau9eFUSA 6)02;Rev 1? - F,aReS2017 FSC 6th Edition ;2017iCorripj;ant Software Page I of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name BRYANT ADDITION Butider Name SHOEMAKER CONSTRUCTION Street 134 KAYWOOD DRIVE Permit Office S WFil - 4 5 4' 'A Aj-(_ 5 5CityState. Zip SANFORD FL 32771 Permit Number. Jurisdiction 591500OwnerBRYANTRESIDENCE Design Location FL, Sanford County SEMINOLE (Florida Ciimate Zone 2 I New construction oi,existwq Addition 9 Wall Types i416 0 Soft l Insulation Area a Concrete Brock - Int Insul Exterior R=4 1 416 00 ft' 2 Single family or rnuftiple family Single-family b NiA R= Itt 3 Number of units if rnuftiPle farr'IY c, N,,A R- ff 4 Number of Bedroorns(Becirms In AcIditioni 0(01 a N/A 10 Ceilmq Types (338 0 sqft RT I"sulatQn Area 5 Is this a worst case? No a Cathedral/Single Assembly (Ventedi R=30 0 338 00 ft, 6 Conditioned floor area above grade (ft') 338 h N,A R= ft, Rr ft. c N!A Conditioned floor area beiow grade (ft') 0 11 Ducts R ft' 7 Windows(145 0 sqft I Description Area a U-Factor Dti U=O 31 145 00 ft' SHGC SHGC =O 22 12 Goolmg systems kBitu"t"t Efficiency a U-Faclor NfA a Central Unit 12 0 SEER 22 50 SHGC c U FjQtQr N,A as SHGC 13 Heating systems kBtu,h,, Efficiency d U-Factor NiA a Electric Heat Pump 14' 0 HSPF 12 00 SHGC Area Weighted Average Overhang Depth 1 483 fl, 14 Hot water systems - None required Area Weighted Average SHGC 0220 Car) N,A 8 Floor Types (338 0 soft' lrsialat,Qn, Area a EF 0 000 a Stag -On -Grade Edge IrisuIat;on R =0 0 338 0C ft, o Conservation features b N1A R= ft; None c N/A R= 15 Credits pstat Total Proposed Modified Loads, 8 02 PASSGlass/Floor Area 0.429 Total Baseline Loads 11 84 I hereby certify that the plans and spertfications, covered by Review of the plans and VIE S T4,, this calculation are in compliance with the FI da Energy specifications covered by this indicates compliance N11 Code r^__14 1 calculation with the Florida Energy Code Before construction is completed Ito, PREPARED BY: DATE this building will be inspected for t.:i compliance with Section 553 908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy OWNER/AGENT BUILDING OFFICIAL DATE, DATE to's Compliance requires certification toy the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4,1 .1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACHSO (R402.4.1,2), 11 i 12 2018 12 32 PM EnergyGaugaT USA 6 0 02 (Rev l)-F'aRes2O'7FBC6thEdition (20!7', CompitantSoftivare Page 1 of 4 ENERGY PERFORMANCE LEVEL (EPA} DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 68 The lower the Energy Performance Index, the more efficient the home. 1 New home or, addition 1 Addition 12 Ducts, location & insulation level a) Supply ducts 2 Single-family or multiple -family 2 ily b) Return ducts Rjqfaim1 c) AHU location 3. No of units (if multiple -family} 3 4 Number of bedrooms 4, 0 13 Cooling systems Capacity 12 0 a) Split system SEER 5 Is this a worst case? (yesino) 5 No b) Single package SEER c) Ground/water source SEER/COP 6 Conditioned Roor area (scl ft6 338 d) Room un;t/PTAC EER— e) Other 225 7 Windows, type and area a) U-factor'(weighted average) 7a 0310 b) Solar Heat Gain Coefficient (SHGC) 7b, 0,220 C) Area 7c 14510 8 Skylights a) U-taclor (weighted average) b) Solar Heat Gain Coefficient (SHGC) 9 Floor type, insulation level a) Slab -on -grade i,R-value) b) Wood raised (R-value) c) Concrete, raised R-value) 10 Wall type and insulation A Exterior 1, Wood frame (Insulation R,-value) 2, Masonry (Insulation R-value) B Adjacent 1 Wood frame (Insulation R-value) 2 Masonry (Insulation R-value) 11, Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier. installed 9a 0.0 9b 9C 10AI 1 OA2, 4,1 14 Heating system Capacity L2 0 a) Split system heat pump HSPF_ b) Single package heat pump HSPF c) Electric resistance COP d) Gas furnace, natural gas AFUE_ e) Gas furnace, LPG, AFUE_ f) Other 1200 15 Water heating system a) Electric resistance EF_ b) Gas fired natural gas EF_ c) Gas fired, LPG E d) Solar system Mn tank EF_ e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec,,-.— q) Other 1061 10132 1 b HVAG credits claimed ('Pertormance Method) a) Ceiling fans 11a 0 b) Cross ventilation No I I b SO c) Whole house fan No 11C d) Multizone cooling credit Ild No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303 1.3 of the Florida Building Code, Energy Conservation if not DEFAULT I certify that this home has complied with the Florida Building Code, Energy yConservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection Otherwise a new EPL n inSt displaycardwillbecompletedbasedodcode compliant features Builder Signature_- 4& - Date Address of New Home 134 KAYWOOD DRIVE -- City/FL Zip SANFORD, FL 32771 1?12; 206 12 32 24 PM ErierqyGauqe< USA 6 0 02 (Rev 1) - F!aReQC17 F5C 6t!-, F-djt:on Coripi:ant Software Page I of 1 M.Mc lln4l 1K10HT CI lRfiRfiAPV r'HI=(-VI HAT RFPQRT PROJECT Title BRYANT ADDITION Bedrooms 0 Address Type Street Address Building Type User Conditioned Area 338 Lot # Owner Name BRYANT RESIDENCE Total Stories BioCk!SubdW1sV, of Units I Worst Case No platBook Builder Name SHOEMAKER CONSTRUCTI Rotate Angie 0 Street 134 KAYWOOD DRIV Permit Office SANFORD Cross Ventilation No County SEMINOLE Jurisdiction 691500 Whole House Far No City State Zip SANFORD Family Type Single-fahl;ly FL 32771 New/Existing Addition Comment CLIMATE Design Temp Int Design Temp Heating Design Oa;ly Temp Design Location TMY Site 97 5 % 2 5 % Winter Summer Degree Days Moisture Range FL. Sanford FL_ORLANDO-SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume i Blockl 338 2704 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infli ID Finished Cooled Heated Main 338 2704 No 0 1 Yes Yes Yes FLOORS Floor Type space Perimeter R-VA44e Area T)Iie Wood Carpet I Slap -On -Grade Edge Insullno Main 51 ft 0 338 It' 0 0 ROOF Roof Gable Roof Raid Solar SA Ernitt Emitt Deck Pitch Type MRitenA-, Area Area Colo( Barr Absor Tested Tested Insui (deg') I Gabie or shed Conipositinn sh)ng')es 356 ft, 56 ft, Medium N C851 No 09 No 0 t 8 4 ATTIC Type Verilliation Vent Ratio ' n) Area RBS, IRCC I Fuli attic vented 300 338 It' N N CEILING Ceding Type Space R-Value Ins Type Area Framing Frac Truss Type Main 30 B'owr 3,8 It; Oil Wood 11: 12 2018 12 32 Ptvl EnerqyGauqe,,kUSA 6002(Rev 1FlaRes20l,'FBC6thEdition (2(,11-,) Compliant Software Page 2 of 4 1K10"T Q"MRA Pv r-"Fr-KLIST REPORT WALLS Adjacent Cavity width Height Sheathing Framing Solar Below Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor Grade',/,, S Exterior Concrete Block - Int Insui Main 40999 4 a 106 7 ft' 01 0300000 0 2 VV Exterior Concrete Block - Int nSul Main 40999 25 4 8 202 7 ft' 0 0300000 0 3 N Exterior Concrete Block - int Insul Main 4 0999 la 4 8 106 7 f+1 0 0300000 0 WINDOWS Orientation shown is the entered Proposed orientation Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening I S I Vinyl Low-E D"ble Yes 031, 022 N 40 0 ft' 2 ft 0 in I ft 4 in Drape5,'blinds Exterior 5 2 S I Vinyl Low-E Double Yes 031 022 N 10 0 ft' 2 ft 0 in I ft 4 in Drapesiblinds Exterior 5 3 VV 2 Vinyl Low-E Double Yes 0 31 022 N 15 0 ft, 1 It 0 in 3 ft 0 it, Drapes!b1inds Exterior 5 4 VV 2 Vinyl Low-E DouOie Yes u 31 022 N 15 0 ft' 1 lit 0 in 4 ft 6 in Drapes/bitrids Exterior 5 5 W 2 Vinyl Low-E Double Yes 031 022 N 15,0 ft, I it 0 o 6 tt U in urapesibimos Exterior 5 6 VV 2 Vinyl Low-E Doulbie Yes 031 022 N 15 0 P,' I ft 0 in 4 ft 6 in Drapes,I)lincts Exterior 5 7 W 2 Vinyl Low-E Double Yes 0 31 022 N 15 0 ft, i It 0 in 3 ft 0 In DirapesOinds Exterior 5 a N 3 Vinyl ;-ow-E Double Yes 0 31 022 N 10 0 ft' 2 It 0 in 1 ", 4 in Drapes,'blinds Exterior 5 9 N 3 Vinyl Low-E Double Yes 031 0 22 N 10 0 tt' 2 It 0 in I fl, 4 in D,apesiblmds Exterior 5 INFILTRATION Scope Method SLA CFM ri() ELA EqLA ACH ACH 50 I Wnciiehouse Proposed AGK50) 000356 3155 17 32 32 5i 339 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Erertri,; Heat Par-p/Supplerre None HSPF 12 12 kBiulfirr Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHP BlOck Ducts I Ceritrai Unit;Sul)plemental for None SEER 22 5 12 kBtu,,hr 383 cf,-n 08 Ductless SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Modei # Area Voiurne FEF None None ft, 1 112,12Qla '2 32 PM Ene,gyGauqe,,'iir U3A 6 0 02 iRev 1) - f IaReS2017 FBC 6th Edition i2017i Compliant Software Page 3 of 4 IKID"T SUMMARY rHFCKLIST REPORT TEMPERATURES Programable Thermostat Y Ceiling Fails Hea I r,g, HeatingJant X, Febelb' MMa, Ap, Apr May i I may 1XI J,,x Jun Xl J,! Jul X! AugAug XSep Sep Oct X I Nov Nov Dec Xj Dec Dec Venting Jan Feb X1 Mar XtX Apr May Jun JU L Aug L Sep Oct X; Nov Thermostat Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 1 12 Cooling YJD'l AM PM 78 150 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 8080 78 78 80 78 Cooling ( VVEH) AM PM 78 78 78 78 78 8 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( VVD) AM PM 66 68 66 68 66 68 66 68 56 68 68 58 68 68 68 68 68 58 68 68 68 66 58 66 Heating { WEH) AM Pm 66 68 66 68 66 68 66 68 55 68 a 68 6a 68 68 68 68 58 68 68 68 5B 68 56 MASS Mass Type Area Tbickness Furniture Fraction Space Default( d Ibs$Q ft 0 ft, ff 0 3 UNIt DefauI8 it)SiL ft 0 ftz O ft 0 3 UNIT 2 1, 122018 12 32 PM EnerqyGauqUSA 6 0 02 (Rev 1) - FlaRes2017 FUG 5tl, Edition (2017) Com pkant Software Page 4 of 4 el,', Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 134 KAYWOOD DRIVE Permit NumberISANFORDF132771 1 MANDATORY REQUIREMENTS See individual code sections for full details, SECTION R401 GENERAL R401,3 Energy Performance Level (EPL) display card ((Mandatory). The building official shall require that an energy performance level,,EPLf, display card be compieterl and cerl;fied by the builder to be accurate and correct before final approval of the b..jjidfn9 for occupancy Florida law Section 553 9085 Florida Statutes) requires the EPL display card to he included as an addendum to each sales contract for both presold and nonprPsold refirdelrittal buildings The EPL crspiay card contains information indicating the energy performance level and efficiencies of components Installed in a dwelling unit The building Official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building A copy of the EPL display card can be found in Appendix RID R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to fir -,it air leakage in aci;Qrdar-e with tte requirements of Sections R402 4 1 through R402 4 5 Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to oompily with Section C402 5 R402.4,11 Building thermal envelop* budding thermal envelope s^all comply with Sections R402 4 1 1 and R402 4 1 2 The sealing methods between dissimilar materials shall allow for differential expansion and Contraction R402,41 1 Installation, Tne cornporients of the buitictrig thermal envelope as listed in Table R4024 1 1 shall be ristalled in accordance with the nianufacturer s instfuct;ons and the criteria listed in Table R402 4 1 1 as appticabie to the rethod of construction Where reouirect hy the code official an approved third party shall risoect all cQrrrc,Onier`rls and verify compliance R402*11 Testing, The building or dwelling unit 5`1311 be tested and verified is having an air leakage rate not exceeding Seven air changes per hour in Climate Zones 1 and 2 and three air cringed per hoLr in Ci,mate Zones 3 triQug f,, a Testing steal; be conducted in accordance with ANSIRESNETIICC 380 and reported at a pressure Of 0 2 inch w g (50 roascaisi Testing shall be conducted by either fridividals as defined in Section 553 993(51 i)f, i71 Florida Statutes or individuals licensed as set toll n Section 489 (9) or t0 of an approved third party A written report raf the results of the test shall be signed by the party ronjucting trie test and provided to the code officia" Testing shall be performed at any time after creation of all penetrations of the ouildinq thermal envelope Exception. Testing is not required for 30111hons alterations renovations or repairs of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the poildlriq thermal envelope During testing I Exterior windows and doors fireplace and stove doors snail be closed but not sealed beyond the intended weatIrlerstrIPPing Of other infiltration control measures 2 Dampers inciuchng exhaust intake makeup air oacKdriaft and flue dampers shall be closed but not sealed beyond intended mfiltratron control measures 3 Interior doors, if installed at the time Of the test snail be Coen 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be Closed and sealed 5 Heating and cooling systems, if Installed at the time of the test shall be turned off 6 Supply and return registers if installed at the time of the test shall be fully open R402. 4,2 Fireplaces, New wood -burning fireplaces shah have tight -fitting flue dampers or doors and outdoor comoustion air ,'Vhere h Isingt#ght-fitting doors on, factory -built fireplaces listed and labeled in accordance with UL 127 the doors shad be tested and listed for the, fireplace Where ,sing tight -fitting doors or, masonry fireplaces the doors shall be listed and labeled in accordance with UL 907 EiR402* 3 Fenestration air leakageVVirclows skylights and sirdmq glass doors shall have an air infiltration rate of no more than 0 3 ctm per square foot "1 5 Ls)m2? and swinging doors no more than 0 5 calm per Square foot (2 6 L,sl-,2) when tested according to NFRC 400 or AAMAi WDIi,ill 10 111 S 2?A440 by an accredited independent laboratory and istrect and labeled by the manufacturer Exception: Site-oujit windows 3kyights and doors 11 r 1 2' 210 18 12 32 PM EnerqyGaaqe1 USA 6 0 02 (Rev I ; - RaRes2017 F8C 6tri Edition f2017Compliant Software Page 1 of 5 oR402,4,4 Rooms containing fuel -burning appliances, in Climate Zones 3 through 8 where open combustion air ducts provide combustion air to open combustion fuel burning appliances the appliances and combustion air opening shall be located outside the builUrrig thermal envelope Qi- enclosed in, a room Isoialreol from inside tne thermal envelope Such too" shall be sealed and insulated in accordance with the envelope requirements of Table R402 1 2 where the wails floors and ceilings shall meet riot less than the basement wall R-value requirement The door into the room s"i( be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403 The combustion air duct shall be insulated where it passes through conditioned space to a rriinlmi,,rr of R-8 Exceptions: Direct vent appliances with both intake and exhaust Pipes installed continuous to the outside Fireplaces and stoves complying with Section R402 4 2 and Section R1006 of the Fiorida Building Code Residential R402*5 Recessed lighting, Recessed =urininatues installed in the building Ilierrinai envelope steal' be sealed to limit air leakage between conditioned and unconditioned spares Ail recessed luminaires shalt be IC -rated and labeled as having an air leakage rate not more than 2 0 cfrTi (0 944 Lis) when tested in accordance with ASTM E283 at a 1 511 psf (75 Pal pressure differential All recessed luminaires shall be sealed with a gasket or cat.411i between the housing and the interior wall or ceiling covering SECTION R403 SYSTEMS R4031 Controls. R403.1,1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heatifig and Cooling system R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having stippiemeritary eiectnc-resistance heat shall have controls that except during defrost, prevent supplemental heat operation when the meat pump compressor ;an meet the heating load R403.3.2 Seating (Mandatory) Ail ducts air handlers filter boxes and building cavities that for- the primary air Containment passageways for air distribution systems shall be considered ducts or plenum chambers shall be constructed and sealed ri 3--cw1ance with Section C403 2 9 2 of the Comrnernial Provisions of this code and shall he shown to meet duct tightness criteria below Duct tightness shall be verified by testing in accordance with ANSI/RESNETICC 380 by either individuals as defined in Section 553,993(5) or l7l Florida Statutes or md'vlduais 'licensed as set forth in Section 489 105(3iif, (g? or in Florida Statutes, to be substantially leak free' it, accordance with Section R403 3 3 R403,3,2.1 Sealed air handier. Ai, narichers 5hai! have a rna,ufacturer s designation for an air leakage of no more than 2 percent of the design airflow rate wheiri tested n accoloanCe with ASHRAE 193 R403.3.3 Duct testing (Mandatory), Ducts, shal# he pressure tested zojeterrn!rie &( leakage dii one of the foliowinq methods i Rough-i,; test Total leakage snail be measured Nita a pressure b,ifferenttat of 0 1 inch w g 125 Pak across the systern including the manufacturer 5 air handier enclosure, if installed at the time of the test All registers shall be taped or otherwise sealed during the test Postconstnoction test Total leakage sha'i be measured with a pressure differential of 0 1 inch w ,, (25 Pa) across the entire system including the manufacturer's air handler enclosure Registers shall be taped or otherwise sealed during the test Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the pudding thermal envelope 2 Duct testing is not tinandatory for buildings complying by Section, 405 of this code A written report of the results of the test snail be signed by the party conducting the last and provided to the code Official R403,3,5 Building cavities (Mandatory), 6widing framlriq cavities shall not be used as ducts or plenums OR4034 Mechanical system piping insulation (Mandatory). Mechanical systempiping capable of carry-9 fluids above 105"F (41'Cl, or below 55'F 13'C, shall be insulated to a minimum of R-3 R403,4.1 Protection of piping insulation. Piping insulation exposed to weather snail be protected from damage including that caused by suritight moisture equiPrilert maintenance and wild and snail provide shielding from solar radiahon, that can cause degradation of the material Adhesive tape shall not he permitted R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Healer) water circulation systems snail be in accordance with Secticti R403 5 1 1 Heat trace temperature maintenance systems snail be ;n accordance with Section R403 5 1 2 Automatic controls temperature sensors and bumps shall oe accessible Manual -controls shall be readily accessible R403.5,11 Circulation systems. Heated water circulation systems shall be provided with 9 circulation pump The systerr, return Elpipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermoslphon Circulation systems shall be prohibited Controls for circulating hot water system pumps Shall staff the pump based on the identification of a demand for hot water within the c(7upancy The controls shall automatically turn off the pump when the water in the circulation loop s at the desired temperature and when there is no demand for hot water R40161 I Heat trace systems. Electric heat trace systems snail comply with IFEE 515 1 of UL 515 Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in ,he piping in accordance with the times when heated water is used an the occupancy 11 12,2018 1 2 32 PM Ene-gyGauqecf USA 6 0 02 tRev 1t - FiaRes20'7 FBC 61h Edition 12017% Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5,5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers st"V have heat traps installed or, both the inlets and outlets External heat traps Shall corisst of either a commercially available heat trap or a downward and upward bend of at least 3 '/li inches llaq rrimi in the hot water distribution line and cold water line located as close as possible to the storage tank R403.5,6 Water heater efficiencies (Mandatoryl. R403,6.6.1.1 Automatic controls, Service water heating systems Shall be equipped with automatic temperature controls Capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature Setting range shall be frorr 100°F to 140'F 38°C to 50'C) R403,5.6.1.2 Shut down, A separate switch or a clearly marked Circuit breaKel shall be provided to permit the power supplied to Elelectirlc service syster4,,,s to be turned off A separate valve shalt :)e provided to permit the energy supplied to the Main bi.irrier(s) of Combustion types of service water -heating systems to be turned off R403.5,6.2 Water -heating equipment. Water-neating equipment installed in residential units shall meet the minimurr, efficiencies of Table C404 2 in Chapter 4 of the Florida Building Code Energy Conservation Commercial Prov[slons, for the type of equipment installed Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements, for the appropriate water -heating category Solar water heaters shall meet the criteria of Section R403 5 5 2 1 F-1 R403.5,6.2.1 Solar water -heating systems. Solar systems for domestic hot,water production are rated by the annual solar energy actor of the systerr, The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory Of Certified Solar Systems Solar collectors shall be tested in accordance with ISO Standard 9806 Test Methods for Solar Collectors, and SRCC Standard TM-1 Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water -heating systerns should meet the following Criteria i Be installed with a tilt angle between 10 degrees and 4Ci degrees of the horizontal and 2 Be installed at an orientation within 45 degrees of true south R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code Residential or Florida Building Code Mechanical as applicaltite or with other approved means of ventilation including Natural Infiltration or Mechanical means Outdoor air intakes and exnausts shall have automatic or gravity dampers that Close when the verittiatior systern is not operating R403,61 Whole house mechanical ventilation system fan efficacy. When installed to function as a whole -House mechanical ventilation syste,- fans shall meet the el'i requirements of Table R403 6 1 Exceptions Where whole -mouse mecbaniCal ventilation fans are Eritegral to tested and i%ted HVAG ertuipment they shall be powered by an electronically commutated 'rotor R403.6.2 Ventilation air, Residential Oulidings designed to be Operated at a positive indoor pressure or for mechanical ventilation shalt meet the following criteria I The design air change per hour minimums for residential buildings it ASHRAE 62 2 Ventliation for Acceptable Indoor Air Quality, shah be the maximum rates allowed for residential applications 2 No ventilation or air-conditioning system make-up air shall oe provided to conditioned space from aft CS Crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools Or spas 3 If ventilation air is araviin from erctosed Spacers) then the walls of the space(s} from which air is drawn shall be insulated to a rmirnum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9 space permitting or R-1 0 otherwise R403.7 Heating and cooling equipment (Mandatory). R403.7.11 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the0equipmentloadscalculatedinaccordancewrenACCAManualJorotherapprovedheatingandcoolingcalculationmethodologies based on building lo"s for the directional orientation of the building The manufacturer and model number of the outdoor and indoori,inuts (if split system , shall be submitted along with the Sensible and total cooling Capacities at the clestg,,, conditions described in Section R302 I This Code does not allow designer safety factors provisions for future expansion or other factors that affect equipment Sizing System sizing Calculations shalt not include loads created by local intermittent rriechanri;a1veriblatiOn such as standard kitchen and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal !aw for the geographic location where the equipment is installed TABLE R403.6.1 HOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM iCFM) MINIMUM EFFICACY aAiRFLOW tCFM;WATTl RATE MAXIMUN iCFM) Range hoods Any 2 8 cf"i/watt Any In -line fan Any 2 8 cilmiwatit Any Bathroom utility rOOrn iG 4 cfm,watt Bathroom, utility room 90 2 8 cfml!watt Any For St 1 cfm = 28 3 0—m a When tested in accordance with HVI Standard 916 12r20^8 12 32 PM FnergyGaQqe USA 60 02 (Rev 1) - FIaRes2017 FBC 6th Edition ;2017i Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) Fi R403,71,11 Cooling equipment capacity. Cooling only equipment shall be selected so that as total capacity is not :ess than the calculated total toad but not more than 1 15 times greater than the total load calculated according to the procedure serected in Section 403 7 or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the, equipment shaft not be less than the calculated latent load The published value for AHRI total Capacity is a nominal rating -test value and shall not be used for equipment sizing (Manufacturers expanded performance data shall be used to select cooling -only equipment This selection shall be based or, the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment) the blower CFM provided by the expanded performance data the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the road calculation and 'Shall be adjusted for return s,de gains if the return duct(s) is installed in an r;nno nolitioned space Exr,eotrQns Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice R403,711 Heating equipment capacity. R403.7,1.2.1 Heat pumps, Heat pump sizing shall be based on the cooling requirements as calculated according to Section R4037 1 1, and the heal pump totei Cooling capacity shall not be more than 1 15 times greater than the design cooling load ever if the design heating :oad is 1 15 times greater than the design cooling load R403, 71,2,2 Electric resistance furnaces Electric resistance furnaces shall be sized within 4 J`rVV of the design requirements calculated according to the procedure selected in Section R403 7 1 R403, 712,11 Fossil fuel heating equipment. The capacity of fossil fuel rieating equipment with njlturat draft, ahliosphertc Ourners shall not be less than the design load calculated in accordance wrti, Section R403 7 1 R403, 7.1,3 Extra capacity required for special occasions Residences reqa,mrig excess Cooling or "ating equipment capacity on an intermittent basis such as anticipated adartionai :oacs caused by malor entertainment events shall have equipment slzed or controlled to prevent continuous space cooling or "ating within that space by one or more of the following options A separate coaltilip or heating SySter-i :s utilized to provide cooling or heating to the major entertatnment areas A variable capacity systeni sized for optimum performance during base ioaq periods is utilized R403, 8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple 1weiling units shall comply with Sections C403 and C404 of the IECC—Comrrrerca; Provisions in lieu of Section R403 R403. 9 Snow melt and ice system controls (Mandatory) Snow- andice-melting systems_ supplied 13througn energy service to the building include automatic controls capable of shutting off the system when the., pavement temperature is above 50°F (10 C ? and no precipitation is failing ani an automatic or manual Control that will allow si-ii,itoff winen tine outdoor temperature is above 40" F 4 8"Cl R403, 10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of Pools and permanent spas shat be in accordance with Sections R403 10 1 through R403 10 5 R403. 101 Heaters, The eiectro power to heaters shall be controlled by a readily accessible or -off switch that s an mtegral part of the heater mounted on the exterior of the neate,, or exlernato and within 3 feet l914 mmi of 1,ne heater Operation of such switch stia I hot change the setting Of the neater Viemiust4t Surat; switches shd1l bt! In 'iddillon lo a oircult breaker for the power to the heater Gas -fired heaters shall not be equipped with Corltrnuous(y burning ignition pilots R403,10, 2 Time switches, T,me, %AAc,',es nr other ,:0mroi method.s that ran a,,jorratically turn off and or according to a preset schedule shall be installed for heaters and pump motors Heaters and pump motors that naive bult-ril time switches shall ce in compliance with this sectror, Exceptions: I Wriete public health standards reqoire 24-hour Plump operation 2 Pumps that operate solar- and waste -heat -recovery pool heating SysternS 3 Where pumps are powered exclusively from on -site renewable generation R403.10. 3 Covers, Outdoor heated swimming Pools and outdoor permanent spas shall be equrppecl with a vapor -retardant cover on or at the water surface or a liquid cover or other means prover,, to reduce neat loss Exception: Where more than 70 percent of the energy for heating cornputed over an operation season is from site -recovered energy such as from a heat pump or solar energy source iovers or other vapor -retardant means shall not be required R403.10. 4 Gas- and oil -fired pool and spa heaters. Ail gas- and oilfired pool and spa heaters shall have a mrillnurn thermal 0 efficiency of a2 percent for heaters manufactured on or after April 11 6 .7013, whell tested =rr accordance with ANSI Z 21 56 Pool heaters fired by natural or LP gas shall not have continuously burring pilot lights i 12i2tll 16 12 32 PNI E,ergyGaLigez, USA 6.0 02 t Rev ! i - FlaRes2w 17 FBC Oil, Editiorl 7, Compliant Software Page 4 of 5 R403,10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum. COP of 40 when tested in accordance with AHRI I 160 Tahie 2 Standard Rating Conditions -low Air Temperature A test report from an independent laboratory is required to verify procedure compliance Geothermal swtrn-ring poop "at pumps are not required to meet this standard R403,11 Portable spas (Mandatorftie energy consumption of eiectr c-powered portable spas shall be controlled by the requirements ofAPSP-14 SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R4041 Lighting equipment (Mandatory). Not less than 75 percent of tne 18MPs in permanently installed lighting fixtures shall be high -efficacy lamps or not less vian 75 percent of the permanently installed lighting fixtures Shall contain only high-efftcacy lamps Exception; Low-voitage lighting R404,11 Lighting equipment (Mandatory), Fuel gas lighting SySteff`15 shall ,rot have C0ntinLi0USrr b"frilng pilot lights 11112;2018 12 32 PM EnerqyGauqeUSA 6,102,Rev 1),F!aRes2C',7FBC6tt,,Edit lon;20!7i Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA project Name BRYANT ADDI I ION Builder Name SHOEMAKER CONSTRUCTION Street 134 KA(WOOD DRIVE Permit Office SANFORD City. State ZIP SANFORD FL 3277, Permit Number cQ OwnerBRYANT RESIDENCE Junsdiction 691500 Design Location FL Sanford U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the build rig envelope Air -permeable insulation shall The exterior thermal envelope contains a continuous air barner not be used as a sealing material. requirements Brea" or joints in the air carrier shall be sealed The air barrier in any dropped ceiiing/soffit shall be aligned with The insulation in any dropped celltrig/50"fit Celfing"affto the insulation and any gaps in the air carrier snall be sealed shall he aligned with the air barrier Access openings Crop down stairs or knee wall duu,s to unconditioned attic spaces shall oe sealed 111 1 I - The junction of the foundation and sill plate shall be sealed Cavities within corners and headers of frame wails Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by cornpietely filling the cavity sealed with a rratertal having a thermal resistance of R 3 Knee wails shall be sealed per mQh rninirriurn Exterior thermal envelope insulation for framed wa1s shall be installed r) Su0%t3nlllal contact arl,d continuous alignment wth the air barrier Windows. skylights The space between windowijoor larriois and framing and and doors skylights and framing snail to sealed Rim joists Rirr jo,sts shall include the air barrier Rim joists shall be insulated Floors The air barrier shall be tristailed at any exposed edge of Floor frantng cavity insulation shall be, installed to inOuding InSLJ4al!10n Tinalnt&ri permanent contact wrth the underside of above -garage salofloor decking of floor framing Cavity insulation and cantilevered snail be permitted to be,r, contact with the top side floor$) of sheathing or continuous insulation installed on, the ,noterside of floor framing and extends from the bottom to the top of all oertmeter floor framing rrernbers, Crawl space walls Exposed eattiri in ifIverlted crawl spaces snail be covered with Where provided instead of floof arlst,;W'011 unsi_llaf[Orl a Class I vapor retarder with overlapping joints raped snail be permanently attached to the Crawl$PiRiCe Shafts penetrations Duct shafts, utility Penetrations and flue shafts opening tic, exterior or unconditioned space shall be Sealed. Batts In, narrow Cavities snali be cut to fit, or narrow cavities shall be filled by insulation that or, Narrow cavities installation readily conforms to the available cavity spaces Garage separation Air searing shall be provided between the garage and conditioned spa c Is Recessed lighting Recessed light fixtures installed in the bulidinq thermal envelope Recessed light fixtures installed in the oijilding shall be sealed to the drywall thermal envelope shall be air rgrit an,,. IC rated Batt insulation snail be rut neatly to fit around wiring Piumbing and wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space snail Showehitut The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tut:is shall on exterior wall tubs shall separate then, from the showers and tubs be insulated - Eiectnealiphone box o, The air barrier shall be rnstalied behind electrical of _omrnunicationna" be "' ST i exterior walls boxes or air -sealed boxes shall be installedo or te, pHVACregisterboots r1VAC register Is that penetrate bi.lildinq thermal envelope ShallorathatpenetrateVgist" boots be sealed to the sub -floor or drywall Concealed When required to be sealed concealed itiire sprinklers shall only be sealed in a manner that is recommended by the manufacturer sprinRlerS Caulking or other adhesive sealants shall not be used 10 fill voids pL1nkIgL,-_2veL 2latgIA go Aa(Js oL ;,- lings"_ a in addition inspection of log walls shall be in accoroance WIM Me pfuvlhorlb or Page I of I 11 i 2,2Q 18 12 32 PM ErierigyGauqe,F USA 6 0 02 (Rev 11 - FlaRes2017 FBC (31h Edition (2017, Compitant Software Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction 691500 Builder: SHOEMAKER CONSTRUCTI(Xbri-imunity. Address 134 KAYWOOD DRIVE City SANFORD ammm Lot, NA State FL Zip 32771 x 60 * 2704 CFM(50) Building Volume ACH(50) 1 PASS L---, E'When ACHi,50) s less than 3 Mechanical Ventilation installationl must be verified by building department Method for qalculatin buildin volume 0 Retrieved from architectural plans 0 Code software calculated C. Field measured and calculated R402A,1.2 Testing, Testing snail be conducted in accordance with ANSI RESNET ICC 31$0 and reported at a pressure of 01 2 inch w 9 i50 PaSCaifi Testing shall be Conducted by either iridrvidijals as defiried in Section 553 993t51 or 7' Florida Statues or individuals i'--ensed as set forth n Section 489 105(3)(f1 ;9) or ill or an approved third party A written report of the results of the test shall de signed by the party conduchrig tie test and provided to theca is official Testing shWj be performed at any time after creation of all penetrahnns of the ludi1ing then raf w7veKVe During testing 1 Exterior windows and doors firepiace and stove doors shall be Closed but •rrot seated beyond the intended weathetstriowng or other infiltration controt measures 2 Dampers including exhaust intake, rhaketjp air baCk draft and flue dampers shall be cIo$ect out not sealed beyond intended infiltration control measures 3 interior doors if installed at the time of the test shall be open 4 Exterior doors tor corit nu"$ ventilation systernS and ,eat recovery ventilator shall be Closed and sealed 5 Heating and cooiing systems if instated at the tune :if the test shall be turned off 6 Supply and return registers if ristatitio at the tune of the test shall be fully loner Company Name. Phone I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above Signature of Tester Printed Name of Tester: License/Certification # Issuing Authority 1112 20'8 12 ' 32 26 PM EiergyGaogeiUSA 6 0 92 'Rev 1 FaRes201' FBC 6th Editor :2017) Compliant Software Page I of 1 N111p Manual S Compliance Report Job: BRYANT Date: Nov 12,2018111111111'"qu Entire House By: TRICIA HIGGINS LJ SPEEDY CALCS LLIC Plan: CSF338 2805 STATEN DRIVE, DELTONA, FL 32738 Phone 407 314 8495 Fax 407 322-5788 Email. SPEEDYCALCS@YAHOO COM Web WWW SPEEDYCALCS COM For: BRYANT ADDITION, SHOEMAKER CONSTRUCTION 134 KAYWOOD DRIVE, SANFORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain 7503 Btuh Entering coil DB: 75.0°F Outdoor design WB: 75.2°F Latent gain: 2092 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 9595 Btuh Indoor RH: 50% Estimated airflow: 383 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment typp: Split ASHP Manufacturer: CARRIER Model: 38MAQB12R-003+40MAQB12B-003 Actual airflow: 383 cfm Sensible capacity: 8208 Btuh 109% of load Latent capacity: 2592 Btuh 124% of load Total capacity: 10800 Btuh 1130/oofload SHR: 76% Design Conditions Outdoor design DB: 40.9°F Heat loss: 8171 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 38MAQB12R-003+40MAQB12B-003 Actual airflow: 383 cfm Output capacity: 12000 Btuh 147% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 383 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 'F Meets all requirements of ACCA Manual S. wrightsoft, 2018-Nov-12 12 38 33 Right-Sutte4 Universal 2018 18 0 31 RSU08373 Page I DocumentsWightsoft HVAC\134 KAYWOOD DRIVE rup Calc=MJ8 Front Door faces: E Proje Summaryct ------'- ° Entire HouseLi Date: By: v r Nov 12,cum rRIuIAwIGoINo EEC),L^LL Plan: nor*uo Proiect Information For: 8RYANT ADDITION, SHOEMAKER CONSTRUCTION 134 KAYVVOOD OR|VE, 5ANFORD, FL32771 Notes: Load Calculation was obtained via electronic copy of drawing Weather: Orlando Sanford, FL.VS Winter Design Conditions Summer Design Conditions Vutsidogb 41 `F OutaideUb 93 F nsidadb 70 ~F nnidadb 75 F DeoignTD 29 ^F Design TD 18 F DailyK8 Relative humidity 50 Moisture difference 39 On1b Heating Summary Structure 0171 Btuh Ducts 0 Btuh Central vent (0ofm) 0 B(uh Humidification U 8tuh Piping 0 Btuh Equipment load 8171 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heatin Cool in Area(R') 338 338 Volume 4225 4225 Air changes/hour 061 0,32 Equiv. AVF(ohn) 43 23 Heating Equipment Summary Make CARRIER Trade CARRIERS Model 38MA0B12R-003 8HR|ef 8738030 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat int=31^F 12H8PF 12000 Btoh@47^F 23 F 383 chn 0.047 ofmVBtuh O inM2D Sensible Cooling Equipment Load Sizing Structure 7502 BVuh Ducts O Btuh Central vent Ndm> 0 Btuh none) Blower U Btuh Use manufacturer's data Rate/swing mump|ier 1.00 Equipment sense load 7503 Btuh Latent Cooling Equipment Load Sizing Structure 2092 Btuk Ducts 0 Btuh Central vent (Ochn) O 8<uh o»*) Equipment latent load 2092 80uh Equipment Total Load (8en+Laq 9595 8tuh Req. total capacity at07OSHR 08 tun Cooling Equipment Summary Make CARRIER Trade CARRIERS Cond 38MAQ812R-003 Coil 40MAQ812B'003 AHR|ref 8738636 Efficiency 13OEER.225SEER Sensible cooling 9120 Btuh Latent cooling 2880 Btuh Total cooling 12000 8tuh Actual air flow 303 nhn Air flow factor 0 051 uhn/Bkuh Static pressure 0 inH2O Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Nov- ou38 33 p mv mum.smmm/wonnmmx o ,,' n"m= u^w"ghu" xv^c,mKAvwmonnn/vecup o"m^mwn rro".n"°*ce" s Component Constructions Job: BRYANT 111111111411111b Date: Nov 12, 2018 Entire House By: TRICIA HIGGINSLiSPEEDYCALC'S LLIC Plan: CSF338 2805 STATEN DRIVE, DEL TONA, FL 32738 Phone 407314-8495 Fax 407322-5788 Email SPEEDYCALCS@YAH00 COM Web WWW SPEEDYCALCS COM For: BRYANT ADDITION, SHOEMAKER CONSTRUCTION 134 KAYWOOD DRIVE, SANFORD, FL 32771 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29'N Outdoor: Heating Dry bulb ('F) 41 Daily range ('F) - Wet bulb ('F) - Wind speed (mph) 15.0 Indoor: Indoor temperature ('F) Design TD ('F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M Method 75 Construction quality 7,5 Fireplaces Construction descriptions Or Area U-value ft, Btuhlftl- F Walls CONCRETE BLOCK W STUCCO R4 1: Blk wall, stucco ext. 8" thk, 1/2" n 149 0.243 gypsum board int frish s 118 0.243 w 252 0,243 all 519 0,243 Partitions none) Windows CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm n mat, cIr innr, 1/2" gap, 114" thk, NFRC rated (SHGC=0.21)150% blinds n 45 ", medium; 50% outdoor insect screen, 2 ft overhang (5 ft w indow s ht, 1A ft sep.); 6.67 ft head ht all CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl I'mT s mat, cIr innr, 1/2" gap, 1/4" thk, NFRC rated (SHGC=0.21), 50% blinds 45", medium; 50% outdoor insect screen, 2 ft overhang (6.8 ft w indow ht, 1A It sep.): 6.67 ft head ht CODE' MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm w mat, cir innr, 1/2" gap, 1/4" thk, NFRC rated (SHGC=0,21); 50% blinds 45', medium; 50% outdoor insect screen. I ft overhang (5 ft w indow w ht, 3,6 ft sep.): 6.67 ft head ht all CODE MINIMUM: 2 glazing, cir low-e outr, argon gas. insulated vinyl I'mri w mat, cIr innr, 1/2" gap, 1/4" thk , NFRC rated (SHGC=0.21), 50% blinds 45", medium; 50% outdoor insect screen: 1 ft overhang (5 ft w indow hL 4.6 It sep.) 6.67 ft head ht CODE MINIMUM: 2 glazing, cir low-e outr, argon gas, insulated vinyl frm w mat, cir innr, 1/2" gap, 1/4" thk: NFRC rated (SHGC=0.21). 50% blinds 45', medium; 50% outdoor insect screen; 1.6 ft overhang (5 ft w indow ht, 6 It sep.), 6,67 ft head ht Doors none) Heating Cooling 70 75 29 18 50 50 24.6 38.7 Simplified Average 0 Insul R Htg HTM Loss CIg HTM Gain W- F;ftiri Bq,h,fV 6tuh Bhovit, Siuh 41 7W 1057 4,93 737 41 7,07 836 4,93 583 4,11 707 1780 4,93 1241 41 7,07 3672 4,93 2562 10 0.330 0 9.60 92 834 80 10 0,330 0 9,60 96 834 83 10 0,330 0 9,60 96 8,34 83 30 0,330 0 9,60 284 834 247 41 0.310 0 9,02 368 5,61 229 15 0.330 0 9,60 140 212 309 15 0,330 0 9,60 144 21,2 318 30 0.330 0 9.60 284 21.2 626 29 0,330 0 9,60 280 21.2 617 15 0330 0 9,60 140 212 309 wr#91hitsaft- 2018-Nov-12123833 Right-Sude,,V Universal 2018 18 031 RSU08373 Page 1 Documen"tsk"W"'ri'g'h't's'o'f,tH'V'AC\134KAYWOOD DRIVE run Calc=MJ8 Front Door faces E Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 325 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 51 Right-Suite(0) Universal 2018 18 0 31 RSU08373 DocumeritskWrightsoftHVAC\134KAYWOODDRIVE.rup Calc=MJS Front Door faces E 0.032 30.0 0.93 303 1.75 0.989 0 28,8 1468 567 2018-Nov- 12 12 38 33 Page 2 111111ibdow AED Assessment Job: BRYANT dp% Date: Nov 12, 2018 Entire House By: TRICIA HIGGINS LJ SPEEDY CALC'S LLC Plan: CSF338 2805 STATEN DRIVE, DELTONA, FI- 32738 Phone 407 314-8495 Fax 407 322-5788 Email SPEEDYCALCS@YAHOO COM Web WWW SPEEDYCALCS COM For: BRYANT ADDITION, SHOEMAKER CONSTRUCTION 134 KAYWOOD DRIVE, SANFORD, FL 32771 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29'N Outdoor: Heating Dry bulb ('F) 41 Da I ly range ('F) - V\/etbulb (*F) - Wind speed (mph) 15,0 Indoor: Heating Cooling Indoor temperature ('F) 70 75 Design TD ('F) 29 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/lb) 24.6 38.7 93 Infiltration: 17 (M 75 7.5 Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 3) HAr Q( Dy qp I 4(-Dk,'T Maximum hourly glazing load exceeds average by 63.7%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 701 Btuh (PFG - 1.3*AFG) 4* 4- wrightmoft, 2018-Nov-12 12 38 33 Right- Suae,Universal 2018 18 0 31 RSU08373 Page 1 Docuio) ents\ Wngh( soft HVAC\134 KAYWOOD DRIVE rup Calc=MJ8 Front poor faces: E Right -A@ Form A Entire House SPEEDY CALC'S LLC Job: BRYANT Date: Nov 12, 2018 By: TRICIA HIGGINS Plan: CSF338 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax 407 322-5788 Email SPEEDYCALCS c@YAHOO-COM Web WWW SPEEDYCALCS COM 1 Name of Room Entire House ADDITION 2 Running Feet of Exposed Wall 51 0 If 51.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 13.0 0 988.0 ft, 13.0 it 988-0 It, 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 325.0 ft 25A x 13.0 11 3250 ft' 5 Coiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 325.0 ftx 0 325.0 ft' Type of Const.. Panel HTM Area or Btuh Area or Blob Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L.-Clg 6 all CONCRETE BLOCK... n 7.07 4.93 169 1057 737 169 1057 737 Iaz CODE MINIMUM n 9.60 8.34 10 92 80 10 92 80 laz CODE MINIMUM n 9,60 8.34 10 96 83 10 96 83 1 1 Wall Glaz L---Glaz CONCRETE BLOCK CODE MINIMUM CODE MINIMUM s s s 7.07 960 9.02 493 834 5.61 169 10 41 836 96 368 583 83 229 169 10 41 836 96 368 583 83 229 aft CONCRETE BLOCK... w 7.07 C93 325 1780 1241 325 1780 1241 taz CODE MINIMUM w 9.60 21.17 15 140 309 15 140 309 z CODE MINIMUM w 9.60 21.17 15 144 318 1s 144 318 laz CODE MINIMUM w 9.60 21.17 29 280 617 29 280 617 laz CODE MINIMUM w 9A0 21.17 16 140 309 15 140 309 Ced 16E-30ad 093 1.75 325 303 567 325 303 567 Flor 22A-tpl 28.78 0.00 325 1468 0 325 1468 0 Infiltration Meahng toad (Btuh) 0 61 1372 1372 Effect WAR WARr— 12 Sensible Load (Btuh) ACFt 1.00 445 t00 4450321 Latent Load (Btuh) 1 592 1 Internal a occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 1200 1500 1200 1500 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1 1 8171 7503 1 2092 8171 7503 Duct EHLF & ESGF 0 0 0 0 1 1 1 0 0 15 Loads ELG oI I I 1 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 ( Winter Humidification Load Gal/Day I 0 7 0 t T I C 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 701 701 21 Total Load Sum lines 13 through 19 8171 7503 2092 8171 7503 Calculations aDDroved by ACCA to meet all requirements of Manual J $th Ed. wriyt tfotic^ 2018-Nov 12 12:38:33 Right-Suite-)Universal201818.0.31 RSU08373 Pagel Documents\Wnghtsoft HVACA134 KAYWOOD DRIVE rup Calc = MJ8 Front Door faces E ML A Form - Worksheet A Entire House SPEEDY CALC'S LLC Job: BRYANT Date: Nov 12,2018 By: TRICIA HIGGINS Plan: CSF338 2805 STATEN DRIVE, DELTONA, FT 32738 Phone 407 314-8495 Fax 407 322-5788 Emad SPEEDYCALCS@YAHOO COM Web WWW SPEEDYCALCS COM Supporting Detail Project Name: 134 KAYWOOD DRIVE Date: Nov 12, 2018 Address: 134 KAYWOOD DRIVE, SANFORD, FL 32771 Phone: Job ID: BRYANT Worksheet A Location and Design Conditions Weather Location: Orlando Sanford, FL, US I Elevation = 56 1 Latitude = 29 Indoor Conditions, Heating: DB = 70 'F RH= 50% Indoor Conditions, Cooling: D13 = 75 'F RH = 50% Table 1 Conditions 99% DB = 41 'F I% DB = 93 'F Grains Difference = 39 gr/lb Daily Range = M Design Temperature Differences HTD = 29 'F CTD = 18 'F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrightsaft-, Rtgh(-Smte Universalsat 2018 18 0 31 RSU08373 D0CL1rnents\WnghtsoftHVACk134 KAYWOOD DRIVE RIP Calc=MJ8 Front Door faces 201 8-Nov- 12 12 38 34 Page I Sheet 1 FINAL DUCT DESIGN TO BE COMPLFTED ON JOB SITE BY HAVC CONTRACTOR DUE TO VARIATION IN TRUSS PACKET. THE MANUAL D WILL BE USED FOR CORRECT SUPPLY AIR AND RETURN AIR SIZING PER 2017 FL BLDG CODE 6TH EDITION Job #: BRYANT Performed by TRICIA HIGGINS for: BRYANT ADDITION 134 KAYWOOD DRIVE SANFORD, FL 32771 SPEEDY CALL"S LLC 2805 STATEN DRIVE DELTONA, FL 32738 Phone 407 314-8495 Fax 407 322-5788 WWW SPEEDYCALCS COM SPEEDYCALCS@YAHOO Scale: 1 : 104 Page 1 Right-SuiteO Universal 2018 18.0.31 RSU08373 2018-Nov-12 12 39 58 tsoft HVAC\134 KAYWOOD DRI\ Duct System Summary Job: BRYANT Date: Nov 12, 2018 Entire Houseti By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: CSF338 040kcx" 2805 STATEN DRIVE, DEL.TONA. FL 32738 Phone 407 314-8495 Fax 407 322-5788 Email SPEEDY GAL C S@ YAHOO COM Web WWW SPEEDYCALGS COM For: BRYANT ADDITION, SHOEMAKER CONSTRUCTION 134 KAYWOOD DRIVE, SANFORD, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 383 cfm 0 ft Cooling 0 in H2O 0 in H2O 0 in H2O O.000 10.000 in H2O 0 in/1 00ft 383 cfm Name Design Btuh) I I Htg C Ig cfm) (cfm) Design FIR Diam in) H x W in) Duct Mati Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk ADDITION c 7503 3831 383 0 0 Ox 0 VIFx 0 0 Name Grille Size (in) I Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) I Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 383 383 0 0.060 01 0 Ox 0 VlFx wrightsoft- Right-Suite Universal 2018 18 0 31 RSU08373 Docurn,ents\Wrightsoft HVAC\134 KAYWOOD DRIVE rup Calc=MJ8 Front Door faces.E 2018-Nov-12 12 38 34 Page I t^ -i t Job: onw r Date: Nov ,2,zmo Entire House By: TRIomHIGGIwnSPEEDYLipmn copaw 4^ 2an:ur^rcwDRIVE, DEL TUNA, pILnz,mrnone "oro'^-wvo r°"w,3zu'omo sm°./opceuvc«LcoO,*v0000MWeb .vWWu,cen,c»^oncow For BRYANTADDITION, SHOEMAKER CONSTRUCTION Heating Cooling inH2O) VnH2O> External static pressure 0 U P/eosure|ouneo Coil 0 0 Heat exchanger U O Supply diffusers U O Return grilles O 8 Filter O 0 Humidifier O O Balancing damper O O Other device O 0 Available static pressure O U Total Effective Length Supply Return 8) R) Measured length ofmn* ut 0 U Measured length of trunk O O Equivalent length offittings 0 0 Total length O U Total effective length 0 Friction Rate Heating Cooling in/ 100ft) in/ 100ft) Supply Ducts O ^ U.00 O <0OO Return Ducts 0, 060 OK 0.080 OK Fitting Equivalent Length Details Supply Totu|EL= O Return Tota|EL= 0 u,vw"°ouuoo p.vma..,*mUniversal m,: m vo` xxu08373 Page o"cum.**="gh*" "v^ o/wwvwnooDRIVE "* xw"~wJo pm*n"*la*"s This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. AHRI Certified Reference Number. 8738636 Date, 11-12-2018 Model Status : Active AHRI Type HRGU-A-C6-0 Outdoor Unit Eirarid Name CARRIER Outdoor Unit Model Number, 38MAQB12R--3 Indoor Type Mint -Splits Indoor Model Number(s) 40MAQB12El--3 Rated as Wows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda I and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equirament and s(Alled to rating accuracy try AHRI-sponsored, independent, third party testinq Cooling Capacity 11 12000 EER (95F) 13,00 SEER. 22.50 High Heat 1 12000 Low Heat IT 7F) 7800 HSPF 12.00 Sold iii USA, Canada fAcit"'Model Status are these met an AHRI Gent thcation Program Partiapant r. corrently pro0uang ANU setting or offering for sale, OR new models that are being nuaketed but are rot yet being produced *Production Stopped' Mi Status are those that an AHRI Certif"Iton Program Participant is no longer prodticing BUT is still Zlizorl.offte=` tar $a* tied by WAS indli an, involuntary re ra* The new Published rating is sittown along with " pqrwi'i tte. _WASH DISCLAIMER AHRI do" not endorse the products} listed on this Certificate and makes no representations Warranties or guarantees as to, and assumes " responsibillryfor, the products) listed on this Cortifloste. A14RI expressly ithiclaimis all liability for damages of any kind arising out of the use or performance of it* products), or the Unauthorized alteration of data Its"d on this cer"Catti Certified ratings are valid only for modals and conflipirattoms, listed In ttki directory at og TERMS AND CONDITIONS This Certificate and Its contents am proprietary products of AHRI. This Cartiftate shall only to used for individual, personal and confloilarbal reference purposes, The contents or this Certificate, may not, In winote or in ii tie reproduced; copied; disseminated; ovilered Into a compoter dotatiew, or 0"lorialise utilized, in arty farm ot manner or try any, means, except for the users trallvidual, personal and confidential reference, AsR CONDMONING, KAPNG CERTIFICATE VERIFICA711i'11011111 & Tite infoirmistion for the modal cited on Mis oertifIcate can be vwtftd at w wv, ,'i lifterwtp o(K, click on '1vt, r if* link and enter the A14RI Certified Reference Number and the date on vi into cooftew was named, which is (listed above, and the Cartificate No., we" Is listed at bottom right, 1318F6161690159300 C12018AIr- Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. a a WOW M I I to?h k' RE: 747485 - FAMak USA, Ind - Site Information: 6904 Parke East Blvd. J33 Customer Info: Shoemaker Construction Project Name: Bryant Residence Mod amsak on610-4115 Lot/ Block: Subdivision: Address. 134 Kaywood Dr City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: William F, Stuhrke, PhD, PE License #: 22150 Address: 12215 Rebeccas Run Dr. City: Winter Garden State: Florida General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2017/TP12014 Design Program- MiTek 20/20 8.1 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37,0 psf Floor Load: N/A psf This package includes 8 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. The truss drawing(s) referenced above have been prepared by MiTek USA, Inc, under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's 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 jurisdiction(s) 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/TPI 1, Chapter 2, E N is 39380 STATE OF W Q R 0 N A Thomas A. Nbani PE, NO-19380 MITO USA, Ric. FL Cert 6,634 6904 Parke East DW, Tampa FL 33610 Date: October 27.2018 Albani, Thomas I of I Job Truss 747485 A01 27 3x4 Truss Type , Oty Ply GT154342S7 GABLE 1 1 Jot) t3- 8,130 s Mar 11 2018 MiTkik Industries, Inc, Sat Oct 27 12:59:14 201ki Page I ID: ZHJJZ CYZGcl6NcRSFVDx7yt)rnqO-lo8Ckc?SrQlBdjjilOilh?Jbwkwltxhfyt4t)I-IyP(',aB 12- 8-0 25-4-0 10 11 12 22 20 --- ----------- 1- 4 23 19 '8 26 25 16 2, 00 12 12- 8-0 12-80 scale: IW1' O 14 3x4 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ltd PLATES GRIP TOLL 20, 0 Plate Grip DOL 1,25 TC 0.36 Ved(t-L) 0.00 15 n/r 120 M-1-20 244/190 TGDL 7, 0 Lumber DOL 1,25 BC 0.28 Veit(CT) 0.02 15 na- 120 BCLL 0. 0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 14 n/a nia BGDL 10. 0 Code FRC2017/TP12014 Matrix-S Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOTCHORD 2x4 SP No2 BQTcHonp- Rigid ceiling directly applied 6-0-0 oc bracing, OTHERS 2x4 SP No-3 REACTIONS. All hearings 25-4-0 if)) . Max Holz 2=-99(L G 10) Max Uplift All uplift 100 lb or loss at joint(s) 22,23,24, 20, 19, 18 except 2--250(L-C 12), 14_-250((-(' , 12), 12), 17=- 155(L(-, 1), 16= 188(LG 12) Max Grav All reactions 2501b or less at joint(s) 21, 22,23,24, 25,20, 19, 18,17except 2,313(1-(,, 1), 14=313( 1.-C 1), 26=497(LG 21), 16r497([-C 22) FORCES. (lb) - Max, Gomp,/Max, Teti, - All forces 250 (1b) or less except when shown. WEBS 3- 26=-340/275, 13-16=-340/276 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7- 10, Vult=1 40roph (3-second gust) Vasd=1 08mph; TGDL=4.2psf: BGDL--4,2psf, h-251r, 131=451t; L=.40ft, eave=511. Cat, ll; Exp (.-,, EncL, GGpc=0.18; MWFRS (directional) and G-C Extorkx(2) -2-0-9 to 1-11-7, Interior(1) 1-11-7 to 12 8-0, Exterrof(2) 12-8-0 to 16- 8-0 zone,C-G for members and forces & MWFRS for reactions shown; Lumber DOL=l .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), sea Standard Industry Gable End Details as applicable, or consult qualified budding designer as per ANSVTPi 1 4) All plates are 2x4 MT20 unless ritherwise, indicated. 5) Gable te.qLtitoS continuous bottom chord hearing, 6) Cable studs spaced at 1-4-0 or- 7) This truss has been designed for a 10,0 psf button) chord live load nonconriment with any other live, loads- 8) ' 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 fall by 2-0-0 wide will fit between the bottom chord and any other mernbers, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 b uplift at joint(s) 22, 23, 24, 20, 19, 18 except Or= -lb) 2=250, 14=250, 25- 155, 26-188, 17=1 55, 16= 188, 10) Reveled plate or shim required to provide full hearing surface with truss chord at joint(s) 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, I homss A Albani PE bc.39180 1,oTok USA, ln. FL Qo,1 6634 V0A Parko Eaia 61,V0 Taiiipii FL Z361LI Unto October 27, 2018 4L WARNING, Verity design parannefers "d REAO NOTES ON THIS AND INCLUDEO MITEK REFERANCE PAGE 110,17473 rev, 1010312015 BEFORE USE, ra"'jkjf' V'*' I t-(mo "fily will) t0ifek"', "' =Tai"A"t" IN',k aqt) is t'Ac- I'liiy i1j. 4 {,AI 9"olois' "'hown, , 9td is for A' fi>dc+ $v it I AiodtinI <" 'mj-f"N t' 1K 'I otms'yst"[" ME' rY MiTek' is, lkwoy T,'Jkw i k'i krtqlityol d ro lK,Voto wilt I t4tity of I 14'i ary I"t qukkwwo I,' Ioi'lhlg the 1, it 4rs ilk,( i. %tof, hr, " d(Alv(n V, , (' " ti, a' t Fn.ftN,rcutrl=thutsc,y an, 5 litm sys t, %,, ANSVWII Quaffy CrIfeda, 0$849 and SCSI Suilldiltliq Companont 6904 Parke East Blvd liom him llol' 4000e. 2lh ki, IAI-A. 1;t' Al"'X01vino, VA 27:' 14, 1 itT4)a,FL 33510 747485 Tiuss Type sciSS&s, Cry Ply T15434258 American Builders Supply, Santozd, Florida 32773 8,130 s Mar 11 2018 MiTiak Industries, Inc. Sat Oct 27 12:59:15 2018 Page I ID:ZHJ,)Z GYZGc16NcRSF'VOx7ybmqO-D?tayyO4cjt2EtitiskDyECrig76OcFOpBXqE?IyPcaA 2 0,0 6_9-14 12-8-0 18-6-2 25-4-0 27 4-0 2-0-0 6-9-14 5-10-2 5-10-2 2-0-0 Scale 1,4'-1' 4x6 - 2.00 12 3x8 6-2 5,40 6-9 14 5-10-2 Plate Offsets LOADING (pst) SPACING- 2-0-0 CS1. IDEFL. in (10c) I/diatl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0,55 Verlg_,L) 0,43 9-10 >714 360 MI-20 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0,91 Vett(CT) 0.81 9-10 >375 240 BOLL 0.0 Rep Stress Incr YES WB 0,65 Horz(CT) 0.39 6 n/a n/a BCDL 10,0 Code FRG20171TP12014 Matrix -AS Wind(LL) 0,47 9-10 >647 240 Weight: 107 Ib FT = 2091. LUMBER- BRACING - TOP CHORD 2x4 Sr No.2 T0r CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=104810-8-0,6=1046/0-6-0 Max Hoiz 2=99(LC 1 1) Max Uplift 2=-519(LC 12), 6=-519(LG 12) FORCES. (11h) - Max. Comp./Max. Ton, - All forces 250 (t1p) of less except when shown. TOP CHORD 2-3=-3799/1682,3-4=-2862/1285,4-5=,2862/1270,5 6=379911710 BOT CHORD 2-10=,1487/3600,9-10---1492/3610,8-9=-1553/3610, 6-8=-1547/3600 WEBS 4-9,-509/1433,5-9-=-978/517,3-9--9761521 NOTES- 1) Unbalanced roof live loads have been considered lot this design. 2) Wind: ASCE 7- 101 Vult=1 40niph (3-seGQnd gust) Vasdw,l 08mph: TGDL=4.2psf, BCDL=42psf; h_-25ftl 13-45ft: L-40ftl eave=51t , Gat. 11, Exp C ; E nc( ., GCpt =0. 1 8; MW F R S (directional) and C - C E xtenor (2) -2-0-9 to 1 - 11- 7, Intian or (1) 1- 11- 7 to 12- 8 0. Exte t c) r(2) 12-8-0 to 16-8-0 zorre,C-G for membets and forces & MWFRS for reactions shown, Lumber DoL=1.60 plate grip DOL-1,60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10-0 pal bottom chord live load n0ncancurrent with any other live loads, 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord In all an, -a$ where a TcaGlangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any ether mernbers, 6) Pealing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI I angle to grain tormula, Building designer should verify CapaCity Of LIQUHng surface, 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding I Ck' In uplift at joint(s) except (jt-lb) 2.514,13=519, 8) This truss design requires that a minimum of 7/16" structural wood sheathing he applied directly to the top chord and 112" gypsum sheet rack be applied directly to the bottom chord, Thomii!r A. Afbow PE Nc2380 MiTe* USA, Inc, FL Coil, HN 9,14 Parka East 6111,41, Tiimpa FL 113V0 0 at4 October 27,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrFK REFERANCE PAGE Ulf-7473 rev , 1010312015 aEFORE USE. If, Ref"to um, IN, I lhx of f*" A Ally (r d,Mtn{ I I w I ,,lry if, , 'It -, ito thr, ji'l, , tty, (,V,1(111 DOI' Wek' K Awoys I k't tit tidily lrrl t' I 1""" 4 It "1104 ,ce Whit I I ,m'fVII ftljtffy ql vi t,f< I k,tiy 4,1- YJ, 6904 Pafke East BlVd Tanya. FL 33610 Job Truss Truss Type aty Ply T15434259 747485 VT1 GABLE Arnenc-an Builders Supply, Sanford, Florida 32773 8,130 s Mat 11 2018 MiTek Industries, Inc, Sat Oct 27 12:59:16 2018 Page 1 ID:ZHJJZ CYZGcl6NcHSFVOx7ybrnqO-hBGzglOiNl?vslt4QRkBmQOzZXe2LtNyPBZoXByPca9 1240 25-4-0 12-8-0 1280 Scale = 1 40 6 4.00 12 4x4 - 4 12 11 10 3x4 9 3x4 LOADING fast) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n1a 999 M720 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0,12 Vert(G'T) n1a n/a 999 BCLL 0,0 Rep Stress Incr YES WB 0,07 Hoiz(CT) 0,00 7 n/a n/a BGDL 10,0 Code FRC20171TP12014 Matrix S Weight: 90 lb F1 -, 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No? SOT CHORD Rigid ceiling directly applied or 10-0 0 ac bracing, q OTHERS 2x4 SP No.3 REACTIONS, All Bearings 25-4-0 lb) - Max Harz I =-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10 except 12= 152(LC 12), 13=154(LG' 12), 9=-1 52(LC 12), 8=- 154(LG 12) Max Grav All teactions, 250 lb or less at joint(s) 1, 7 except 10=271 (LC 1), 12=309(LC, 21), 13z,318(I_G 1), 9-309(LC 22), 8=318(LC 1) FORCES, (lb) - Max- Comp,/Max. Ten. - All forces 250 (In) or less except when shown. NOTES- 1) Unbalanced toot live leads have been considered for this design- 2) Wind: ASCF, 7-10, Vult=140mph (3-second gust) Vasd=108rnph; TGDL=4L2p,1f1 FICIDI-4,2psf; h 251t' B=,45ft, [_=40ft, eave=51[1; Car, It: Exp C * Encl., GCpi=0.16; MWFRS (directional) and C-C Exleuoi(2) 0-11-5 to 4 8-0, Intenor(l) 4-8-0 to 12-8-0, Exterior(2) 12-8-0 to 16-8-0 zone-IG C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL-1,60 3) All plates are 2x4 MT20 unless otherwise indicated, 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10,0 pst bottom chord live load nomonWtfont with any other live loads, 6) * 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 chard and any other roeml.-*is. 7) Provide mechanical Gonnection (by others) of truss to bearing plate capable of wMistanding 100 It,, uplift at jorrips) 1. 7. 10 except 01-db) 12=152, 13=154, 9=152, 8-154. Thomas A Albm PE No,31380 kKo USA, Inc FL C0 K3,4 00A Pa*e East BNd Tampa F L 3610 MAO October 27,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND WCLUOFO WTEK REFERANCE PAGE WI-7473 rev. 10/0"015 BEFORE USE, Ooaur) vulr$f"l ov „"ly Aft mitt k connc'' tots, (Xlltrlivr$uoi (Alridih j , ohlj-lxmt' n"l Rotow(r" lho inusl v,41ly IN) q441( th" om"I'* M iTe, k' KJW'1Ytiw(ruiwd lot 1'11'jjilyol ,I r'llov"[11 will, I -S4 A,, injkmy I i I 4"J,olly'volmi'y' I, I )jonokol J<Arv',F)('oto' lion'110 t+Jnaot Kvwss'lv'0 rrmsy'tom"'c IANSWII VS84? and &C$l #Ufdbg Campartorit 6904 Parke East Ift1d Safety thfoanaffm w4ol',lo It"'m I"Ir& Preto lnsllhjle, ? W 1,4Le,,.'ilwol, cutl,x a t,. Nex, rr,lmr. VA?23 f4, Tampa FL a3610 Job T(uss Truss Type 747485 VT2 Gl A B L E T15434260 30 - 10-8-0 4,00 12 20 2 10 8130 s Mat 11 2018 MiTok Industries, Inc- Sat Oct 27 12:59:17 2018 Page 1 ID:ZHJJZ CYZGc18N64SFVOx7ybfnqO-9NqLNeIK8L7mUBSHz9GQJdx5Mxx74F115(it,11-4dyPCa8 44 3 9 8 7 2x4 3x4 - 2A 21-4-0 LOADING (psf) SPACING- 2-00 CS1. DEFL. in (loc) Waft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TGDL 7,0 Lurnbei DOL 1,25 BC 0,26 Vert(CT) n/a n/a 999 BOLL 0,0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a ion r-i FPr.9nl7/TPI?nl,4 mnt,sy-q Weight 71 Ih FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puilins. BOT CHORD 2x4 St' No,2 BOTCHOnD Rigid veiling directly applied or 10-0-0,3o bracinq. OTHERS 2x4 SP No,3 REACTIONS, All hearings 21-4 0, 11a) - Max Harz 1 =-65g-G 10) Max Uplift All uplift 100 In of less at joint(s) 1, 5, 7 except 9= 223(LG 12), 6-223(1-c 12) Max Grav All reactions 250 lbot less at joints) 1, 5,7except 9=456(1,(' 21), 6-456(1-c 22) FORCES. ( 1b) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, WEBS 2-9=-32 1/308, 4-6=-325/308 NOTES- 1) Unbalanced tool live loads have beef) considered for this design. 2) Wind: ASCE 7-10; Vuft=140niph (3-second gust) Vasd=108mph; TCDL=4,2pst; BCDL=4,2psl; h=25fl; B=45ft; L=40ft; eave=5f; Cat - II; Ext) G: Encl_ GGpi=0,18; MWFRS (directional} and C-C Exterior(2) 0-11 5 to 4-11-5, Intenot(l) 4 11-5 to 10-8-0, Exterror(2) 10- 8-0 to 14-8-0 Zone;C-O for rnernbers and forces" MWFRS for reactions shown: Lumber DOL-1.60 plate grip DO(-1,60 3) Gable requires continuous bottorn chord beanw, 94) This truss has been designed for a 10,0 pst bottom chord live load nonconcurront with any offiet hve loads, 5) * This buss has been designed for a live load of 20,0psl on the bottorn chard in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottoni chord and any other members. 6) provide inechanical connection (by others) of Ittfss to bearing plate capable of withstand4)g 100 lb uplift at joints) 1, 5, 7 except I= ib) 9=223,6=223. WARNING- Vadfydesign P...tiff .." READ NOTES ON THIS AND fiNCLUDED MITEK REFERANCE PAQE Mr,7473 rev. 1010.1,2015BEFORE USE. a tt4as SyskqoN' T"to kr-, the t','kA(Ata),1',4qIX,f must ""'fify the of 141"AAlly < I, kNin f I A-f a Vry ln -11 a tol, "w"<trucln rd" 1h, inq t, Awcly, wxInit'xi 1"( 0 it Arty Ath'i I' I le'W'411 - 1014 ",Aa With I" At4, 1 t%of "It ttlj(gy ft I ivj-fry :iowxq,, I or q,, afol 1,x,Iofitnq It I, 4,1, jr,{)f'f Qua ffyCif dd, DSO-40i and SCSI SuRdIng Componont Tho,,mafi A, AiWm PF NOIMO W- Clik USA, inc, FL C0 6634 ON'Pwka East, Mwd. Tampa FLM10 Date AWMERIWAIKOH, MR' MiTek' 6904 Parke East Blvd Tatipa P[- 33610 Truss Truss Type VT3 GABLE T1S434261 Jab Reference aDtional} _ Amar(can_ Builders antSupply5ord, Florid —a 32773 - - 8.130 s Mat 11 2018 MiT€rk Industries, Inc. Sat Oct 27 12.50:18 2018 Pagel 1 D:Z HJJZ_CY7-Gc16NcR SF V Ox7ybmg0-da0ja_2zueFdSK 1 T Xsnfsr TJd 1_KVpkpF tV 2uc3yPCa 7 8-8-0 17-4-0 8.8 0 8-8-0 1 3x4 r=- LOADING (psf) TOLL 20.0 TC.DL 7,0 BCt L 0.0 BCDL 10.0 4.00 12 2x4 2 0 2x4 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr YES Code FRC2017riP12014 4x4 - 3 2x4 4 Scare _- 1:27.8 8 7 6 3x4 3x4 -- 2x4 2x4 '...... 17-4-0 CS!- DEFL. in (loc) I/deft Ud TC 0.18 Vert(LL) nia nfa 999 BC 0,12 Visn(CT) n/a nta 999 WB 0,07 Horz(CT) 0,00 5 We nta Matrix-S 5 PLATES GRIP MT20 2441190 Weight: 56Ib FT 20 LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 ac purlins. BOT CHORD 2x,4 SP Nc.2 BOT CHORD Rigid ceiling directly app!€ed or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 1 7-4-0- tb) - Max Horz 1,-52(LC 11) MaxUplift All uplift 100 1b or less at joint(s) 1, 5,7 except 9=-167(LC: 12), 6= 167(LC 12) Max Grav Ail reactions 250 Ib or less at;oint(s) 1, 5 except 7=257 (LG 1), 9=340(LC 21), 6 =340(i C 22) FORCES, (Ib) - Max. Gorrlp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced scat live toads have been considered for this design. 2) Wind: ASCE 7 10: Vult=140mph (3secondgust) Vasd=108rnph, TCDL=4.2psf; BCDL-4.2psf; h=25ft, 13=45ft; Lm40ft, gave=511; Cat. 11; Exp C; EncL, GCpi-0.18; MW FRS (directional) and C-C Extehor(2) 0-11-5 to 4-8-0, interior(1) 4-8-0 to 8-8-0, Extertor(2) 8-8-0 to 12- 8-0 zone,G-C for members and forces & MW FRS for reactions shown, Lumber DOL-1-60 plate grip DOL=1-60 3) Cable requires continuous bottorn chard bearing, 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcunent with any other live leads. 5) . This truss has been designed for a live load of 20.0psf on the bollom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wido will tit between the bottom chord and any other members. 6) Provide mechanical connoction (by others) of truss to bearing plate capable of withstanding} 100 Ib uplift at joint(,,) 1, 5, 7 except lt= lb) 9=167, 6=167. Tf grills A. A€bam PE No 3S364 tjT4R. L SA,. ln,.,. FL. Corr 462,4 904 Parke Ea'rt Blvd, T a 11p„ FL 53V0 Dale October 27,2018 WARNING- V" design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE AM-7473 rev tfEWPW I5 SEFORE USE f)>*' 3n' rii,£€ca rw=.u;Pf Witte mfl'k ist*sx'd xtry!rf. 'r' knd1,ta'XI 11"1 o Inm system rk+* tt•m's'trx:=txdt.4t rtt d<=<,r<tr mar must <,rity lh,"444v z£4iily ut .&s3{rill*: ar turt4ris::N I14"1'tlym s,r£wn<rir. n,r d'nsgtnrtt, ttr <»"I'A 191' txni ifrxl .£<=sk 7r l"ilkwinoii £k,ol'-£rs h, rxevrart fxx_kW'J£ 44'1trrfuul£ntss""A' olvosrrtk s£ m'-Flrttls cxtky. A:£liFkrcxtf f€irrt Nib xty ax4E rorrarh nt Ns x rn} . i i- dwoys wqure<t f t sL4t>iEify <znd I' I t"Vs sit .« tby sue with Ix'o4 1 £ tsrx;It inlay "knd I q"J "xty dortxal,,, Fur ttenEx,r£ quid lw" rs q< 'writr,1 ££zc3 f< ttxk'cttk.n, stee',X,Fe dolivery. < w"li.xn orx£ t uk' its,) of trivw%ornd tr,ass syvlcarns. w(,AAk%(fptt guaffy C00da, 0$049 and SCSI Su#dkgr CamPanont 6904 Parke Lost Blvd Safety ktt imaNOaw, 4b tt de tr«zt trr, flol,, lw,tritie. ! Iit N I ee ;ir xd txa?s :tl?, N,,xorx tr£' J. VA 22i14. Tanya, fL 3W 0 runs type T15434262 747485 VT4 Valley American Builders Supply, Sanford, Florida 32773 8.130 s Mar 11 2018 MiTek Industrios, Inc. Sat Oct 27 12:59:19 2018 Page 1 ID:ZHJJZ GYZGcl6NcRSFVOx7ybmgO? 5my5nK3btyNUjL)cf5altjO20VclgUYBA059oS8WyPCa6 6-8-Q 13-4-0 8.0 6.8-0 mm 4x4 -- 3 Scale = 1.21-2 3x4 x:: 2x4 2x4 2x4 3x4 z 13-4.0 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc) itdetl Lld TCLL 20-0 Plate Grip DOL 1.25 TC 0,10 Vert(LL) nla Iva 999 TCDL 7.0 Lumber DOL 1,25 BC 0,07 Vert(CT) nla - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(GT) 0.00 5 Iva nta BCDL 10-0 Code FRG201717P12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT cf-Iom 2x4 Sr No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 42 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. B.OT CHOr! D Bigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Ail bearings 13-2-8. lb) - Max Horz 1=-39(LC 10) Max uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-126(LC 12), 8=-126(1-C 12) Max Grtav All reactions 250 lb or less at joints) 1, 5, 7 except 6=257(LC 22), 8=257(LC 21) FORCES. ( lb) - Max. Cornp /Max. Ten- - All forces 250 (lb) or less except when shown, NOTES- 1) Unbalanced root live loads have been considered for this design- 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd =108n2ph; TCDL-4.2psf; BCDL-4.2psf; h=25ft; B=45ft; 1-40ft, OaVe=5ft; Cat. If; Exp C, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1 1-5 to 4-11-5, Interior(1) 4-11-5 to 6-8-0, Exterior(2) 6-8-0 to 10-8-0 zone;GC for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOI_=1.60 3) Gable requires continuous battorn chord bearing. 4) This truss has bean designed for a 10.0 psf bottom chord live load €3onconavrent with anV other live loads. 5) " This truss has been designed for it live load of 20.Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide wilt kit between the, txottorn chord and any ether members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except of= lb) 6=126, €3-126, omas A. A4f:aii PE No,O330 PiR, 7,0 USA, Inc, FL eit 60A 004 Paike Eaast Blvd, Ta `tua3 F1,,'.:[F1i} C, Fde WARNING • Verify design parameters and REAR NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE W1-7473 rev. 1010312015 BEFORE USE. D- M,IfI V, AkI kv (lets ,IAA %-'tlh MlEa kt' 'a,nr s^ t era Ittiw,ia}4ln is t:<su ,i xai q` ixr* n t:a xuat n ti =T i. oii i is t ,r •:xz ui #ivi=furri txia`<i nq 'orn4 n nl. not , 1 I""S 11,11`m 14`tt gt'lim"It,?f.N!kATKJ,I, vslfN"f litl llt V,,WY fhc, if j 4„5t AltVcr ttr 4 t v I' lly 4nc+I1 wIto Itim, 1, 'Ski, i,A,, Itu'?,V,,V, At I' m, Ilil t <kwmirn. kircx iii*,1 ira4k<tte f tx k: pre*rcxN k+,tckkit>SI of Itvilvkbxtl fttn; v,=e•h,ttx Uor z (u>r<4 nu mt>f i3,.nfY- .f fiti+niat tEHlit*rtaty :gxi tr,csix,nk i ,rir a ` I- AWcxys Iaquil-Irar sI,itiitrlyon, Itc tiurYenF w,il.q*se: ,nitli r,a>sakiei,*tsctxIt Arils t>,f to 4airty, <fc»ii .#o I,, tr1 11,-wIt E#td!S,n it e1"q, rAurafttc k st ,rkxa&,n st.i<xt* f<>fivefY. e>ee:- tkmcirxi t io, inn of ttiisu;s.KvI t[uss systeai s, uaeAN9t/TFtt Goaft Crfsda, DSt6-SP aad SCSI 9aMdhV CoMporaRert 6004 Patke East Blvd. 8ohtybtfpalta( kt,rFr3,41"ll4"tlz ri4tx",KilotnshlIlex.?Ii'N-teeSti-4.5,0,3i7 Wxai fit. A2231A- Tanyxa_Fa 33610 Truss Truss Type Oty Ply T15434263 t7485 VT5 CABLE Job Reference imaj). xn r-i-c-a-n Builders Supply, onda 32773 8,130 s Mar 11 2018 MiTek Industries, Inc. Sat Oct 27 12:5919 2018 Page I ID:Zl-iJJZ CYZGcl6NcR,FVOx7ybrnqO-5my5nK3btyNUjMt5ai(iO20UhilWYB0059oS8WyPca6 4-8-0 48,0 4-8-0 ca Q 2x4 400 12 4x4 - 2x4 ! LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (foc) I/deff L/d TOLL 20,0 Plate Grip DOL 1,25 TC 0,16 Vert(LL) n/a Na 999 TCDL 7.0 Lumber DOL 1.25 130 0,13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Hofz(CT) O00 3 n/a n/a BCDL 10,0 Code FRG2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No-2 BOT CHOnD 2x4 SO No,2 OTHERS 2x4 SP No.3 REACTIONS. ( Ib/size) 1=118/9-4-0,3=11819-4-0,4=316/9-4-0 Max Horz I =-25(LG 10) Max Uplift 1 =-56(LG 12), 3=-56(!-C 12), 4=- 1 18(LC 12) Max Glav 1=122(LG 21), 3=122(1-C, 22),4=316(-'-; 1) FORCES, ( lb) - Max. Comp./Max. -Von. - All forces 250 (lb) or less except when shown. WEBS 2-4= 209/259 Scale 1: 17,11 2x4 PLATES GRIP MT20 244/190 Weight; 27 lb FT r 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHOCO Rigid ceiling directly applied, or 10-0-0oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=140mph (3-second 9LISt) Vasd=l 08mph: TCDL-4.2psf; BGDL.-4,2psf, h=25tt; B=45ft; [,40111 eave=5ft; Cat. 11; Exp G; Encl., GCpi=0.181 MWFRS (directional) and Exlwroi(2) z(,)ne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL- 1,60 3) Cable requires continuous bottom chord bearing. 4) This truss has been designed far a 10.0 pst bottom chord live load nonconCUrrent with any other live loads 5) * 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others} Of trUSS to hearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (It=lb) 4= 1 18. Th*, mes A. Albam PE Nc-311380 MuTrik USA, Inv FL 'ett 604 04 POoka East Blvd, Tarnp,a FL T3610 DIN October 27,2018 WARNING- Verify d.109rip.18triatelsaird READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M*7473r". 10103f2MiSEFORE USE, I I*ujn I., Ar,'l 1"r u%(oirlyeAth mflok,. Thi-lo4on t "wol, IX)II K C III) llvdr,+ruol I A ivi$inij n"t otlkmsy, Ikmilleltoi(,u?, w,&tV(,qjry ttA%I,ljjAf- A Alyol I I, siOin I J*„t"rly (Is it, : 116.I NN, t Alit, tinq J%ol " firIlItkirl indk ok d (4 t", j4,w,,qe t'u,' *1ing IA In, Avkruol hums wot- I,h,wi I i"A fit =(s only. MiTe' k kA MIAllity" Ind I"prewont-41,11 kol wilordin%j the fill qj< rajt,n, s6904 Parke East Best 1A,X ilv)of lamm,Irl i lt,%m wl(mn,, QuaWyCillroda, 038-651 and 8C$1 SU#d#W Comportont Tampa, Fl- 336101 Job 747485 Truss Type Valley T15434264 JabReference t tionai} _.._.__ w __ s Supply, Sanford, Florida 32773 _ 8.130 s Mar 11 2018 MiTek Industries. Inc. Sat Oct 27 12:59:20 2018 Page i ID:ZHJJZCYZGcl6NcRSFVOx7yhrngO.ZyWT?g4DQGVLLoUsfilp7xGZgb8?ZHfSYKoX?gyyPGa5 2-8-0 5-4 0 m, _&_ o 2 8 0 2x4 := 400 ' 12 3x4 r 20 Scale = 1:9.8 Q-C#-12 5;4,Q 0.0,12 5-3-4 Plate Offsets (X,Y)- _J2,9-, -_q Edge)_ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (lac) Udell L7d PLATES GRIP TGLL 20,0 Plate Grip DOL 1,25 TC 0.09 Ved(LL) nla nla 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BG 0,15 Veft(CT) nla nla 999 BGLL 0-0 Rep Stress Incr YES WE 0.00 Horz(CT) -0,00 3 nta nla BCDL 10.0 Code FRC2017fTP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - Tor CHORD 2x4 SP No.2 T'—P ciCio iC? Structutaf wood Sheathing dfreo ly applied of 5-4-0 oc Lw!ms. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (tblsize) 1=12E315-2-8, 3=12815-2-5 Max Horz 1=-12(LG 10) Max Uplift 1=-53(LC 12), 3=-53(LG 12) FORCES. (Ib) - Max. Comp./Max, Ten. - All forces 250 (It)) or less except when shown NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust} Vasd=108mph; FGDL=4-2psf; BCDL=4,2psf; h=2511, B=451t, L=40I1; eave=5ft; Cat. 11; Exp C, End., GGpi=0.1 Et, MW FRS (directional) and C-C Exterior(2) zone;G-C for members and farces & MW FRS for reactions shown, Lumber DOL=1-60 plate grip DOL=1.60 3) Gable requires conttnuauS bottom chord bearing- 4) This truss has been designed loi a 10.0 pst bottom chord live lead nonconc cent with any other has loads. 5) ' This truss has been designed for a five load of 20.0psf 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_ 3) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100Ib uplift at joints) 1, 3. Thant as A, Album PE pn,393? M,,,'Tsk uSA, lnc. F: Ceat 034 404 Pw0 Errs. Bit a, ?ampa FL 33610; Date October 27, 2018 WARNING- Verify design pnramefars and READ NOTES ON THIS AND JNCLUOEO WEK REFERANCE PAGE W-7473 rev t 0/03,2015 BEFORE USE t)^Jr} n xi Eto; kau: Ny ti09)1,011k"lids kv<Ni r'tx:i5j ,fdy .ft =;t*ri•xnet i stx tn?n, rnd is rol'I) 9"k Jivi,fuol t;trti'finq :omf n W, tx>i hors.<syrt<=#n Elea#.:r , gnu itua l x# lion{ <! >ur}rxa in#tsl crafty ttx* <.t}4 * ot:'llity" t . ,e ,4t9 t."x dirk •tc #<otO f •t i,ily in q'tok, lhiss i< vt.:trr tnt • Itx c l=t• dl MR' htdicS4txt ,tratrOn. R• xmy}uvlk:ctta tntrfr*ur*nt trtcki#nt#^t Et xstvi•4tnx ttutn=t •.af(rx<fx>f=l rnraml e r<a>r'iY. r, kAti rxai trir7fx a.kY <w,f }x'treeart r rt Ex,M:ir, Mt F,•At+t}^, fe ttrile,dty t'tt dtYy txxft ttl.....W 'Hitt It v,A !e i x isatt:a injo;y otr I I J,f'rri ty dcr#eT>fk.,. F<v i{rxxxctl *;Rd k l'e3 t'ac}r Etif{gut lttez b it qk • olk,n, st otZoo .f0lvaary. r re'.txvr and tx.x.n"} ut imw,s'in, E puss sy`btexrors we A(a(yMlj QuaW Cffloda, OS"P and BC$l Bufid#g Campanwnk 6904 Parke East BW 8a(Wty#b0ar1aMTRrv. x1ot4, 4'fn 6rsr. Kit,, IrMifii , Fitt N k, 3 i,^,,I '4 }t#e 'tli. FVrax<:xh titer, VA2'31,1 Tir pa. FL 33610 Symbols PLATE LOCATION AND ORENTA TION 31; Center plate or, joint unless x, y offsets are indicated. Dimensions are In ft-i-i-sixteenths. Apply plates to both sides of truss and fully embed teeth t For 4 x 2 orientation, locate plates 0- ;," from ou-side edge of truss. This symbol indicates the required directionc€ slots in connector plates. software or upon request. The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dirrension 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 1 bracing if indicated BEARING indicates location were bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only, Industry Standards: ANSUTPI 1: National Design Specification for Metal PiClTe Connected Wood Truss Consiruction. DSB-89: Design Standard for Bracing BcslBuilding Component Safety Information, Guide to Good Practice for Handling, installing & Bracing of Metal Plate Connected Wood Trusses. 7 J Iirhel')slons Shown in ft-in-sixteenths Drawings not to scale} 2 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS iCC- ES Reports: ESR- 1 311 1, ESR- 1352, ESR I Q88 ER- 3907, ESRZ-2362, ESR-13PT ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSl/TP1 1 section 6.3 These truss designs rely on lumber values established by others. c 2012 MiTek(D All Rights Reserved MiTek Engineering Reference Sheet, MO-7473 rev, 10/03/20,15 Failure to Follow Could Cause Property Damage or Personal Injury I AaOlronal Stability bracing for truss system, e,g, diagoncil or X-bracing, is always redulr,-Eld See BCSi 2 Tf,-jSS Lrac,ng must be desigr'ied by an engineer. Pci w Ce tfu'S Sr-cClrig, rrciviaucif ralecli biror-estlhe-rnsehves rnoy require bracng, or alternative Tor I bfacing sncuc be considered 3 Never exceed the design locoling Shown and never stack rnaterials on inadequately br-,C,-,J trusses, 4. Provide Copies of this truss design to the building desi, gr,er, erection "supervisor, property owner and oil ott"ef lr'te'esfed oartres: 5 CjT.-remt)ers to bear tightly again.st each otther. 6 piace plates one rh face of truss at each lCrfand embed fully Knots and wane alloint locations afe regulated by ANSI/TPI 1, 7 Design OSSUMeS trusses Wii(tZre Suitably protected from r e envronmrenf in oCCord witt) ANSIJTPi I UNessother,,,vise noted, moisture content of lurnbef Shall not exceed I 9%at time of fotricction 9 U,), Iess expressly noted, this design is not applicable for use witn fire refordont preservative treated, or green 10, Camber is a nor -s'ructu!al and is the es I po- nsiOlity of twss fabricator Geneloil practice is to 0-rmbe, fof dead load deflection. 1 11 P Te type, see, orlent-ation and location dirrier'storis indoate,r', arez, rnn&iurn Platinc requirements 12 sholf I2 of the species and size, cnd al respects- equ'ol to or better than, tnal 1' 3, Top chords must be sheathed or burlins provided of spacing indicated ondesign. Bottom chords require lateral bracing at 10 ff, spacing, or less' if no calirg is Installed, uniess Otherwise no -fed. 5. Conr-ieecfcrs not Shown are the responsibility if others, 16 :)'o (,lot cut'--r Citeer truss member or plate Without prior opprovai Oflan engineer, 17 In -tall and load vertically unless indicated otherwise 18 Use of green or freated lurflber may pose rinacceptobke nvifonmenfoi, health or performance risks Consurr witr) project engineer before use, I u, Review all port his of this design (front, back, Llords and picturs-s') before use Reviewing pic-11hires clone is not sufficlent 20. Design assumes manufacture in accordance with ANSi/'TPl I Quality Crifelia, A 27- iAJ;i 5,0 15 '94 f E Eg2 e 4 RECC) I M C'01"Y Installation Manual Installation and Fireplace Setup INSTALLER: Leave this manual with party responsible for use and operation. OWNER: Retain this manual for future reference. NOTICE: DO NOT discard this manual! HEAT&GLO No one builds a better fire Am Mix M_ RH36 Ii1 91WE A W, ULceus LISTED WOODBURNING FIREPLACE Installation and service of this appliance should be performed by qualified personnel, Hearth & Home Technologies recomends HHT Factory Trained or NF1 certified professionals. NATIONAL hearthEV, FIREPLACE FACTORY TRMNING INSTITUTE' A WARNING: If the information in these instructions is not followed exactly, a fire or explosion may result causing property damage, personal injury, or death. DO NOT store or use gasoline or other flam- mable vapors and liquids in the vicinity of this or any other appliance. DO NOT overtire. Civerfiring will void your warranty. Comply with all minimum clearances to com- bustibles as specified. Failure to comply may cause house fire. I A WARNING I timatmiwmgmiiL HOT SURFACES! Glass and other surfaces are hot during operation AND cool down. Hot glass will cause burns, DO NOT touch glass until it is cooled NEVER allow children to touch glass Keep children away CAREFULLY SUPERVISE children in same room as fireplace, Alert children and adults to hazards of high temperatures. High temperatures may ignite clothing or other flammable materials. Keep clothing, furniture, draperies and other flammable materials away. I L. A WARNING I Fire Risk. For use with solid wood fuel only, Other fuels may overtire and generate poisonous gases (i,e, carbon monoxide). Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 Safety Alert Key: DANGERI Indicates a hazardous situation which, if not avoided will result in death or serious injury, WARNINGI Indicates a hazardous situation which, if not avoided could result in death or serious injury, CAUTIONI Indicates a hazardous situation which, if not avoided, could result in minor or moderate injury. NOTICE: Indicates practices which may cause damage to the fireplace or to property. Table of Contents 1 Product Specific & Important Safety Information A, Fireplace Certification 4 B.Non-Combustible Materials 4 C.Combustible Materials 4 2 Getting Started A'Typical Fireplace System B. Design and Installation Considerations 1 Selecting Fireplace Locations 2 Locating Fireplace &Chimney C. Tools and Supplies Needed D Inspect Fireplace and Components E. Fireplace System Requirements 3 Framing and Clearances A. Fireplace Dimensions B Clearances Minimum Clearances ,oCombustibles C. Construct the Chase D. Frame the Fireplace E. Secure and Level the Fireplace F. Protective Metal Hearth Strips G.Outside Air Kit (opuona|) 4 Chimney and Termination Requirements A. Chimney Requirements B. Offsets/Returns C, Termination Requirements 5 Chimney Installation A. Typical Chimney System D.Assemble Chimney Sections C.Install Chimney Air Kit D.Secure Offset/Return E. Install Ceiling Firestopu 00, F. Install Attic Insulation Shield GRoof Penetration H. | netmU Chaaex}haneTbp i Termination Cap Requirements J. Install Termination Cap 5 0 8 7 8 8 8 O 10 11 12 12 13 14 15 16 17 18 18 19 20 20 21 22 22 23 23 6 Shrouds A. Radiation Shield B, Field Constructed Shrouds 1. Open Top Shroud Z. Mailbox Style Shroud 3. Roofed Style Shroud 7 Finishing A. Finishing Material B. Hearth Extension, Building and Finishing 1 Hearth Extension 4^ormore below Fireplace Opening 2 Raised Hearth Extension Less Than 4"Below Fireplace Opening 3, Fireplace Opening and Hearth Extension Flush with Floor C. Non - Combustible Sealant Material D. Mantel and Wall Projections E.SidowaUmSunounds Q Fireplace Setup A. Gas Log/Lighter Provision B, Wood Burning Inserts g Reference Materials A. Chimney Components B. Optional Components 25 25 25 26 26 27 28 28 29 0 30 31 32 33 33 54 30 2 Heat & G|o^RH3S/RH42^4044-1S4Installation Manual ^ Rev O^ 00/18 ATTENTION INSTALLER: Follow this Standard Work Checklist This standard work checklist is to be used by the installer in conjuction with, not instead of. the instructions contained in this installation manual, Customer: Date Installed: Lot/Address Location of Fireplace: Installer: Model (circle one): RH36 Dealer/Distributor Phone # RH42 Serial #: Fireplace Install YES IF NO, WHY? Verified that the chase is insulated and sealed. (Pg. 11) Verified clearances to combustibles. (Pg. 10) Fireplace is leveled and secured. (Pg. 12) Protective hearth strips installed per manual requirements. (Pg, 13) Hearth extension size/height decided, (Pg. 28) Outside air kit installed. (Pg 14) Chimney Section 4 & 5 (Pg. 15) Chimney configuration complies with diagrams. Chimney installed, locked and secured in place with proper clearance Chimney air kit installed. Firestops installed. Attic insulation shield installed. Roof flashing installed. Termination installed, Shrouds Section 6 (Pg. 25) Shroud is installed properly per instructions. Finishing Section 7 (Pg. 27) Combustible materials not installed in non-combustible areas. Verified all clearances meet installation manual requirements. Mantels and wall projections comply with installation manual requirements. Hearth extension installed per manual requirements. Fireplace Setup Section 8 (Pg. 34) All packaging and protective materials removed. Refractory installed correctly. Grate is properly installed. Firescreen properly installed. Optional doors properly installed. Manual bag and all of its contents are removed from the fireplace and given to the party I responsible for use and operation, Hearth & Home Technologies recommends the following: Photographing the installation and copying this checklist for your file. That this checklist remain visible at all times on the fireplace until the installation is complete. Comments: Further description of the issues, who is responsible (installer/Builder/Other Trades, etc.) and corrective action needed Comments communicated to party responsible by on Builder/Gen. Contractor) (installer) (Date) 4044-195 - Rev A • 3-28-13 Heat & Glo - RH36/RH42 - 4044-194 Installation Manual • Rev 0 • 09/18 3 IProduct Specific & Important Safety Information A. Fireplace Certification B. Non -Combustible Materials This fireplace system has been tested and listed in accor- dance with UL 127 and ULC-S61 0 standards by Under- writers Laboratories Inc. for installation and operation in the United States and Canada. This fireplace may be installed in sleeping rooms EX- CEPT in manufactured homes. If installed with a gas log set, provisions for the National Fuel Gas Code must be met. This fireplace has been tested and listed for use with the optional components specified in this manual. These optional components may be purchased separately and installed at a later date. An outside air kit, gas insert, gas log set or gas log -lighter should be installed at the time of fireplace installation, Heat & Glo is a registered trademark of Hearth & Home Technologies, WARNING! Risk of Fire! Hearth & Home Technologies disclaims any responsibility for, and the warranty and agency listing will be voided by the following actions, DO NOT.• install or operate damaged fireplace modify fireplace install other than as instructed by Hearth & Home Technologies operate the fireplace without fully assembling a// components overfire install unveoted gas log set install any component not approved by Hearth & Home Technologies install parts or components not Listed or approved Improper installation, adjustment, alteration, service or maintenance can cause injury or property damage. For assistance or additional information, consult a qualified installer, service agency or your dealer M WARNING: This product and the fu- els used to operate this product (wood and wood pellets), and the products of combustion of such fuels, can expose you to chemicals including carbon black, which is known to the State of California to cause cancer and carbon monoxide, which is known to the State of California to cause birth defects or other reproductive harm. For more information go to: www. P65Warnings.ca.gov. Materials which will not ignite and burn, composed of any combination of the following: Steel - Iron Brick - Tile Concrete - Slate Glass - Plasters Materials reported as passing ASTM E 136, Standard Test Method for Behavior of Metals, in a Vertical Tube Furnace at 750* C C. Combustible Materials Materials made of or surfaced with any of the following materials: Wood - Compressed paper Plant fibers - Plastic Plywood/OSB - Sheet rock (drywall) Any material that can ignite and burn-, flame proofed or not, plastered or un-plastered Heat & Glo • RH36/RH42 • 4044-194 Installation Manual • Rev 0 • 09/18 2 Getting Started A. Typical Fireplace System Additional lateral support for chimney above roof (or enclosed inchase) ifneeded Non- combustible roof flashing maintains minimum clearance around chimney Support straps onrafter support chimney (not shown) Cei|ingfinestop — onfloorofaMio Chimney system Combustible on top of V-shaped standoffs Chimney Air Kit Required in Canada Outlet must beno less than 4ft. 122 m) o# ground level, Outside ---~ combustion air Protective metal hearth strip( s) I Figure 2.1 Typical Fireplace System Terminahonuap Storm Collar Chimney penetrates roof preferably without affecting roof rafters Offset & Return ( with hanger straps) Attic insulation shield must beused here tokeep insulation away from chimney if attic is insulated Heat &G|o^ RH3G/RH42^4844'194Installation Manual ^ Rev D^ 09/18 5 B. Design and Installation Considerations NOTICE: Check building codes prior to installation, Installation MUST comply with local, regional, state and national codes and regulations. Consult insurance carrier, local building inspector, fire officials orauthorities having jurisdiction over restrictions, installation inspection and permits, determine the following: Where the fireplace is to be installed. The vent system configuration tobeused. Gas supply piping. Electrical wiring. Framing and finishing details. Note: /\ maimed hearth extension built flush with the fireplace opening or less than 4 in. ( 102 mmmm) below the fireplace opening requires the fireplace be installed on a non- combustible surface. Whether optional accessories ' devices such as han, wall switch orremotecontro|-enadeeinyd. 1. Selecting Fireplace Locations This fireplace may be used as room divider, installed along awaU. across ecorner orused in on exterior chase. See Figure 2.2. Locating the fireplace inabasement should beavoided. Locating near frequently opened doors, central heat outlets orreturns, orother locations ofconsiderable air movement can affect the performance. Consideration should begiven tothese factors before deciding onalocation. NOTICE: /naddition to these framing dimensions, also os/ enenm* the following section., Clearances (Section 3) NOTICE: Illustrations and photos reflect typical installations and are FQR DESIGN PURPQSE ONLY IfluoketionxIdiagnsnnaare not drawn hnscale. Actual inata0etiomappeamnoomay vary due k7individual design preference. Heurth&HumeTeohnokY7/* oneoen/es/hari7htk/aA*r its products. NOTICE An/ioimun/112in. air clearance etthe back and sides ofthe fireplace assembly must bmmam- tained Chimney sections a/any / ove/require a2in. m/ni- numairopaoecleensncobe/weenV/* 0a/ n/ng and chimney sections. Note: 112 in (13 mm) min air space from fireplace to In an exterior chase included for outside air connection If outside air duct Across a or projecting into a A has no bend. this dimension corner garage may be reduced as longas T minimum clearances are met As a room divider Along a wall 48 in minimum Note: Measurements are FRAMING dimensions only and do not include drywall either in the cavity or on the interior walls, L Figure 2.2 Fireplace Locations 6 Heat &G|o^RH36/RH42^4O44- 194Installation Manual ^ Rev O^ 09/18 2. Locating Fireplace& Chimney Location ofthe fireplace and chimney will affect perfor- mance. Install within the warm airspace enclosed bythe building envelope. This helps Vzproduce more draft, especially during lighting and die -down nfthe fire. Installing the fireplace inabasement ionot recommended. Penetrate the highest part of the roof. This minimizes the effects ofwind loading. Locate termination cap away from trees, adjacent structures, uneven roof lines and other obstructions. Minimize the use ofchimney offsets. Consider the fireplace location relative tofloor and ceiling and attic joists, Take into consideration the termination requirements in Sections 4and 5. Install the outside air kit with the intake facing prevailing winds during the heating season. Ensure adequate outdoor air for all combustion appliances and exhaust equipment. Ensure furnace and air conditioning return vents are not located inthe immediate vicinity ofthe fireplace, Avoid installing the fireplace near doors, walkways or small isolated spaces. Recessed lighting should bea"sealed can" design. Attic hatches weather stripped orsealed. Attic mounted duct work and air hand| erjointaand seams taped orsealed. Multi - level Roofs Recommended *"w*" n°co"=°"*ed L~~w". Above peak Above peak' Inside heated space Marginal Location Marginal Location nd loading pc Belo peak Ma to Location NOT recommended Not the highest p°~/um°"w vm"u.." w"o,""°. m° ulated exterior chase cooler climates oor-- Windward ro [ 0 Figure 2.3 Recommended Chimney Locations Not recommended mbasement due high negative pressure concerns that effect draft Location NOT recommended Too close mtree Below adjacent structure Lower roof line ` Heat &Glo^ RH36/RH42`4044- 194Installation Manual ^ Rev O^[9/18 7 C.looUs and Supplies Needed Before beginning the installation be sure the following tools and building supplies are available: Reciprocating saw Framing material Non-combustible sealant Hammer Gloves Phillips screwdriver Framing square Flat blade screwdriver Electric drill and bits Plumb line Safety glasses Level Tape measure 1/2-3/4 in. length, #Gor#8 self-drilling screws K8ioo. screws and nails D. Inspect Fireplace and Components WARNING! Risk ofFire endlor Explosion! Damaged parts could impair safe operation. DO NOT install dam- aged, iricmnpleAymsubstitute components. Keep fire- place dry. Remove fireplace and components from packaging and inspect for damage. Vent system components and doors are shipped in separate packages. Report toyour dealer any parts damaged inshipment. Read all the instructions before starting the installation. Follow these instructions carefully during the installation hoensure maximum safety and benefit. E. Fireplace System Requirements The Heat& 6|ufirep| aoe system requirements consist of the fnUmmm8 Fireplace Refractory ( included with fireplace) Financreon(included with fireplace) Grate (included with fireplace) Hearth Extension (required.sold separately) Outside Air System (ophona|) Air Inlet Hood Flex Chimney System Attic | nau{ odinn Shield ( included with fireplace) Chimney air kit (required inCanada, sold separately) Chimney termination cap (raquired.sold separately) Non-combustible finish material 8 Heat &G|o^RH3S/ RH42^4O44-184Installation Manual ^ Rev O^ 09/18 3 Framing and Clearances A. Fireplace Dimensions Model # A B C JJD Heat &G|o^RH3G3RH42^4U44'104Installation Manual ^ Rev O^ OS/ 8 9 B. Clearances WARNING! Risk of Fire! You must comply with a// minimum air space clearances to combustibles as specified in Figure 3.2, DO NOT pack required air spaces with insulation or other materials. Framing or finishing material used on the front of or in front of, the fireplace closer than the minimums listed must be constructed entirely of non-combustible materials (i.e,, steel studs, concrete board, etc.). Failure to comply may cause fire. Minimum Clearances to Combustibles NITHIN ENCLOSQRg AMA Fireplace to backwall 1/2 in. (13 mm) Fireplace to sidewall 1/2 in. (13 mm) Top standoffs to header 0 in. (0 mm) Door opening to sidewall 12 in. (305 mm) MANIEL Mantel minimum height 12 in. (305 mm) above opening Maximum Mantel depth 12 in. (305 Storm Collar' - Roof Flashing Shaded areas represent 2 in, (51 mm) min. cairspaceclearance required around pipe attic) Attic Insulation Shield insulation) Fr.; 1, n gceding) Offset/Return (secured 2 in, (51 mm) min, -1-1 with hanger straps) Ceiling Firestop . . ............ Must have 2 in, (51 mm) minimum clearance to header Note: Chimney air kit is not shown, but is required in Canada. 0 in, to level of standoffs 1/2 in. (13 mm) to back & 0 U Z 48 in, sides of appliance 1219 mm E 0 in 0 U to floor Figure 3.2 Clearances to Combustible Materials 10 Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 C. Construct the Chase Achase iaavertical boxlike structure built toenclose the fireplace and/or its vent system. Vertical chimneys that run on the outside ofa building must be installed inside a chase. In cold ohmahaa. Hearth & Home Technologies recom- mends that the chase be well insulated using batt type insulation between the joists. Construction ofthe chase may vary with the type ofbui|d- ing, These instructions are not substitutes for the require- ments of local building codes. Local building codes MUST be checked. Chases should beconstructed inthe manner ofall outside walls ofthe home Vnprevent cold air drafting problems. The chase should not break the outside building envelope inany manner. All outer walls need hobeinsulated. Building codes require false ceiling and ceiling hreatopa/ attic shields ateach floor ofthe chase nrevery 1Oft(3O48 mm) ofclear space !ocontrol spread nffire. Walls, ceiling, base plate and cantilever floor at the first level of the chase should be insulated (see Figure 3.3.) Vapor and air infiltration barriers should beinstalled inthe chase as per regional codes for the rest of the home. Ad- ditionally, Hearth & Home Technologies recommends that the inside surfaces bedrywaU*dand taped (or the use of anequivalent method) for maximum air tightness, Holes and other openings should becaulked with high temperature caulk orstuffed with unhacedfiberglass inyu- WARNING! You must install false ceilings and ceil- ing fireatopaat each floor ofthe chase orevery YQft 3.85n) tocontrol spread offire. WARNING! Risk mfFire! DO NOT sea/ area between fire stop opening and chimney pipe except where they enter the attic orleave the warm air envelope ofthe home (use 000~Fnee/en0. The chase isconstructed using framing materials much the some as the walls in your home. Avariety of siding materials may beused including brick, stone` veneer briok, or standard siding materials. In constructing the chase, several factors must be considered: Maintain a 3 in (51 mm) air space around the chimney. The chase top must be constructed ofnon- combustible material. ncold climates, ofinamtopspacer and attic insulation shield should beinstalled inaninsulated false ceiling at the 8ft. (2438 mm) level above the fireplace assembly. This reduces heat loss through the chase. In cold cUmeteu, the walls of the chase should be insulated tothe level ofthe false ceiling aoshown in Figure 3.3, This will help reduce heat loss from the home around the fireplace. Round Termination Cap Metal Chase Top Ceiling esmn False Ceiling Attic Taos _'-1 Insulation Shield Cell ng Insulation in the eop outside walls of the chase False Ceiling.' False Ceiling Chimney WARNING! Risk ofFire/ You must maintain e minimum 2in. ( 51mm) air space clearance toinsulation and other materials surrounding the chimney system. Insulation and other materials must b* firmly secured Ao prevent accidental contact with chimney system. The chase must bepnopedyblocked toprevent blown insulation orother combustibles from entering and making contact with fireplace o/chimney Failure to prevent contact beh*000 insulation or other materials and chimney system may cause overheating and fire. Three examples ofchase applications are shown inFig- une3.4. 1. Fireplace and chimney enclosed in an exterior chase. 2. Chimney offset through exterior wall and enclosed in chase, 3. Chase constructed on roof. Note: In cooler climates, all chase walls should be insulated. Figure 3.4 Chase Constructions Heat &8|u^ RH3G/RH42^ 4D44-194Installation Manual ^ Rev O^ 09/18 11 D. Frame the Fireplace NOTICE: Hearth extension design must bedetermined before installation of fireplace. Ifthe fireplace isplaced onthe floor the maximum height ofofinished raised hearth io71/2^ ifyou want ahiQher raised hearth the fireplace must be placed on a platform. WARNING! Risk oyFire. Araised hearth extension built flush with the fireplace opening orless than 4in. (/02 trim) below the fireplace opening requires the fireplace be installed onanon-combustible surface. WARNING! Risk ofFire! Comply with a8minimum ulear- ancoaopecified A ' n/ninu/n //2 /n (/3 nnn) air clearance must be maintained at the back and okdoo of the finpp/aoe aaoennb/y. Chimney sections atany level require a 2/o, ( J/ mn) minimum airspace clearance between the framing and chimney section. WARNING! Risk ofFire! You must comply with all minimum airspace clearances 8»combustibles. DQNOT pack required air spaces with insulation or other mated - a/& Figure 3.5 shows a typical framing (using 2 x 4 lumber) ofthe fireplace, assuming combustible materials are used. All required clearances hocombustibles around the fireplace must beadhered to. See Figure 3.2.Any framing across the top ofthe fireplace must beabove the level uf the top standoffs. C Figure 3.5 Framing the Fireplace The finished cavity depth must be no less than 21 30 in, 543mm)from the finished backwaUtothe outside offront wall framing. CAUTION! Risk oyCuts/Abmyions.Nearpmteotivogloves and safety glasses during installation. Sheet metal edges are sharp. E. Secure and Level the Fireplace This fireplace may beplaced oneither acombustible ornoncombustible continuous flst surface, Follow the instructions for framing inSection 3. Slide the fireplace into position. Besure Vnprovide the minimum 1/2in. air clearance akthe sides and back cdthe fireplace. The fireplace should be positioned so the face of the non- combustible material on the fireplace will be flush with the face of the drywall onthe walls. Level the fireplace and shim aanecessary, WARNING! Risk of Fire! Prevent contact with sagging, loose insulation. DO NOT install against vapor barriers or exposed insulation. Secure insulation and vapor barriers. Provide minimum airspace clearances etthe sides and back ofthe fireplace assembly. K__ Fireplace must beset out 1/2in 1/2 in ( 13mm) in front of the the mmg 13mm) material. Header MUST NOT be notched'. D=extra space needed for outside air connection, noutside air duct has nobend, this dimension may b* reduced aolong asminimum clearances are met, If interior of chase will be drywalled. add the thickness to Adjust header height for a raised floor under fireplace. 12 Heat &Glo^RH3S/RH42,4U44- 1Q4Installation Manual ^ Rev O^ 09/18 F. Protective Metal Hearth Strips WARNING! Risk mfFire! Protective metal hearth strips MUST be installed uocombustible surfaces. DO NOT cover, metal strips with combustible materials. Sparks urembers may ignite flooring, WARNING! Risk of fire! High temperatures, sparks, embers urother burning material failing from the fireplace may ignite flooring orconcealed combustible surfaces. Protective metal hearth strips MUST beinstalled. Hearth extensions MUST be installed oxeoKy as specified. Locate the two protective metal hearth strips measuring approximately 2Gin. x4in. (66Ommx1O2mm) included with this fireplace. Slide each metal strip 2in, (51mm) under front edge of fireplace. Overlap strips inthe middle offireplace opening by1in. 25 mm) minimum. N1ete| strips must extend beyond the front and sides of the fireplace opening by at least 2 in, ( 51 mm). Hgure3.S>, Protect the front ofoplatform elevated above the hearth extension with metal strips (not included with fireplace) per Figure 3.6. See Section 7 for hearth extension instructions, Protective metal strips are placed ai". (51mm)under the front oxthe fireplace and must extend beyond the front and sides nffireplace opening uvain, (s1 mm) Figure oa Position the Protective Metal Hearth Strips Top piece must overlap bottom piece Raised Platform 2 1 n," 7 S — 1 in (25 mm) min. Floor overlap Figure 3.7 Protect theFront of an Elevated Platform Heat & G| o^ RH3S/RH42^4044-194Installation Manual ` Rev O^ UB/ 8 13 G'Outside Air Kit (optional) Uyou install an outside air kit, Hearth & Home Technolo- gies recommends you utilize the shortestduct run toop- timize theperfonnanceuftheou\ oideairkiLTheoutoide air inlet hood should bepositioned inamanner that will not allow snow, |eaves, etc, tublock the inlet. In some installations the air duct may need hnberun vertically. nsuch aninstallation, a3h(A14mm)height difference must bemaintained from the top cf the uppermost chim- ney section to the outside air inlet hood. Refer toFigures 3,8and 3.Swhen placing the outside air inlet hood. The outside air kit ksinstalled onthe left hand side cdthe fireplace, Cut a 4-1/2 in. (114 mm) hole in outside wall to accommodate air piping. Use 4in. (1U2mm)flex (not supplied) todirectly connect outside air tofireplace intake. Insulate the pipe 0oprevent frost condensation, Seal between the wall and the pipe with silicone to prevent moisture penetration and air leaks. Seal between the outside air inlet hood and the house with silicone Uuprevent air infiltration. CAUTION! Risk ofFire orAsphyxiation! DO NOT draw outside combustion air from wall, floor o/ceiling oevity,ur enclosed spaces such axanattic orgarage. DONOT place outside air inlet hood close to exhaust vents orchimneys. Fumes orodor could bodrawn into the room through the fireplace, Locate outside air inlet hood tuprevent blockage from leaves, onowlice. orother debris. Blockages could cause combustion air starvation. CAUTION! Risk of CutslAbrasions. Wear protective gloves and safety glasses during installation. Sheet metal edges are sharp. Nil I YES Clear area Factory -built outside firpniace house or in ventilated Use ULI 81 Class I or Class 0 rigid or flexible ducting, Install with short run or mainly straight duct, except small dip for cold air trap which will help prevent flow of cold air. Secure flex duct with screws or wire ties. Figure3.9 Outside Air Installation 14 Heat &G|o~RH3S0RH42^4O44-184Installation Manual ~ Rev O^ 09/18 4 Chimney and Termination Requirements A. Chimney Requirements Vertical distances are measured from the base of the fireplace as shown in Figure 4.1. Table 4.1 Chimney Requirements Minimum overall straight height 13 3,96 m) Minimum height with offset/return 14.5 ft 4.42 m) Maximum height 90 It 27,43 m) Maximum chimney length between an offset 20 ft 6.1 m) and return Maximum distance between chimney 35 ft 10.67 m) stabilizers Double offset/return minimum height 20 ft 6.1 m) Maximum unsupported chimney length 6 ft 1.83 m) between the offset and return Maximum unsupported chimney height above 35 ft 10.67 m) the fireplace Maximum unsupported chimney above roof 6 ft 1.83 m) NOTICE: A maximum of two pairs of offsets and returns may be used. WARNING! Risk of Fire! You must maintain 2 in. (51 mm) air space clearance to insulation and other combustible materials around the chimney system. Failure to do so may cause overheating and fire. 6 If (1.63 m) inax unsupported chimney above roof 20 if (6 10 m) max N pipe bean offset & return Ceiling firestop- W1 35 If (10 7 in) max straight unsupported chimney height 14.5 it (4.42 rn) min height/single offset -return 41-1/4 in 20 it (6.10 rut min height/double offset-retum 1048 mm) Effective 90 it (27.4 m) max height Height I Figure 4.1 Chimney Requirements NOTICE: You must provide support for the pipe during construction and check to be sure inadvertent loading has not dislodged the chimney section from the firepitace, or at any chimney joint. Table 4.2 Chimney Component Dimensions HEIGHT OF CHIMNEY COMPONENTS E MMfnl Chimney Stabilizer iSL3 4-3/4 1 121 Offsets/Returns SL315 13-3/8 340 SL330 15-1/2 394 Chimney Sections* SL306 4-3/4 121 SL312 10-3/4 273 SL318 16-3/4 425 SL324 22-3/4 578 336 34-3/4 883 iSL348 i 46-3/4 1187 I Dimensions reflect effective height. Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 15 B.Offsets/Returns Use mnoffset/return to bypass overhead obstructions. An offset and return can be used as a single entity or separated by chimney section(s), WARNING! Risk of Fire! DO NOT use offset1rekrns greater than 30~Chimney draft will be restricted and could cause overheating and fire. Secure offsets with screws ( not to exceed 112^//3mmin length) Secure returns with strapping, Straight chimney sections may be secured with screws. Keep chimney sections from separating or twisting. Measure the shift needed to avoid the overhead obstruction. Refer to dimension A in Figure 4.2. Find the appropriate A dimension listed in Table 4.3. The B dimension coinciding with the A dimension measurement in Table 4,3 represents the required vertical clearance needed tocomplete the offseVretunn, Read across the chart to find the number of chimney sections/model numbers needed between the offset and return. Your "dimension from Figure 4.2is144/2in. 368 mm), Using Table 43 the dimension closest to, but not less than 14-1/2 in. (388 mm) is 14-1/2 in. (368mm) using o3O" ofseVneum. You determine from the table that you need 34-1/8in. D87mm)(Dimension ^ B^)between the offset and ny- The chimney component that best fits your application is one SL324. Table 4. 3 Offset Dimensions Proper assembly mair-cooled chimney parts result mmooverlap mchimney joints *1-1win. (3amm),Effective length is built into this chart. 16 Heat &S|n^RH3G/ RH42^4O44-1S4Installation Manual ~ Rev O^ 09/18 C. Termination Requirements Install acap approved and listed for this fireplace system. Locate cap where hwill not become plugged bysnow orother materials. Locate cap away from trees orother structures. The bottom of the termination cap must beatleast 3ft(S1m)above the roof AND atleast 2 ft(,S1m)above any portion ofroof within 10ft(3.05m). The distance required between caps iashown below. Slanted Roofs Chimney must extend ov(ym) above the roof Flat Roofs Chimney must extend nn<»«V abovetheroof Multiple Chimney Locations Chimney must extend cv( nn) above any portion wthe roof m adjacent structures within 1on(zm)o/the chimney Fiovmw4. x Multiple Chimney Locations m) above any portion of the roof or adjacent structures within Gas, Wood or Fuel Oil Termination Cap u Wood Minimum See o/untrmuo^ Gas --' Termination if using decorative cap cove* this distance may need wbe increased Refer wthe installation wstru*ion$ supplied with the decorative cap cover m"staggered installation with both gas and wood terminations the wood termination cap must be higher than the gas termination cap Heat &Glo,RH3G/RH42^4O44-184Installation Manual ^ Rev O^ 09/ 8 17 5 Chimney Installation A. Typical Chimney System NOTICE: Chimney performance may vary. Trees, buildings, roof lines and wind conditions affect performance. Chimney height may need adjustment ifsmoking o,overdraft occurs. Termination Cap Chimmymu a e d beyond combustible roof structure ZZ Additional support for Maintain minimum tall chimneys height cfchimney above roof |A \ /Storm[~ Cn||or Maintain minimum Install—'-----'= clearances to n"—----' combustibles as requirements / specified Support straps for offsets Offsets/ returns no notshown) must be may not exceed secured to adequate framing ec30' from verticall Offsets/returns must be secured with screws outer pipe only) Lock chimney sections together Al firmlytoresistttl( Atticshield movement CeUingfireatopa are required where chimney passes through ceiling ur floor Figure a,Typical Chimney System ' Guidelines for Chimney System Installation 18 Heat &Q|o^RH38/RH42^4U44-104Installation Manual ^ Rev O^ 09/ 8 B'Assemble Chimney Sections Use only those components described in this manual Substitute ordamaged chimney components could impair safe operation and cause overheating and fire. Attach either a straight chimney section oranoffset to the top of the fireplace (depending onyour installation requi/ement).Chimney sections are locked together by pushing downward until the top section meets the stop bead onthe lower section. The inner flue isplaced bzthe inside ofthe flue section below it. The outer casing is placed outside the outer cas- ing of the chimney section below it, See Figure 5.2, NOTICE: Chimney sections cannot bedisassembled once locked together Plan ahead! Lock chimney sections and/ or offsets/returns together by pushing downward until the top section meets the stop bead onthe lower section. Pull onthe top section tomake sure hiofully engaged and will not separate. You may use #Gor#Osheet metal screws nolonger than 1/2 in. ( 13mm)tofasten chimney sections together. Do NOT penetrate inner flue. WARNING! Risk of Fire! You MUST use screws to fasten offseKretumutochimney sections to keep the chimney parts from twisting. Failure h/doaucould cause fire, Fasten offuebreturnmto chimney sections, Insert the screws ( p,ovided)through the predriUedholes. OoNOT penetrate inner flue. Secure chimney returns with hanger straps provided fasten tostuds orjoists. Vertical straight runs ofchimney must besupported every Figure 5.2 Assembling Chimney Sections WARNING! Risk of Fire! DO NOT install substitute or damaged chimney components. C. Install Chimney Air Kit Required inCanada. Follow instructions included with accessory. Heat &G|o^RH3G8RH42^4044- 194Installation Manual ^ Rev O^ 09/18 19 D. Secure Offset/Return When offsets and returns are joined to straight pipe sec- tions, they must be locked into position with screws. To prevent gravity from pulling the chimney sections apart, the returns and the chimney stabilizers have hanger straps for securing these parts to joists or rafters. See Figure 5.3. Use # 6 or # 8 sheet metal screw, or larger, no longer than 1/2 in. (13 mm). WARNING! Risk of Fire! Secure offsets with screws (not to exceed 112 in.113 mm n length). Secure returns with strapping. Straight chimney sections may be secured with screw not to exceed 112 in.113 mm In length) at the joints. Keep chimney sections from separating or twisting. N11--l-I Ceiling Firestop Straps Joint Band Optional (Optional) Additional ortSupport H Figure 5.3 Secure the Chimney E. Install Ceiling Firestops CAUTION! Risk of Fire! Ceiling firestops must be used whenever the chimney penetrates a ceiling/floor: Chase construction requires ceiling firestops at each floor or every 10 ft. (3,05 m) of clear space. The ceiling firestop slows spread of fire and reduces Gold air infiltration, Install a ceiling firestop whenever chimney penetrates ceiling/floor. Mark and cut an opening in ceiling as shown in Figure 5.4. Frame the opening with the same size lumber used in the ceiling joists, Nail the ceiling firestop to the bottom of the ceiling joists when there is a room above. Use an attic insulation shield if the ceiling is insulated. The ceiling firestop may then be attached above or below the joists. ROOM ABOVE (non -insulated ceiling) U: Ceilng firestop '_J attached to bottom of framing 2 in, (51mm) clearance ATTIC ABOVE (insulated ceiling) Ceiling firestop attached to top of framinq 2 in. (51mm) clearance Note: Use same dimensional lumber for framing ceiling firestop and joists Catalog# A B in. MM in. MIT? FS338 14-1/2 368 14-1/2 368 FS339 14-1/2 368 18-3/8 467 FS340 14-1/2 368 23 584 Figure 5.4 Installing the Ceiling Firestop WARNING! Risk of Fire! DO NOT seal area between firestop opening and chimney pipe except where they en- ter the attic or leave the warm air envelope of the home use 600' F sealant). 20 Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 F. Install Attic Insulation Shield WARNING! Risk ofFire! You MUST install anattic insu- lation ohield when there isany possibility ofinsulation m other combustible material coming into contact with the chimney Q0NOT pack insulation between the chimney and the attic insulation shield. Failure tukeep insulation and other materials away from chimney pipe could cause fire. 00NOT offset chimney inside insulation shield. Combustible material may come into contact with the attic insulation shield anlong aothe required clearances are maintained tothe chimney pipe. Installation of ceiling firomhzp is required Refer to Figures 5. 5, 6,6. 5.7, Ifthe attic shield ispre-rolled continue. |fkieoflat part, try and roll kuptoaid mwrapping karound the chimney. Pre -bend all the tabs instthe top to45~ Wrap the shield (around the chimney ifalready installed) until you have anoverlap and the three holes oneach side match up (large holes ontop) Insert three oorovvo into the matching holes to hnnn a tube starting at the bottom. Bend the tabs onthe bottom ofthe tube inward to9O°to maintain chimney air space. Rest the insulation shield on the ceiling fireotop below. Tape off any opening around the bottom. If you wish tomake ocustom shield orbarrier, follow these guidelines: Metal kspreferred, although any material stiff enough to hold back the insulation can be used, WARNING! Risk mfFire! Use ofcardboard mother materials that can deflect under humidity ovother envi- ronmental oonokhonobnotoauommended The shield orbarrier must be tall enough to extend above the insulation and prevent blown -in insulation from spilling into the cavity. Maintain specified air spaces around chimney. Check instructions and local codes for further details. Double- check the Chimney Assembly Continue assembling the chimney sections upthrough the ceiling fin* stops as needed. VVhi|o doing so, be aware of the height and unsupported chimney length limitations given under Section 5. Check each section by pulling up slightly from the top toensure proper engagement before installing the suc- ceeding sections. If they have been connected correct- ly, they will not disengage when tested. Pre -bend the tabs w rest against pipe m prevent insulation from failing in. Insert three screws 5)Tabs bent in 90' pigvreao Prepare Attic Insulation Shield Tabs bent in to rest against pipe 2 in, (51 mm) FPipe air space I Attic Insulation Shield Tabs bent diameter 77 Insulation Pipe Insulation Figure 5.6 Install Attic Insulation Shield (firestop above ceiling) Tals bent In to rest againstpipeipeP Pipel/ air space I .Attic Insulation Shield I I diameter Tabs bent in 90' Insulation I i Insulation 267 mm) Seal with tape Figure 5.7 Install AtticInsulationShield ( firestop below ceiling) Heat &G|o^ RH388RH42^ 4O44494Installation Manual ^ Rev D^ 09/18 21 G'Roof Penetration Refer to Figure 5.8, Plumb from roof tocenter ofchimney. Drive anail upthrough roof humark center ofpipe. Measure Uneither side cfnail and mark the 14'1/2 in. x 14-1/2 in. (3G8mmx3G8mm)opening required. Measure opening unthe hohzonta| actual length may belarger depending onroof pitch, Cut out and frame opening. Install Flashing Assemble chimney uohpasses through the framed opening. Slip the flashing over the chimney, NOTICE: Roofing shingles must bebelow the flashing plate on the lower side of sloped /no/and over the flashing plate unthe sides and top. Nail the flashing tuthe roof. Keep gaps between the flashing plate and the roof !oaminimum, Caulk the flashing plate and roof junction aywell aa the vertical seam onthe flashing, All nail heads must becaulked with aroofing sealant. Caulk the overlap seam ofany exposed pipe sections that are located above the roof line tuprevent leaks. W.Install Chase/Chase Top You MUST use a chase hop in o chase installation. Chase tops may befield constructed. Include aturndown and drip edge toprevent water from seeping into the chase. Include a2 in. (51 mm) ao|devad, welded or spun collar around pipe opening tokeep water out. Provide a10in, (3mm)gap around the flue pipe. Slope the chase top downward away from the opening. WARNING! Risk mfFire! D0 NOT caulk the pipe Aothe chase top collar Caulk all seams toprevent leaks. pigumpw cwxnVo\umovnstrvouon 22 Heat &G| o~ RH38/RH42,4044-1S4Installation Manual ^ Rev O^ 09/18 Termination Cap Requirements Install a cap approved and listed for this fireplace system. Locate cap where it will not become plugged by snow or other materials. Locate cap away from trees or other structures. The bottom of the termination cap must be at least 3 ft 91 m) above the roof AND at least 2 ft (61 m) above any portion of roof within 10 ft (3.05 m). J. Install Termination Cap Install the chimney sections up through the chase enclo- sure. Caulk the overlap seam of any exposed pipe sections that are located above the roof line to prevent leaks. Refer to termination cap instructions. WARNING! Risk of Fire! The minimum overlap of cap to pipe (as shown in the following illustrations) MUST be met or chimney may separate from cap. Separation allows sparks, heat and embers to escape. NOTICE: Paint the termination cap with a rust -resistant paint to protect against the effects of corrosion on those parts exposed to the weather Termination Slip storm collar around chimney pipe before termination cap pipe is snapped into the chimneyin pipe i Caulk gaps between r storm collar & pipe, I Storm iI and storm collar I I iZ Collar I i chase top Collar2in (51 mm)lMinimumHeig thaseTop I Do NOT block air holes 6 in (153 mm) Minimum top of chase to top of chimney pipe - Termination cap pipe and chimney section must be snapped together to maintain an overlap of 1-1/2 in. (38 mm)_ Figure 5.10 installing a TR344 Round Termination Cap Assemble storm collar Teonination around extended ap termination cap pipe once cap is installed Do NOT block air Caulk gaps between holes storm collar & pipe. Storm 3 clip brackets. and storm collar Slip over chase collar8chasetop1I I and attach with screws I I provided. I I The last section of pipe must I stop between 2 in. (51 mm) Collar l I I I above the top of the chase and 2 in (51 mm I 1 I I 4 3t4 inr121 mm) below the Minimum Height I I I I I top of the phase. Chase Top t 2 in. (51 mm) maximum 4 314 in. (121 mm) y t Maximum I` k1. 4xx. Figure 5.11 installing a TR342-B Round Telescoping Termination Cap t I 1 I t I I Place waterproof Flange Termination Cap caulk or sealer under each flange ofa the termination cap and on top of each screw i 1 to help prevent teaks I I 1 The last section of pipe I must stop between 2 in (51 i 1 mm) above the top of the I I chase and 4 314 in 1121 Collar mm) below the top of the 2 7 Height MinimummHeigntchase Chase Top 1--.. 2 in. (51 mm) aximum 4 3/4 in. (121 mm) maximum it Figure 5.12 Installing an ST375 Square Termination Cap Heat & Glo • RH36/RH42 •4044-194 Installation Manual • Rev 0 • 09/18 23 ti I t _ Termination Cap I Collar I . 2 in (51 mm) I I Minimum Height Chase Top I^_ 1 Place waterproof sealer under each flange of the termination cap and on top of each screw to help prevent Teaks. t the last section of pipe must stop between 2 in (51 ham) above the top of the chase and 4 3/4 in. (121 mm) below the top of the chase 2 in (51 hard) maximum t 4 3l4 in (121 horn) i maximum Termination cap pipe and chimney section must overlap 1-1/2 in (3$ mm)_ Figure 5.13 Installing a TS345ITS345P Square Termination Cap Remove 2 screws from front & back„G_f to lift the top off I I I1ItI Collar I t 2 in (51 mm) I I Minh Place waterproof seater under each flange of the termination cap and on top of each screw to help prevent leaks The last section of pipe must stop between 2 in 51 mm) above top of chase and 4-3/4 in (121 ham) below top of chase 51 ham) in. (121 ham) Figure 5.14 Installing a TCT375 Terra Cotta Cap Assemble storm collar Termination around extended Cap snot shown) termination cap pipe once cap is CT installed. Do N©T block Caulk gaps between air holes stone collar &pipe, and stone collar Slontt Collar chase top. I 3 clip brackets. Slip over chase collar l t and attach with screws provided. I I The last section of pipe most stop Collar I 2 in. 51 mm) I I I I between 2 in. (51 him) above the Minimum Height top of the Chase and 4 314 n (121 mi below the top of the chaseZI II II 2 in. (51 ham) 4-314 in. (121 ham) Figure 5.15 Installing a DT0134/DT0146/DTS134/DTS146 Cap 24 Heat & Glo • RH36/RH42 - 4044-194 Installation Manual • Rev 0 - 09/18 6 Shrouds WARNING! Risk ofFire! Shrouds must boconstructed eospecified, Improper construction may overheat chase top. Shrouds may befield constructed where permitted by regional building codes. NOTICE: Some regional codes require anagency-Listed shroud. Consult your local building officials. The shrouds must beconstructed from minimum .O18 in. (2Sga)thick aluminized steel. Some shrouds require radiation shield. Use where A. Radiation Shield Radiation shield must beconstructed ofminimum 2Sga thick sheet metal. 0 17 1/2 in. ( 444.5 mm) Round Hole to fit over cap Length x VVidth to fit inside shroud Figure 6.1Radiation Shield B. Field Constructed Shrouds The following field constructed shroud designs have been tested for HHTfireplace systems and termination caps. 1. Open Top Shroud TR342/344TV ( hop vent) caps do not require radiation shield Min Top Dim. Radiation Min Shield To Dim 1 Width minimum in Min 9:! gBaseD, m TR344 TR342TIB/ T R344witMin. Base Dims. Radiation Shield Required Radiation Shield Not Required Min. Top Dims. Min. Opening Width pigvn* o.c Open Top Shroud Dimensions TR342caps require radiation shield unless installed par- tially above the shroud. ThaTR cap must be raised to the minimum dimensions (or greater) above the shroud. Refer to Figure 6.3, JR Series) Abovel Maximum Height (SHROUD) Storm Shroud Leg Leg air space from Chase Top bottom of shroud to top of chase. Figure 6.3 Shroud & TR Series cap with no Radiation Shield Heat &G|o~RH3S/RH42^4044'1S4Installation Manual ^ Rev O^ 08/18 25 2. Mailbox Style Shroud Radiation shield required Minimum Opening Height 3 in (76 mm) Min Opening Height Min Height TR344 TR342-B TR3441 TR342-B with TR-TVKabovebottomof a iontermin Min, Base Dims. cap Min, Base Dim in 26-1/2 x 2 28 x 30 Radiation Min Shield MM 673 x 711 711 x 762 Base Dim Min, Opening Width Min. Height Above Bottom of Cap 3 in (76 mm) Min_ Termination Radiation Shield Height in 28-1/4 27-1/2IfromtopofChase mm 718 1 698 Min. Opening Width in 20-1/2 22 MM 521 559 Min. Opening Height in 18-1/4 17-1/2 MM 464 445 Figure 6.4 Mailbox Style Shroud Dimensions 3. Roofed Style Shroud Radiation shield required t Minimum Height above Bottom of Termination 3 in (76 Radiation Shield mm LRadiation Shield Height T-7 Chase - 0 ------------ C6 s < M1 Base Dimension Figure 65 Roofed Style Shroud Dimensions MinimumV Opening Height Minimum e Dimension Min Opening Width TR342B/344 TR442B/444 or with TR-TVK Min. Base Dims. in 27 x 27 mat 686 x 686 Min. Height Above Bottom of Termination Cap in 23 mm 584 Min. Opening Width in 21 mm 533 Min. Opening Height in 12 MM 305 26 Heat & Glo RH36/RH42 • 4044-194 Installation Manual • Rev 0 • 09/1826Heat & Glo RH36/RH42 • 4044-194 Installation Manual • Rev 0 • 09/18RH36/RH42 • 4044-194 Installation Manual • Rev 0 • 7 Finishing A. Finishing Material Refer toSections 1B.and Sections 1.0for combustible/ non-combustible materials. Refer \oFigure 7.1for non- combustible zonm. WARNING! Risk wfFire! You must maintain deop unxma, DO NOT cover metal fireplace front with combustible materials. Install combustible materials only k` specified clearances ontop front and side edges. DO NOTplameheader urrombuatibxeframing below top standoffs. Complete framing and apply drywall over framing. Facing material can butt upkzmetal face and columns of fireplace. Only non-combustible materials may beused tocover the metal fireplace front. Abead of3O8-degFminimum non-combustible sealant must beused toclose off any gaps at the top and sides between the fireplace and drywall toprevent cold air leaks, Finished combustible wall Combustible material decorative facing Continuous, non-combustible sealant Tile, stone or other non-combustible material Th- —tal - rf— t-= Figure 7.1 Non- combustible Facing 2x4header, flush with front of stand-offs 1/ 2in. Micom oreqvivilem Metal strips are placed 2in. (51mm) | insulation under the front of the fireplace and must Fl( egmwood m omorcom vooU|emavyoa| emenUbeyond the hnntand o eaof fireplace opening by2in, (51 mm) Figure 7.2 Decorative Facing sealant ar LanddrywpllHeat &G|o^ RH3S0RH42^4O44-194Installation Manual ~ Rev O^ OS/ 8 27 B. Hearth Extension, Building and Fin- ishing WARNINGI Risk ufFire! High temperatures, sparks, embers mrother huminAmaterial falling from the fire- place may ignite flooring or concealed combustible sumsoax. Protective metal hearth strips MUST beinstalled, Hearth extensions MUST { minstalled exactly ao specified Ahearth extension mustbeinstaUedwith all fire- places hzp,oUso the combustible floor mfront ofthe fireplace from both radiant heat and sparks. You MUST use a hearth extension with this fireplace. Refer toFigure 7.3for minimum dimensions. This fireplace has been tested and approved for use with ahearth extension insulated tuaminimum R value of 1 01 The hearth extension material MUST becovered with tile, stone orother non-combustible material. Manufactured hearth materials will usually have published Rvalue (resistance !oheat) orkvalue conductivity ofheat),Refer hmthe formula inTable 7.1 to convert a k value toen R value, Refer toTable 7.2 for hearth extension insulation WARNING! Risk ofFire! Hearth & Home Technologies isnot responsible for discoloration. cracking orother material failures of finishing materials due to heat exposure or smoke. Choose finishing materials carefully. pigw*/.0 Hearth Extension Dimensions WARNING! Risk mfFire! Maintain clearances, Framing mfinishing material used onthe front ofthe fireplace closer than the minimums listed, must bnconstructed entirely ofnun'mmbuatiblematerials (i.a..steel studs, concrete board, WARNING! Risk wfFire! Hearth extensions are tobeinstalled only aoillustrated to prevent high temperatures from occurring ooconcealed combustible materials. Table 7. 1 Table 7. 2 Hearth Extension Insulation Alternatives, R Value = 1.03 Material k per inch thick r per inch thick Minimum thickness required Common Brick 5.0 0.20 5 1/8 in, Ceramic Tile 12.50 0, 08 12 1/ 4 in, Armstrong"' Privacy Guard Plus 0.46 2,18 1/2 in. A A 28 Heat &G|o^RH36/RH42^4O44-1S4Installation Manual ^ Rev 0^ 09/18 WARNING! Risk mfFire. Araised hearth extension built flush with the fireplace opening orless than 4/n 102 mm) below the fireplace opening requires the fire- place be installed on a non-combustible surface. 1. Hearth Extenmion4' or more Below Fireplace Opening Continuous. Fireplace non- combustible sealant Opening 1/2 in Micore Hearth Tile, stone or other Extension (or non- combustible material equivalent insulation) /i 2 in (51 mm) of the Protective Floor constructed of wood or Metal Hearth Strip is required other combustible material under the front of the fireplace pigwrer.4 Hearth Extension Construction 2' Hearth Extension Less Than 4" Below Fire- place Opening The hearth framing must beconstructed o[non-oom- busiib|ematerials (such aametal framing orequivalent material) and placed on HX3( s). HX4(o), or equivalent material. See Figures 7.4and 7.5. When creating the platform, allow for the thickness oythe non-combustible finishing materials. Seal gaps between the hearth extension and the front of the fireplace with abead ofnon- combustible sealant or grout. Note The bottom of the fireplace opening is 7 5 in (191 mm) material must be used under the fireplace if above the bottom of the top of hearth is less fireplace Finished hearth must NOT extend above this level below the fireplace opening Finishin Matenall Framing Material or equivalent Protectiv a Metal Floor or platform insulation Hearth Strips L Figure 7.5 Raised Hearth Extension Detail Finishing Materials Figure 7.7 Raised Platform Hearth Extension -Finishing Heat &Glo,RH3S/RH42^4044'1Q4Installation Manual ^ Rev O^ 09/18 29 3. Fireplace Opening and Hearth Extension Flush with the Floor Non-combustible flooring aminimum cf2Oin, (7G2mm) in front of and 12 in. (305 mm) to each side of the fuel opening iorequired onthe RH3Gand RH42. The hearth framing must be constructed of non- combustible materials (such as metal framing or equivalent material) and placed on HX3(o). HX4(o), or equivalent material. When creating the platform, allow for the thickness ofthe non-combustible finishing materials. Seal gaps between the hearth extension and the front ufthe fireplace with abead ofnon-combustible sealant or grout. material must be Note The bottom of the used under the fireplace opening is 7 112 in fireplace if top of 191 mm) above the bottom hearth is less than of the fireplace Finished 4 in (103mm) hearth must NOT extend 0 below the above this level LL I fireplace opening Finished Floor 20 in Min Hearth Extension Micore Noncombustible Material Protective Metal Hearth Strip Figure 7. 8 Flush Hearth Extension Side View C. Non -Combustible Sealant Material After completing the framing and applying the facing materials over the haming, a bead of noncombustible sealant must beused toclose off any gaps cgthe top and sides between the fireplace and hearth. 7.9 Place Non-combustible Sealant 30 Heat &G|o^RH388RH42~4044- 1A4Installation Manual ^ Rev O^ 09/18 D. Mantel and Wall Projections The combustible mantel may have a maximum depth of 12 in. (305 mm) positioned 12 in. (305mm) above the fire- place opening. Combustible trim pieces that project no more than 1 1/2 in, (38 mm) from the face of the fireplace can be placed no closer than 6 in. (152 mm) from the top of the decorative front. Combustible trim must not cover" the metal surfaces of the fireplace where the non-combustible board is placed over the metal surfaces the space between the metal face of the fireplace and framing members WARNING! Risk of Fire! You must seal around the finishing material to fireplace. Combustible Wall 2 x 4 stud wall Standoffs , Seal joint sealant 6 1 1/2 in/8 mm Non-combustible Decorative Facing such as Steel, iron, brick, tile, concrete. slate, glass, piasters DO NOT cover any air openings in the face of the fireplace WARNING! Risk of Fire! Hearth & Home Technologies is not responsible for discoloration, cracking or other material failures of finishing materials due to heat exposure or smoke. Choose finishing materials carefully. Grid represents 1" scale Combustible 6 it (1829 mm) Decorative Facing minimum base of fireplace to ceiling 12 in /305 mm --I JJL_LJ_-- 12 in /305 mm minimum 6 in /152 mm minimum Measured from top of fireplace opening Seal joint with non-combustible sealant to prevent heat from being drawn into the wall cavity. Figure 7.10 Mantel Specifications Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 31 E. Sidewalls/Surrounds Locate adjacent combustible aidewelsaminimum of12 in. ( 3USmm)from fireplace opening. yNmnde (* g, uunnund, stub waU, whether combustible or non-combustible, may beconstructed as shown in Figure7. 11. Grid represents 1" scale FLUSH BRICK 4 in. FRONT FRONT 102 mm] VP 2Fireplace Outside Model # Opening Dimensions Figure7. 11 Mantel Leg, Surround or Wall Projection (acceptable on both sides of opening) 32 Heat &G|o~RH3S/RH42^4O44484Installation Manual , Rev O^ 00/18 8 Fireplace Setup A. Gas Log/Lighter Provision B. Wood Burning Inserts WARNINGI Fire andlor Asphyxiation Risk! Use with solid wood fuel ordecorative gas appliance only. Gas fire generates fumes. IJQNOT install unv*nAedgas logs Damper must be locked fully open when Doa logs any installed Acertified gas log lighter ordecorative gas log set can be installed mthis fireplace. Maximum input is1UU.UUOBTU/ c Decorative gas appliance must becertified tuANSI Z21.6O"Standard for Decorative Gas Appliances for no!oUekion in Vented Fireplaces". Must bainstalled inaccordance with the National Fuel Gas Code, ANSI Z223.1. Agas log set must incorporate agas shutoff Gas Log set requires the damper tobelocked fully open. A|iated automatic damper system with safety interlock may be used in this fireplace with only compatible, listed gas log sets. See damper system manufacturer's instructions. Knockouts are provided on both sides of the fireplace and in refractories for 1/2 in. (13 mm) iron pipe. Seal refractory around pipe with fireplace mortar ora non-combustible sealant. Outer shell Firebox of fireplace Maintain air clearance to combustibles. Refractory Combustible Seal with materials fireplace mortar ible sealant air space around cias line Gas line t 2A1 Combustible materials may be located at zero Repack clearance to gas line knockout 4 in. - from fireplace side, Figure 8.1 Gas Line Installation WARNING! Risk of Fire! Improper installation ofwood in- serts may cause fireplace mchimney system &ooverheat. fawood burning insert is being installed in this fireplace, Hearth & Home Technologies recommends full reline of the chimney. Cooling air openings at the top ufthe chimney must not beobstructed inany manner. Hearth & Home Technologies recommends securing the reline atthe top ofthe flue and using the cap certified for use with this fireplace system. Heat & G|o^RH380RH42^4O44-1S4Installation Manual ~ Rev O^ 09/18 33 E] Reference Materials A. Chimney Components Catalog # Description CAK4A Chimney Air Kit ID4/ID6 Insulated Duct/Outside Air UD4/UD6 UninSUlated Duct/Outside Air SL306 Chimney Section - 6 in, (152 mm) long SL312 Chimney Section - 12 in. (305 mm) long SL31 8 Chimney Section - 18 in. (457 mm) long SL324 Chimney Section - 24 in. (610 mm) long SL336 Chimney Section - 36 in. (914 mm) long SL348 Chimney Section - 48 in. (1219 mm) long SI-3 Chimney Stabilizer SL315 Chimney Offset/Return - 15 deg SL330 Chimney Offset/Return - 30 deg FS338 Ceiling Firestop - Straight FS339 Ceiling Firestop - 15 deg FS340 Ceiling Firestop - 30 deg AS8 SL300 Straight Attic Insulation Shield, 24 in, (610 mm) JB877 Chimney Joint Band CB876 Chimney Bracket RF370 Roof Flashing - Flat to 6/12 Pitch RF371 Roof Flashing - 6/12 to 12/12 Pitch TR344 Round Termination Cap TR342-B Round Telescoping Termination Cap ST375 Square Termination Cap TS345 Square Termination Cap TS345P Square Termination Cap - Painted TCT375 Terra Cotta Termination Cap TR-TVK TR Top Vent Kit DT0134 Short Octagon Decorative Cap DT0146 Tall Octagon Decorative Cap DTS134 Short Square Decorative Cap DTS146 Tall Square Decorative Cap LDS33 Decorative Shroud - 3 ft x 3 ft (.91 m x 91 rn) LDS46 Decorative Shroud - 4 ft x 6 It (1.22 m x 1,83 m) LDS-BV Decorative Shroud - 26 in. x 26 in. (660 mm x 660 mm) Field Constructed Shrouds (See "Woodburning Termination Cap") CT-3A-B Adapter - May be used with the following caps CT Series DT Series 12 in. 12 in. 305 mm) 3015 mm 5-1/4 in, 133 mm) 4in. (102 mm) 10-1/2 in. 287 mm) d d CAK4A Chimney Air Kit I,-- A --j 8 in, 10-1/2 in. 1(267 mm) 203 mm) I B Chimney Sections Catalog # A B in I mm in mm SL306 6 152 4-3/4 121 SL312 12 305 10-3/4 273 SL318 18 457 16-3/4 425 SL324 24 610 14 578 SL336 36 914 34-3/4 883 SL348 48 1 1219 46-3/4 1187 A= Actual Length B = Effective Length (length of chimney part after it has been snapped to another) Inside Diameter 20-3/4 in. 8 in. 527 mm) 203 mm) Outside 4-3/4 in. (121 mm)— Diameter Effective Height 10-1/2 in. 267 mm) SU Chimney Stabilizer 34 Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 Inside Diameter 1. (203 mm) Outside Diameter 10-1/2 in. 267 mm) SL315 Chimney Offset/Return - Effective Height 13-3/8in. (380 mm) SL330 Chimney Offset/Return - Effective Height 15-1121n. (394 mm) Assembled Diameter: 14 1/2 In.1368 mm Height: 24 in./61 0 mm AU Straight Attic Insulation Shield 10-1/2 in. 267 mm) 2 in. (51 mm) JB877 Chimney Joint Band 1/2 in, 267 mm) CB876 Chimney Bracket CT-3A-B 14-1/ 13 in 368 mm) Ceiling Firestop Catalog # A B FS338 0-deg. 14-1t2 in, 368 mm FS339 15-deg. 18-3/8 in. 467 mm FS340 30-deg. 23 in, 584 mm 12 in. 305 mm) 8 in7-3/8 in 24-5/8 in, 695 mm" (625 mm) RF370 Roof Flashing 12 in. 305 mm), 31 in 787 mm) RF371 Roof Flashing TR-TVK - Top Vent Kit 24-5/8 in. 625 mm) Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 35 17 3td U52 mmI 11 1279 mmI 30 37d 182 mm3 12 291 mmt 8-378 212 mm1 TR342-B Round Telescoping Termination Cap we M ST375 Square Termination Cap TR344 Round Termination Cap M TS345/TS345P Square Termination Cap TCT375 Terra Cotta Cap 36 Heat & Glo • RH36/RH42 •4044-194 Installation Manual • Rev 0 • 09/18 DTS134/DTS146 DTO134/DTO146 Decorative Caps ne Heat & Glo • RH36/RH42 •4044-194 Installation Manual • Rev 0 • 09/18 37 B. Optional Components 52 in, 1321 mm) ---4 ce 16 in, 406 mm) HX3 Hearth Extension 1/2 in, 13 mm) 66 in. 1676 mm) 20 in. 08 mm) HU Hearth Extension 1/2 in 13 mm) ID4 Insulated Duct 4 in. (102 mm) i.d. M 1-42 in--1 1067 mm) ID6 Insulated Duct 6 in. (152 mm) i,d, UD4/6 Uninsulated Duct n. (152.4 rn m) i . d. T142in -- :- 1067 nnnn) Bifold Glass Doors DM1036, DMI042 Fastener Pack Outside Air Outside Air Hood 2 Wire Ties Plate Assembly AK24 Outside Air Kit t C I T LDS33/LDS46 Decorative Shroud Catalog # A B C D in. mm in. mm in. mm in. mm LDS33 36 914 36 914 8.5 216 11 279 LDS46 48 1219 2 1829 8,5 216 11 279 LDSCP-M - Corner Post Kit (for custom size) LDS-BV Decorative Shroud Catalog # A B C D E LDS-BV in, 26 12.5 15.5 22 23 mm 660 318 394 533 584 See your Heat & Glo dealer for a complete list of optional components. 38 Heat & Glo - RH36/RH42 - 4044-194 Installation Manual - Rev 0 - 09/18 Heat & Glo, a brand of Hearth & Home Technologies 7571 215th Street West, Lakeville, MN 55044 www.heatnglo.com Please contact your Heat & Glo dealer with any questions or concerns. For the location of your nearest Heat & Glo dealer, please visit www.heatnglo.com. Heat & Glo • RH36/RH42 • 4044-194 Installation Manual • Rev 0 • 09/18 39 c(nn, City of Sanford Building and Fire Prevention Product Approval Specification Form 11< 77 Permit # # 4 5 5 laN ,0 Project Location Address 134 Kaywood Dry 'Sanford, FL 32771 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.o[g. The following information must be available on the jobsite for inspections: I. 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 Therma-Tru Smooth -Star FI, 15225 Sliding___ Sectional Roll Up Automatic Other 2. Windows Single Hung Simonton Windows Vinyl Windows FL5414 Horizontal Slider Casement Double Hun Fixed Awning_ Pass 1hrouh. Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils, Inc. Aluminum soffit panels FL12t94 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Owens Corning, FL10674 Underlayments FT Synth tics Inc. PLATINUM HT -SA FL23090 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 E.P.S. Roof Panels Roof Vents MMI Off Ridge Vent FL19:567 Other June 2014 F2 Category / Subcategory 5. Shutters Accordion Bahama Colonial Roll up Manufacturer Product Descriotion Florida Approval # include decimal) Equipment Other 6. Skylights Other 7. Structural Components Wood Connectors Anchors Simpson Strong'he Embedded Truss Anchor FL 11473 Truss Plates En ineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products 8" Precast Lintel F1,17867 Insulation Forms -- Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) Alan Dean Shoernaker, President June 2014 THERMA TRU DOORS I IS ---- D._ ED ... T.., 0" k35 1 7 Smooth -Star" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W1 & WOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Gerrerai Notes 1. This product anchoring drawing has been developed in compliance with the 6th Edition 20171 Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone', See the Certification Agency Certificate for Sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wag coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2015. All other fastener Types to be installed following fastener monufacturers installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shaff be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where Shims are used, they must be a "rigid / stiff material that complies with the requirements of the FEC. 6, Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring Fro" anchoring & bl of moterfols vertical cross 6 Horizontal Vertical cross sections A............ .. 4C F' r68.50" MAX, 3 - 105.5T MAX. OVERALL FRAME WIDTH OVERALL WIDTH 3. 034 Z 6 0, a xz R i 4L _ 44- Inc 6 4 50 55 6 c z 2 t34 5 6 6 6 6 6 DOURLE VVI Sit -ELITES GXX0 SINGLE W1 SIDELITES 0X0 MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55. 0 -55.0 +40.0 -40.0 74, 5(r MAX 37, 5T MAX, OVERALL WIDTH OVERALL WIDTH OVERALL WIDTH 2 3 I a 5 )VO/I _55 4 4 le Q 2 Om 5 4 e SINGLE X MAX DESIGN PRESSURE DOUSLE XX SINGLE WlSiDELITE ox DATE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 7/ 21/12 67. 0 -67.0 +55.0 -55.0 40.0 -40.0 sc- u NJ1_S, Dwcl' ey JK LOCK HARDWARE MFG a U SLEKMKSET SIGNATURE SERIES, AkTCfi KWIKSE17S -DEAD FL- 1 52255-68 SIGNATURE SEiKIB ;8_ 0 I 4 4 4 4" f __t" ffti zyq z y. a z SHOWN FOR MULLION \- MULDON > 4K 0 MASONRY 4 MASONRY 4 SHOWN FOR MASONRY REFERENCE 7 -J I I REFERENCE GOPENINGOPENINGTYPHEADOPENINGTYPJAME35 jj 11 . E. HEADHEADJAMBS 5 6 TJAMBSOil E E 2X BUCK 2X BUCK E cc Ej2X )CK-/ CL L20N SHOWN FOR REFERENCE r4 SINGLE DOOR SINGE STINGL—E Al51DE1TES R BUCK ANQH0fj!NG in < SUCKANCHORINGBUCKANCHQRNC l D of ak 4 v) t-f-4,— 4 4 Co t t t f 4---- - --------- f-, t t I f t V) MULLION' c l 17-' MASONRY _( 4 OP E N ING, T HEAD I SiiOWN FOR MULLION TYR REFERENCE SHOWN FOR s, JAMBS II ASTRAGAL HEAD II REr ERENCE SHOWN FOR & JAMBS 1. 2X &;ck min. S.G. a 0.55. 2X BUCK- II REFERENCE 2XJ BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor Locations at the comers may be adjusted to maintain the rain. 1 1 ASTRAGAL "Jwj edgedistancetomortarjoints. ll SHOWN FOR 2. Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to 1 3 6 1 REFERENCE maintainthemin. edge distance to mortar joints, additionat concrete anchorsII 3. CoyberecIfAredfoensue "'MAX. ON CENTER" dimension are not exceeded, ncrete anchor tabbe: IZI ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO TOADJACENT ANCHOR ITW 114' 4' TAPCON* ELCO 1/ 4" 4" ULTRACON A7E 212 1/ 12 scALE N. T.S. By JK DOUBL —FDCQR c- By LF S BUCK MASONRY DOU__LSIFL TES OPENING BUCK ANCHORNG Ff- 15225, 5--68 51EET -2 or 6 C 31 IIr k:t, MULUON SHOWN i OR REFERENCE W/2X BUCK iNSTALLATION W/IX BUCX NSTALLAT I(N TIP EAD & JAMBSS SfNGtF-QQOR WZSf2ELITFS IN PAIRS 0 7YR TYP, A 4 J 3E C, U SEE9Lf AiL "4 D A A J6 ....... z 0n T— - , 0 z W/ 2X BUCKI a - a S Lj NSTALLAMON MULDON14) 1 0' 5 SHOWNFORit0tVVVREfERLNCE > ')W/IX BUCK W a. C. C9 I V" INSTALLATIONE 2X BUCK, INSTAI 'A'I TYR HEAD & cc E 0 L, [ON z JAMBS i tj W/ IX BUCK INSTALLATION TYP HEAD &- JAMBS SEE AIL 2 TAh A - A VIEW S(NGLF DQQR-W/51, 9ELITE SING E DQCLR VILW yarn , W1 CaM.A CORIUWFD rASTENEks, i%. 130 (TIP Alt VOeLM 10 000ft JAkB 9DEL(TE NOTES: 1, The sidelite is direct set into the Jamb with (12) #8 x 2"pth. wood screws. There are (4) at each vertical tomb, from the top down at 13,5', 31", 48.5'& 66". There are (2) at the header at 4" from the outside corners of the frame. There are 121 of the sift, 4" from the outside corners. 2. For optional sidelite construction with staples, sidelite is direct set into the iamb with (4) 71j," X 1-314" 16 go. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 1 Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 11W 1/ 4" 1-114- 2" 4" TAPCONV TTWLTAPCON' 1 1 1 1 W/2X BUCK f--\ 2 INSIALLAfiON B W/ IX BUCK INSTALLATION D VETAlL " 2' W/2X BUCK INSTALLA !ON W/iX BUCK 0 INSTALLAT'ON@/ I C DATE 2, 121112 N, T, S, I DWG BY JK 7 CH. SY fX-TAIC ' 4' FL- 15225.5-68 in3 6 - 7 IO 7 3 7 7j 3" 3" SEE NOTE 3kl\ SHEET 3 SEE DETAIL -3 ASTRAGAL —A VU"I 1 ION SH,OWN ')R 11 HSOWNFoR RE I- ER-1 NC[-, jj RE F E RL N C E 0r NL Y IIli I" 1)IQ®R -!tZ—sfDELI" Es PAIRS (3'0" Typ wl2x BUCK INSTALLATION W/IX BUCK NSTALLATiON TYP. HEAD cN JAMBS A,. 4j 6- 4 SEE DETAIL W/2X BU JNSTALLAT;S N 41 W/IX BUCK ASTRAGAL NSTAHEADLLAli(:)N') 111YPSHOWNFOR REFERENCE JAMBS ONLY SEE 77 IL "4" A DETAILD6 ;;16 et DOUBLE DOOR siiu.N A/ opnow com'7ro FASTENERS, f-,EM 130 (rrP Aft SOFUTF TO O'Dop JAMS CONNECTKws) W/2X BUCK iNSTALL4.Tl0N 0--l-- W/ 1 X BUCK NSTALLAT16N(-(I c DETAILL "4 A" G Nt z gir Z 00n 0 0 - z z 0, 0 JmC P 5 C! 0 W/2 X BUCK 1 W/IX BUCK INSTALLATION DETAIL " ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. WE 2 !/1 I I ScAlE N. T. S. cwc- ey, jK cw BY DRAA`NG NO F L - 15225-5 68 Of m BUCK rl " HEAD JAMS pq 2X BUCK INTERIOR EXTERIOR INTERIOR EXTERIOR ri"'HEAI - )JAMS HEAP JAMB 2X BUCK INTERIOR, INTERIOR OA OA of EXTERIOR EXTERIOR SHIM SPACE SHIM SPACE 4 VER17CAL SIDE JAMS VERTICAL SIDE JAMB CH K, - 81 To wood frame DROWC .0 INTERIOR EXTERIOR z 7 VERTICAL CROSS SECTION Inswing configuration E'XTERIOR, T117-01111, INTERIOR i VERTICAL CROSS SECTION outswmg configuration I A, x 0z Z 06, z 6.6 INTERIOR EXTERIOR zo E On L 20 p c 6 a 011 z 12 Ur z rs t, VERTICAL CROSS SECTION mi INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 6z 4 VERTICAL CROSS SECTION 6 Inswing configuration VERTICAL CROSS SECTION Q c.mwiation- SECTION_ VERTICAL CROSS SECTION T,5j-,—ng c.. —19ul.".. RY FL- 15225-5-68 3FtET 63 OF _6 ff k V IONS IREVTkO Sy:i ATE MULiEL DESIGNAflOtJ'. Simonton Single flung Series 45-06 43-17 Vinyl Window ttrNtt£2Wej Gr Lucas T r1X t_ t55 WAS iNCORRE `t-Y A2ELEfi tso - T L,. a2t/Cb MAXIMUM _Qd7=BALL td VNA., _ Z See Size Chart .` - =I,E +s ... P - -- - - E +' TUEttef 2 tiP4A _C SIZES'ER NEW EST REP7RF5 D L./i2fd9 DESIGN PRESSURE RATINGSee Size Chart Z" fr'7220 8-0 9. 00 N ;,, 5 uPOatE ANCHORkoTEs cr H o5/talcs r • t l ` 5 JNf : AA 4 ADDED SIZE I,0 SIZE CHART, i Uir, O'/05/17 USABLE CG aF G RAINS' "d rt 5 ARCED sia TO SIZE CHAR" CMx d 6 X StATE OF 4f -• /o— QLNLR' L DESCRIISTi , The head dnd Side Tombs ore ekffuded PVC. The wo:I thickness througt e 1 Opq P 2• MiSEE NOET DIST which the onchor screw penetrotes i5 to m nir-.urr of 0.090'. j3r f A "Hitt , CCNCRETE MASONS, INSTSEE CI2 H` J+- C ATIANC (SEEu. NOTE 2 SILICONE CAULK SEE EMBED_ E NOTE 2INTERIOR - tX WOOD 6t) CK SASHTRACK 116lACLAD Nv ANCHOR. SILICONE CAULK SEE NOTE 2 ' INT PERIMETER) 'K wOOD fAfGK nt S4C+COWS CAULK X icR10R tJ4 MA%. SHIM f (IN' PERIMETER) 3 SASH TRACKCONCRETEC `., Tn MFSFiNRY ` h. t/b MAX. SWM 1/4" MAX. SHIM f'iEAO 1 TOP UTE / f i t6? ATE CK i- i 'I 'WYs: F.LLA T4.: ti r TOP JIE /// INT. TRACK INSTALLATION ANCHOR, ANCHOR, SiCS- 01 CAULK SEE NOTE SEE NOTE 2 u : StLiC CONE CAULK ( SILL SNTERr^vR w T (`,4LL EX At, I WOOD BUCK MSEE NO CE 2 --ji i SILICONE CALKMIN EM6Ef)( ExT PER(fAE`+ER} MASCMRY SEE NOTE 2 SE._ I NOTES: 7 — 1. Tt ii stallah I az . i I aEu fed forus i to:att> adhe l g to the Florida Building Code outslde The HVHZ, a rd where pres,ure reGjulrenreu8; as deternitned oy ASCE 7 Mlniinwn Oenign 2 i EO7TQM GiE /// 39TTpM LITE r- L i f ' 6ud< f 9 a'id t L S.r..cfu E do n6t e i i the or-si j p °s5urt atinyS fret An. i EkT. TRACK ExT TRACK ` Z. far a.ic huring W coke uncrac Kea concrete (Min. sc^-+.,ressrve s`T e y'[I: of 2000 psr}, use 3I16` ETw Tap -OP,!; wltft t" r-T7n, emtrednest and 1-1/8" mksr. eoge o'starrce For anchu inq to I uatt racked h It,,w r,, g,cut tit d ncr has., •.ry t: (c.Tnn i *ring with ue aq-h. regO cements of ASTM LI (O, 117 PCr resin density,i, use 3 16' ITW Tcq—ws +with I' in. er to onn, .t -ar:e 2" mrr edge dista we A a i r iT n ten r to enter spa f g 1,f 3 shad tx mam a reed between all PW tapcons in any drectton. For ad,:r—wy to wood (Southern Pine or G=0.S3 min.), use a 10 r ce s r ws with f tl r n embedment and 7J8 nl T t,dgE distal c 3. All rr rl< to + PeMl,rzer -rf— ot III, wind—'—s', U, aulk c. 4. P t 1 t ty,-, iZe, I s kig, t s,r e. r 1 disc t c. At rx t p .cffrc w these f a it ys. 5. Anchor enbedn e t to sut t ate strait De Oe yo rd v air dress nq Or s u:.co. rot tascnry opens .qs with wood bucks less than 1-112" thtek, embedment shall be beyond woad bucKs, 6 used, and t i t t " a", tr +e.bst.ate. Wood but ks Witt y .onty a ri>nonal. 6. wood or Iasc. nr It y Qpeninys Duks and buck f- stcncrs by othen s, >hait be. Tor Tp r1y des aped a r d installed to transfer viv,c leads to the st u%ct urc W' MAX. OVERALL FRAME WIDTH —) 7,_ Tf c e Liz sibrfrEy Tar yc.fecriun of Sims ttsu Tor vUu,ts u meet a y apprcab4e_ Eat,.,{ ,aws, 6 ddfoq uocfes ,rrofnonces, ur other sa`ety racufrenre; .s tests solely with Se arChf*ec;, „ti3urg awisur, rr eo.itra ,tor. SIZE CHART 8. Shin , , IT -getred where gaps of greater than 1/16 exist tn,,t—,tn ope •ing and f,—T . Max. shiny stac k is 1/1i". Shims shaft be Ioad-b—drig end capable of transferring loads in the substrate. DVERALL SIZE ! 9, wre used it ar as c.,,at q Imp—Imp-T p u ,tr : his P—juct requ e_ the u e UT approved "act recast +t strutt other to al Prot tl WIDTH R IGHT ' CP RATING 1 10. Scaling ern; `ls. teary ,.y ut re rs sho.,ld h at. AII'd usr`o thi, ASTM - 2112 rr,, .hudoloyy all-pir,-O To, the opon+rig "to orhl, h UTr: p.. odurt it bt cis instailis.. ().,air watts l—,"trano resistance of the Installed ptodcct is not addresscd in this drawing and is tho respensibilay of Others. 36" 72- ! t. (,lazfny shad < ply fth! TM E 1300 Oh tZJ PSI t - All fasteners p tra..ing to p ssuee t 3ted -n c shall he Capabke of Pre crrttny Corrosion due to reaction with rress.ur treatment rhemicats. Any dlssimi€ar mafertais that t ame iixto 48" I 80 iotractshall _e protecte 3 P event r dCnOIh In accordance t code requtremeras. 44 ?g` t 36 P 13. A wi. d Ioad ouratfon fd,,tljl Ce - IJ, r as aced fart e analysts of .-, rev— only. 44- 63" 14. PaieWtts In.v b< con1U.,Ted ac specified in test reports 60681_01-5d1-47-r0, C3504.01-S01-47-,0, (:Q83S.F3t-507-47-rD, C_1505.01-SOE-47,0, COS T7.6t-709-47-r0, C4250.01-109-47-r0, 36' 74- 135 PSF- C4258.01-109-47-rU, CtiB26.ok-FR9-<<7-r6, C6586.01-109-47-r0, D2968.01-501-47-r0 and 87729A1-56t-47, 1 by A,chvtectural Testwg, lrrz. A t_RIAL. ........... j NO FtE'v r,r rtE c at M N1 uS riNl$kL SlMOfV Ti)V' B 40, 5 63 the o t thispop ty of S t W C n h C ensienC! TOI a es AM Y C t45 PSF { fl ipoptydtf,r ghf t t b¢ H , atnt ns oche se }pGc f to 44" 63" h Got Mt is p o O t .he p ton th xp sect ALLOY & TEMPER (f i ue T D D 0 / 2U} O8 36- 84" o J41err th t t nee be Snd ea ep oa ea a . 'art- ECK 0 BY ;JATEE. Tow t, r d '. ' Ur fr t. .41, th de ig f f-. ( e,t A — s. 0 j Ce:" inro.s A;sq;es 36" 74" ISO PSF rw n tf yoon fu oryw,e utr, n S ,on w aoi.s SCaCE- SHEE'.- APPR'D (3Y CatE is s¢+'t Th tact wtO o rr0 t t the --- --- - -- k f 05 FITi of S 32" 6Z 1 recrp gtiis t f9"i "rrtfor t.. eo d than St,RfAC£ AREA`'F7xlu€iER XX P Qt r, iSERfEs: i rlecvrt+mlf ief`+ch Es p W'. a0 tceed Item, a'o to So—e - . 3 m7n. LL ._.......___ VFNisf; TREATMEW I xx t GOS 43-06 J45-F7 S+xE:tE xUriG 1tRLE. tk BUCK tNSTAELATI6N I 1 -9SIL0INAAw TECHNICAL SERVKCES,LLC EVALUATION REPORT Manufacturer: 00unvfuumvhng; Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL33O34 818)249-8743 Tampa, FIL Certificate ufAuthorization No. 39824 17520Edinburgh Dv Tampa, FL3] 647 813)4803421 FLORIDA BUILDING CODE 6 T"EDITION (3017) PFUConstruction Materials Technologies (QUA811O) Panel Walls Soffits 140451.170810 Wind Resistance Issued December 14, 2017 Ea!qy ReporLNo. Standard Year Certified Testing Laboratories < rsT/o7r cTLA1**7w ^Amx1400 2009 Certified Testing Laboratories ( ToT1ar7) CTL*enrVVV /wMA 1402 cnno pn/ Construction Materials Technologies (TsTnora) xc/x'003'02-01 xAMA 1402 zoon rmConstruction Materials Technologies ( TsTno7o) *C|x'000-oz'oz *xmA 1402 znoe PR|Construction Materials Technologies ( TSToa7e) xCm'008'02'01 AAm*1*oz znoo Lw/rArmma 1 This report ionot for use inthe MVHZ 2 Design wind loads shall bedetermined inaccordance with FOCSection 1009 3 Soffits shall belabeled inaccordance with FDCSection 17OS1U 4 Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions, Where discrepancies exist between these uoumee, the more neamonve and FBCcompliant installation detail shall prevail. 5 Installations shall meet the minimum ventilation requirements ofFDCsection 12032, 8Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates, All data y^aU be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7, All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 51G2O'3 This for State of Florida Rvlensuon The manufacturer shall notify CREEK Technical Services, ucmany product changes quality assurance changes throughout the duration for which this report wvalid. This evaluation report does not express nor imply warranty. mmaoat/vo, recommended use, mother product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8" F~Chonnui Preformed nominal 0,016'inox Vkiox, 3105 M'14 aluminum F-channel.See Appendix D for dimension drawings. 3/8^J-ChunmN Preformed nominal Uo1O-innhthick, J1U5M-14aluminum J-channei See Appendix Dfor dimension drawings, Fascia Preformed nominal OO19-inohthick. 31O5H'14aluminum fascia. See Appendix Dfor dimension drawings. 16~O4Soffit Preformed nominal OV155-iochthick, 3105H'14aluminum soffit panels providedin 10- inok aoononm The reported net free ventilation areas are 22.3 in/|in.ft, for the `hu|| m:nY configuration and 111in 0in,*and for the 'center vent' configuration. See Appendix Dfor dimension drawings. 12^T4Soffit Preformed nominal 0. 0135-inoh thick, 8105 H'14 aluminum soffit panels provided in 12' inuh sections. The reported net free ventilation areas are 125 in'0inft. for the 'full vent' configuration and 42 in^8m*. for the 'center vent' configuration. See Appendix D for dimension drawings. This evaluation report mprovided for State of Florida product approval under Ruleo1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. ro/ve*amaov" report does not express nor imply warranty, installation, recommended use, n,other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P,E, have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer, 0111,1111111,111Rp CENS' No 74021 STATE OF 4JJ 0 R N A\- 1111111111"t CERTIFICATION OF INDEPENDENCE 2017.12.14 fcc 16:21:34 a51aa1 Zachary R. Priest, P.E. Florida Registration No, 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have. nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (111 pages) 2) APPENDIX B— Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 1 5001A FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvicEs, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below, 1. Maximum Design Pressures (MDP) were calculated using a 1.5.1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. T Typical fastening details are as follows: ALC15001A a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b . 12"T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c, 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Loc tion Locition FL12194-R7 mm This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvicEs. LLC d. 16" Q4 Soffit — 8-inch o.c, Fastener Location Fastener Fastener Location Location ALUMINUM COILS, INC Soffits I Approved System Numbers and Definitions I 10.5JJ_# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave I 12F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Cap Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap I 12JJ-# Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14.5JJ-# Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 16F-# Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Cap 16J-# Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Cap 16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# A roved Systems for 24-inch Soffit Span with F-Channel and Fascia Cap 24J-# Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Cap Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga. 1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch ox. securing 105,1,1_1 Max. 16- inch Wood J-Channel to joists: One ( 1) 18 ga. 1/4-inch crown x 1-inch leg staples Wood J-Channel to joists: t59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located I I 12-inch o.c. I in the horizontal leg of the J-Channel spaced 12-inch o.c. II ALC 15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 1 3/4-inch long x 12F-1 Max. Wood min, 1.25-inch embedment spaced Wood One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- 40 16-inch 24-inch o.c. staple spaced 16-inch o.c. inch head dia. trim nail spaced 36-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 3/4-inch long x 12F-2 Max Masonry 9 ga- min. 5/8-inch long Stub Nail Wood- One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16 t48 16-inch with 3/8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 8-inch o.c. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap 1 inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-4 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min, 1/4-inch 48 16-inch with 3/8-inch diameter head spaced and securing each panel lap head dia. trip nail spaced 48- 64.2 8-inch o.c. inch o.c. Approved Systems for Maximuml2winch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia, x min, 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inc o.c. connecting soffit to J-channelco I I inch o.c. I i I ALC15001A FL12194-R7 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein, ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga. 1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists: Wood J-Channel to fascia, 70 16-inch One (1) 18 ga,1/4-inch crown x 1-inch leg staples One (1) 18 ga. 1/4-inch crown x 1 -inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. I12-inch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width PSI) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga, 1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 Max Wood J-Channel to joists; Wood J-Channel to joists; t43.3 16-inch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga. 1/4-inch crown x 1 -inch leg staples locatedlocatedinthehorizontallegoftheJ-Channel spaced in the horizontal leg of the J-Channel spaced 12-inch o.c. 12-inch o.c. I I ALC15001.4 FL12194-R7 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga, 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1 . 75-inch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min, 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 53.3 12-inch with 3/8-inch diameter head spaced 4-inch o.c. and securing each inch head spaced max. 8-inch o.c- panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min, 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 518-inch long T nail or One (1) min 3/8 -inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max. Masonry 9 ga.. min, 5/8-inch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch with 3/8-inch diameter head spaced 3/16-inch head dia. trim nail I 8-inch o.c. O.C. spaced 36-inch o.c. One (1) 3/8-inchhead dia. nail. min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-4 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3116-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-5 Max. Wood crown staples in diamond pattern Wood One (1) min 314-inch x 1/4-inch x 0,072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-6 Max. Masonry 9 ga.. min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch 0-072-inch diameter finishing nail with min. 3/16- 43.3 16-inch with 3/8-inch diameter head spaced o,c. and securing each panel inch head spaced 8-inch o.c, lap 16-inch o.c. One (1) 18 ga, 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-7E 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced I I i 16-inch o.c. I I ALC 15001.4 FL12194-R7 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits umm= Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.516J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 1 1 1 1 nail spaced 48-inch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in diamond pattern spaced 24-inch o,c. securing Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in 1611-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood diamond pattern spaced 8-inch o.c. securing 32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga. 114-inch crown x 1 -inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max Wood J-Channel to joists; Wood i-Channel to fascia: 43.3 16-inch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch o.c. I I securing each panel lap J ALC15001.4 FL12194-R7 6 of 11 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS. INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga. 1/4-inch crown x One (1) 18 ga. 1/4-inch crown x Three (3) 18 ga. 1 /4-inch crown 1 -inch leg staples in diamond 1-inch leg staple securing the nailer x 1 -inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22.5JJ-1 Max. Wood securing J-Channel to joists; inch o.c, securing each panel lap Wood securing J-Channel to joists t42.1 16-inch One (1) 18 ga. 1/4-inch crown x One (1) 18 ga. 1/4-inch crown x 1 -inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-inch o.c. 3116-inch head spaced spaced 12-inch o.c. 4-inch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No, Width psf Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 gal/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max, inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c, shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. 11,11111M FL12194-R7 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Mich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min, 1,5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1,75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 8024F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min, 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c, inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min, 3/16-inch head spaced 4-inch o.c. I One (1) 18 ga. 114-inch crown x 1 -inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c, securing One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max ga.. min. 5/8-inch anchored to each panel lap inch crown x 1'-inch 0.072-inch diameter 8024F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.63/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter 12-inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c, One (1) 18 ga. 1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 g& 1/4- One (1) min. 1 .75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 8024F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3116-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. ALC15001A FL12194-R7 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, of other product attributes that are not specifically addressed herein. C R ELEE K TEcw,yjc,1,,L SEvyjcEs. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1 .5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 80 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min, 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 60 16-inch o.c, inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1 -inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max ga.. min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F-6 Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 16-inch 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 60 head spaced 8-inch inch ring shank One (l) min. 1.75-inch each panel lap 16-inch o.c. O.C. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c, ALC 15001.4 FL12194-R7 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. IN CREEK CHNICAL SE:RVJCES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga. 1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga. 1/4-inch crown through the rafter securing each panel One (1) 18 ga, I/, One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inx 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min, 3116- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1/4- between rafters with inch crown x 1-inch one (1) min. 2,25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 I/ ga' inch , anchored to ga. 1 /4-inch crown through the rafter spaced 16-inch o.c, inch crown x 1- One (1) min. 1.75-inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten of two (2) lap Wood 8-inch o.c and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001A FL12194-R7 1001`11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 244nch Soffit Span with J-Channel at Wall and Pave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga. 1/4-inch crown x One (1) 18 ga. 1/4-inch crown x 1 -inch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga. 114-inch crown pattern spaced 24-inch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. 43.5 16-inch One (1) 18 ga. 1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3116-inch head spaced 4-inch o.c. Three (3) 18 ga. 1/4-inch crown x One (1) 18 ga. 1/4-inch crown x Three (3) 18 ga. 1/4-inch crown 1 -inch leg staples in diamond 1 -inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c, orI each female lock or spaced 16- pattern spaced 12-inch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga. 1/4-inch crown x Wood One (1) 18 g a, 1/4-inch crown x 1 -inch leg staples located in the One (1) min, 1.75-inch x 0,072-inch 1-inch leg staple securing the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch o.c. 3/16-inch head spaced spaced 16-inch o.c. securing 4-inch o.c. each panel lap UDI&DIGE FL12194-R7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any Product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. I System No. I installation Detail 1&5JJ-1 & 14,5JJ-1 Diamond" Patten 18ga, 114'x V staples 12"o t max 18ga, 114's I" staples 24- o i: max J-Channel 189a, lJ4'x 1* staples 24' o c max Diamond" Patten annai 1 89a , 114" x V staples 24" o c max Diamond" Patten 189a, 114' -A I' staples 1 r o c max ALC15001A FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVicEs, LLC No. I Installation Detail MIN, 3/8' HEAD DJA, NAIL. MIN. 1,25" EMBENDMENT SPACED 24" O-C. FOR WOOD SUBSTRATES, MIN. 14GA T-NAIL OR MIN, 9GA, STUB NAIL WITH 318' HEAD DJA- MIN. 518" EMBEDMENT SPACED 8" 0 C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD 12F-2 SFA 12-INCH SPAN\", "' FCNNEL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C, S -' I "I'l— I 1 3/4- TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001A FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12F-3 No. I Installation Detail 3/4- X 1/4- ---, CROWN STAPLES USING A DIAMOND PATTERN I F- CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4" TRIM NAIL PAINTED S.S.48' O.C. SOFFIT- Max 11 -" '" n"h ALUMINUM COILS, INC Soffits Appendix B 31W ft'r*AMN SOFFIT STAPLEOPENRAFTER DIAMOND PATTERN I` -DETAIL FACIA BOARD CAP 3/4- X 1/4- CROWN STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FACIA EIOAR0 FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001A FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. System No. I Installation Detail 14GA T-NAIL OR MIN, 9GA, NAIL WITH 3/3' HEAD DiA- MIN, 5/8" DIAE14T SPACED S" O,C FOR MAS014RY TRATES. 4SCIA SLIP BOARD FASCIA TRIM 12F-4 FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 141:9AZI "TT 1:1 3/4' X 1/4' CROWN STAPLE '24* ON CENTER USING A DIAMOND PATTERN 12J-1 Ti-CHANNEL 1-3/4' TRIM NAIL) wirh olle'! #1,3 X PAINTED S-S. 48* x 3"a' tieed O'C 113tTe Lei ccrew' SOFFIT—kiX, 1-1 in:h span EM-YuLf-u ALUMINUM COILS, INC Soffits Appendix B 38 3/4' X 1/4' CROWN STAPLE SQFFIT STAPLE Q16MONQ PATTERNFACLABOARD QUAIL CAP 3/4- X 1/4- CROWN STAPLE "8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE MON ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 I 89a, 114',x 1" staples 12"o C max W 1 Sga, 114'x I" NO" staples 24- 0 t max jr Diamond' Patten 18 9a, 114- x 1" staples in horzontal leg of female lap ALUMINUM COILS, INC Soffits Appendix B 189a, I Wx 1" staples 24"o c max Diamond" Patten 01 DOW 8 189a, staples I r 0 t max Diamond" Patten ALC 15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16F-1 16F-6 No. I Installation Detail W44. 4, 4 1 DIAwkf f' St OUR 111T#M CAP, RfffR f1l & FASCIA MAX 16" ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL BOARD CAP ALC 15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 & 16F-4 I I I \—"F" CHANNELSOFFIT FASCIA LIP 1/4" MIN. 3/8" HEAD DIA, NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O,C - FOR WOOD SUBSTRATES. MIN, 14GA T-NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD MEMM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. I 1 -1. 1 -- S.S. 1 3/4- TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001A FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE % OPEN RAFTER DIAMOND PATTERN 1/4- 34X DETAIL CROWNSTAPLESUSING A DIAMOND PATTERN FACIA BOARD FASCIA CAP 16F- 5 3/ 4 . X 1/4' CROWN 1- 3/4' TRIM NAIL FACIA BOARD 8' 4- TRIM NAIL r-r STAPLE ON CENTER 1- 3/4' TRIM NA PAINTED S,S. CHANNEL CAN BE PAINTED S.S. 48* FASCIA CAP INSTALLEDWITHTHEO.C.NAILING FLANGE UP OR At 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT - SOFFIT rWOOD SUBSTRATESOFFIT & FASCIA DETAIL ALC15001. 4 FL12194-R7 Page 9 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail FASCIA BOARD FASCIA CAP SOFFIT 091:N RAFTER1- kI- S-17 z FASCIA fICARD 16F-2 & SOFFIT & FASCIA 16F-7 OETAIL CAP, REFER To SDI'M & FASCIA DETAIL W. I' srariEes 0,117 CAx V SPAN MASOMPY SU8STRA'f 1 'Diarnond, Pavel) ALC15001A FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES. LLC System No. [ installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER Y81 i IS'T FACIA BOARD FASCIA CAP 1-3/4- TRIM NAIL PAINTED S.S. 48' D.G. somT—rnax. 16 iT1'-'h $pan ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE 3/4' X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE 5OFFIT & FASCIA QUAIL ALC 15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. f Installation Detail 9 I 8ga, 114's 1- staples 12" 0 C max 16JJ-1 18ga lWx I" 3flr staples 24"o r max Diamond' Patten F?7-M ALUMINUM COILS, INC Soffits Appendix B 189a, I Wx V staples 24" o t max Diamond" Patten a-Pl I Boa, I Wg I" S"`ples 8" 0 ( max Uiamvnd" Patters ALC15001A FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No, Installation Detail staples 24'o c max OPEN R^F-"Diamond Patten c maxstaples10, B A 1A")()"staples 16"o c max and 1 3,14" Long x 072" Dia Trim J-0hannel Nails with 3,116" Head 4- W 22,5JJ-1 0 C Max a I lie, N staples 24'o c max staples 24' 11 c max Diamond" Patten 18ga, IWx I - staples 12"o t max Diamond Patten J-Charm', CoetW A ALC 15001 A FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. a C O E E K ALUMINUM COILS, INC j'i j1 Soffits TECHNICAL SERVICES, LLC Appendix B System No. installation Detail I J" TRIM NAA FASCIA BOARD PAINTED S.S. FASCIA CAP STAPLES. •. r.... j'- USM A DIAMOND SOFFIT Itj \ l* y } # I n.. PATTERN REFER i0 .-'. `! I"" CROWN STAPLE SOFFIT STAPLE " ! DIAMOND PATTERN DETAIL I TRIM NAIL 'y'`... FASCIA BOARD d PAINTED S.S- SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 iE WOOD Sues FASCIA CAP, REFER TO SOFFIT E FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvjcF-s. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAWTio S.S. IA- SMOOTH SHANK ROOF NAks SOFFIT ,- FASOA CAP t-,4- CROWN STAPLE I TRIM NA;L FASCIA BOARD PA04TED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I- - CROW NWX STAPLE FASCIA CAP: REFER TO SOFFIT S FASCIA OfTAIL SYP Batt AnOolei) to! SOFFIT, MAX 14- F-CHAWL Ratte's VAh o,,* ld Ring Sb'dq* Nal at WOOD SUBSTRATE eory Rafter ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA BOARD PAINTED S.S.YT- 146A !-NAILS-FASCJA CAP SOFFIT I-xj- CROWN STAPLE SOFFIT] I TRIM NAIL PAOITED SS. FASCIA BOARD SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1",JCROWN STAPLE LEFASCIA CAP, REFER I TO SOFFIT b FASCIA OETAIL Batter, Anchored to SOFFIT, MAX 24' F - CHANNEL Ratters .4h a" Id Rmg Shank N34 at every Rafter ALC 15001.4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED SS I-Yj- CROWN STAPLES FASCIA CAP SOFFIT— LISO16 A DIAMOND PATTERN, REFER TO STAPLE CANT LEVJERIEO J-.j- CROWh STAPLE RAF TER SOFFIT DiAMOND PATTERN DETAIL F, FASCIA BOARD SOFFIT FASCIA 1 'RIM NAIL PAINTED S.S.DETAIL 24J-1 & 24J-2 --------- I , R , 0 - WN - STAPLE - - - \\— FASCIA CAP, REFER TO SOKII L FASCIA DETAIL N= N mal 1' 2' SYP t an- KatTo Dff.ftrl a fle anc IT, MAX 24' 1- CHANNEL .'ea .M, Ve 1) 7d rIN s" Ank .&stfgm,nwej wo. gh t" 'after Imo tne e"-j WOOD SUBSTRATE I of the Paden Y t,&v 12) 7a g spanF naxts toe- arirs9 ?in b t s4e of lore tAqwn at the atlewrftel SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail 24JJ-1 19 18 9a- 114' x. 1 ' staples 16" cc max and 13/4' Long x 01,r Uia tom Nails with 106'HeA cc max M 0 Diamond" Patten 1 8ga, 114"x I' staples 1 Z' 0 1: max 1 8ga. 114"x I" staples 24'o c max i-Channel ALUMINUM COILS, INC Soffits Appendix B 1 8ga, 1 Wx l' staples 24'o t max Diamond' Patten I 189a, 114'x I* a les To c max ALC 15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC No. I Installation Detail I 24JJ-2 FN RAFTER 18 ga 114' X V staples 16" c c max sand 1 3,14* Long x U 12' Uta I rim, N4,-, witt j ii 18` Ht-,.id 4' 318' c c mlax Dlamonfr Patten 1 8ga. 14' x I" staples 12' 0 C max 18ga, IWx I" staples 24'o c max staples in horzontal leg offernile lap Channel --j am ALUMINUM COILS, INC Soffits Appendix B 18ga, I Wg I , staples 24"o I max Diamond" Patten 18ga, 1 J4- x I' staples 1 r 0. mix Diamond" Patten ALC 15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix The following tables provide design wind loads for components and cladding inaccordance with Section 1609 ofthe FBCand ASCE7-1Uunder the following pmvismna 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2, Exposure 6. C.and Qshall beas defined msection 16O9ofthe F8C. 8, Design wind loads are provided only for wm|b1soffitswith a mean roof height less than orequal |uOV'n, 4, All calculations are based unoneffective wind area of1U-ftorless. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. S. Wind directionality factor, K"=O.85 7, V*isshownmthetableabelow,DasgnpreesvreeoemultidiedhyO,5inmuoordancew8oSeotiun108S.1.3ofVeFDC. Projects with mean roof heights greater than 60- ft shall be evaluated by a licensed design professional. 8, Zones 4and bshall hedefined aoshown below. Dimension " a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less than either 4% of the least horizontal dimension or 3-ft, pI-/2194-n7 This evaluation report mprovided for State mFlorida product approval under Ruleo,s20- 3, The manufacturer shall notify CREEK Technical Services. LLC ofany product changes of quality assurance changes throughout the duration for Yvhich this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C RnWn Wind Pressures for Soffits in Etmure 8 Building Type Zone Mean Roof He (ft) Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 25 16 9 _-19.8 -22,9 -26.3 -3&0 16,9 -19,8 -22,9 -26.3 -30.0 33.8 33.8 37,9 37.9 42.2 42.2 46.8 46,8 30 16.9 19,8 -2Z9 -26.3 -30,0LLL -I- - 33,8 37.9 42,2 46.8 4 40 18,3 -21,5 -24,9 -28,6 -325 36,7 41.2 45,9 50.8 Enclosed 50 60 19.5 -22,9 -26,5 -30.5 -34,7 20.5 -24.0 -27.8 -32,0 -36,4 39,1 41,1 43.9 46,0 48,9 51.3 54.1 56,8 Negative Loads) 20 20.8 -24A -28,3 -32,5 -37.0 41,7 46.8 521 37,8 25 20,8 -24A -28.3 -32,5 -37,0 41,7 46.8 521 57,8 5 30 20,8 -24A -28.3 -32,5 -37,0 41,7 46.8 52,1 57,8 40 22.6 -26.5 -30,7 -35.3 -40.1 45,3 50,8 56.6 62,7 50 241 -28.2 -32.8 -37.6 -42,8 48.3 54.1 60.3 66,8 60 25.3 -29.6 -34.4 -39.5 -44,9 50.7 56.8 63.3 70.1 20 10,8 127 14,7 16,9 19.2 21.7 24.3 271 30.0 25 30 10.8 12,7 14,7 16.9 19.2 10.8 12.7 14,7-- 16.9 19.2 21.7 21.7 24.3 24.3 27,1 27.1 30.0 30.0 4 40 11.7 13,8 16.0 183 20,8 23.5 26.4 29.4 32,5 50 12.5 14 7 17,0 19.5 22,2 25,1 28.1 31.3 34.7 Enclosed 60 13.1 15A 178 20,5 23,3 26,3 29,5 32,9 36A Positive Loads) 20 10,8 12,7 143 16.9 19.2 21,7 24,3 27.1 30.0 25 10.8 12,7 143 16,9 19.2 213 24.3 27A 30,0 30 10.8 12.7 143 16.9 19,2 213 24,3 271 30,0 5 40 11.7 13.8 16,0 183 20,8 23,5 26.4 29.4 32,5 50 1 12,5 1 143 170 1 19.5 1 22,2 25,1 281 31.3 34, 60 1 13.1 1 15.4 17.8 1 20,5 1 233 263 29.5 32.9 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix C 2!!"gn Wind Pressures for Soffft in Lxmuns C SuRding Type Zone Mean Roof Height ft) Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 25 2117 22.6 25.4 L -26.6 29.5 30.8 318 35.4 38.5 40.2 43,5 45.4 48,7 50.9 54.3 56.7 60.2 62.8 30 1 -23.6 27,7 32.1 36,9 41.9 47,3 53.1 59,1 65.5 4 40 25,0 i -29A 341 44.5 50,2 56.3 62.7 69.5 50 12 6,2 1-30 8_ 35.7 39,1 41,0 46,6 52,6 59.0 65,8 72,9 Enclosed 60 27,2 31.9 37,0 42.5 48.3 54.6 61,2 68.2 75,5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60,2 67,0 743 Loads) 25 1 -27,9 32.8 38,0 43,6 49,6 56,0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65,5 73,0 80.9 5 40 30.9 363 42.1 48,3 54.9 62,0 69.5 77.5 85,8 50 32A 38.0 44.1 50.6 57.6 65.0 72.9 81,2 89.9 60 33.6 39A 45,7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21,7 24,7 27,9 31.2 34.8 38,5 25 30 14:5 15.1 17.0 17,7 19,7 20.6 22,6 23,6 25.8 26.9 29.1 30.3 32,6 34,0 363 37,9 40,3 42,0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40,2 44.5 50 19,7 22,9 26.3 29.9 33.7 37,8 42.146.7 Enclosed 60 16.8 17A 20.5 23.7 27.2 31,0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21,7 24.7 27.9 31.2 34.8 38,5 Loads) 25 14.5 17.0 19.7 22,6 25.8 29.1 32,6 36.3 40.3 30 151 17.7 20,6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 5 0 160 1 8 188 1 j 21,8 22.9 25.1 263 28,5 32.2 33,7 36.1 37,8 40.2 42.1 44.5 46.7 1 1 60 17.4 20.5 23.7 27,2 31,0 35.0 39.2 43.7 48.4 ALC 15001 A FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix C Des' Wind Pressures fbr Soffits in Ex sure 0 Building Type Zone Zone Mean Roof Height (ft) Sal Sjo Wind Speed mph 130 140 160 160 170 180 190 i 200 20 25 27,0 30.5 31.6 35A 36,7 40,6 42.1 46.2 47,9 52,2 54.1 58,5 60.6 65,2 67.6 72,2 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77,5 4 40 29 4 34,5 40.0---- 45.9 52.2 58.9 66.1 73.6 81,6 50 30,6 35,9 41.6 47,8 54,3 61.3 68,8 76,6 84,9 Enclosed 60 31.5 37.0 4219 493 56,1 63.3 70.9 79.0 87,6 Negative Loads) 20 321 37.7 43.7 50,1 57,0 64.4 72,2 80.4 89,1 25 33,3 391 45.3 52,0 59.2 66.8 74.9 83,4 92.4 30 34,5 40A 46.9 53.8 613 69.2 77,5 86A 95,7 5 40 36.2 42,5 49.3 56.6 64,4 J2.7 81.5 90.9 100.7 50 37,7 44,3 51A 58,9 67.1 753 84,9 94.6 104,8 60 38,9 453 53,0 60.8 69.2 78,1 87,6 97.6 108,1 20 16,7 19.5 22.7 26,0 29.6 33A 37.5 41.7 46.3 25 173 203 23,5 270 30.7 34.7 38.9 43.3 48.0 30 17,9 21,0 243 27,9 31,8 35.9 40.2 44.8 493 4 40 18,8 221 25.6 29A 33.4 37.8 42.3 47,2 52.2 Enclosed 50 60 19,6 20,2 23, 0 233 26.7 27,5 30-6 31.6 34,_8_ 35,9 393 40.5 441 45,4 491 50.6 54,4 5611 Positive Loads) 20 163 19,5 2217 26,0 29.6 33.4 37.5 41.7 463 25 17,3 203 23,5 27.0 303 34,7 38,9 433 48,0 30 17,9 21,0 243 27,9 31,8 35,9 40,2 44.8 49.7 5 40 18,8 221 25,6 29A 33A 37,8 423 47,2 52,2 50 19.6 23,0 263 30.6 34,8 393 441 49.1 54A 60 20.2 23,7 27,5 31,6 35,9 40,5 45A 50.6 561 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 3/8" F-Channel J- 3/8" 318" J-Channel 3/4" --- ISOMETRI( VIEW 3/8" PROFILE W3O-IE NIC V __-- -!- 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.4 FI-12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Fascia r. TECHNICAL SERVICES. LLCI 3/4" 7/8" 1I8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. Li of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" Q4 Soffit J8- BLANK 3 / 8 PROFILE LE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 3 1/8" 5/16" W ALC15001.4 3 1/8" 3 1/8" 112' 1/2- 13.75" BLANK 3/8" PROFILE 1/2" 1/2" 1121, 1/81, 3/8" U E; I ac Ir-1i 3 a END OF REPORT FL12194-R7 ALUMINUM COILS, INC Soffits Appendix D Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. v TRINITY EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH43659 EXTERIOR RESEARCH && DESIGN, LLC. Certificate ofx,wm*ow#9m3 953[HK|ST|ANSTREET, UNIT #1] OXFORD, { TO647 203) 262-9245 Evaluation Report 03794002.12-n8 pL10674- R13 Date ofIssuance: V2/V6/2V12 Revioion8: 10y09/ 2017 Scops: This Evaluation Report is issued under mule 61820'3 and the applicable rules and regulations governing the use of construction materials in the State ofFlorida. The documentation submitted has been reviewed by Robert Nieminen' P.E. for use of the product under the Florida Building Code and Florida Building [ode, Residential Volume. The products described herein have been evaluated for compliance with the6w Edition (2017) Florida Building Cede sections noted herein. Dsscnpnom: Owens Corning Asphalt Roof Shingles Lxesums: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/m905.2.6.1. Comnwuso CoxxpumvcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation chan0es, or provisions of the [ode that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity|EKD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AovennsEmcmr: The Evaluation Report number preceded bythe words "Trinity IEKD Eva|uated^ may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, INSPECTION: Upon request, acopy nfthis entire Evaluation Report shall beprovided tothe user bythe 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 8, Prepared by: Robert J.K8.miemineu P.E. The facsimile seal appearing was authorized by Robert wiermmen,,F,""mw,nm,This does not serve °^"" electronically signed document. CERTIFICATION mINDEPENDENCE: I Trinity |exndoes not have, nor does it intend to acquire wwill it acquire, o mmrcw interest in any company manufacturing m distributing products it evaluates. z. Trinity |sno/snot owned, operated o,controlled byany company manufacturing u.distributing products uevaluates. 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. s. This .sa building code evaluation. Neither Trinity |cnonor Robert wi,mmcn' pz. are, many way, the Designer n,Record for any project v^which this Evaluation xcpu,t n'previous versions thereof, /s/ wa^u=u for permitting v,design guidance unless retained ERD ROOFING S,srsxxsEVALUATION: 1. 6copc: Product Category: Roofing Sub -Category Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, asproduced byOwens Corning, have demonstrated compliance with the following sections of the 61^ Edition (2017) 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 Propert! Standard Year 507. 2 5,n9052* Physical Properties AsrMn34oz uozo 50/. 2z1.x905.2.*.1 Wind Resistance xSrMo»zaz znzs 50727. 1.n905.2a/ Wind Resistance xsrMorzso zozz RspsnEmcss' gniity Examination Reference Date uLuc( ccmyszs) Physicals & Wind Resistance File n/4ss'Vol. x 02/15/2007 uLuc( ccny*zo) pxvycv|s & Wind Resistance 20120516-n2453 05/16/2012 uLuc( rsryazu) Physical Properties oacAznzau 04/18/2006 uL Luc(Tsrsszo) Wind Resistance 11cA34308 02/18/2012 uL Luc<7sT9azu> Physicals & Wind Resistance 4786093137 02/01/2014 uLuc( rsryozo) Wind Resistance 4/86126532 02/10/2014 uLuc( rsrysza) Physical Properties Classification letter 02/13/2014 uLuc( rsryszn) Physical Properties Classification letter 10/02/2015 Miami- Dade(cenzsy2) FacnvxzCompliance va'mu`moA, Various oL Luc (QVxy*zs) Quality Control Service Confirmation exv.ns/zs/zuzu 4. PRODUCT DESCRIPTION: 4. 1 Asphalt Shingles: 4. 1.1 Classic ^and Supreme ~are fiberglass reinforced, 3^abasphalt roof Shingles. 4.12 Berkshire are fiberglass reinforced, 4+ahasphalt roof shingles. 4.1.3 Devonshire" are fiberglass reinforced, 5-tabasphalt roof shingles. 4J4 Duration~' TrvDe0nition~ Duration~' Duration~ Premium Cool, TruDefinition^ Duration~ Designer Color Collection, TruDefioitioo^Oakridge~. Oakridge' and vVeatherGuard~ HP are fiberglass reinforced' laminated asphalt roof shingles. 4. 2 Hip & Ridge Shingles: 4.2.1 Berkshire^ Hip Q Ridge Shingles, High Ridge, VVea herGward~ HP Hip & Ridge Shingles, PmEdOe Hip & Ridge Shingles and DuraRidge" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LwITATIONS: 5] This is a building code evaluation. Nebhe/ThnhyJ[KD no' Robert Niemioeo' P.E, are, in anyway the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/waswsed for permitting urdesign guidance unless retained speciMmUyhorthmpunpuse. 5.2 This Evaluation Report isnot for use inr8[HVHZjurisdictions, 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product. Exterior Research and Design, uc Evaluation Report o37y*o.0z.z2-xu Certificate *^"w"^za*°*95m a"EDITION (m1Dpmcwow* vxzEVALUATION pu0674m3 Owens Corning Asphalt Roof Shingles Revision x' z0/09/201/ Page zmo n RINm o ~,`~~ o [ 5.4 Wind Classification. 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and H905.2,6.1,oASTrN D3161, Class F and/orASTK8 D7158' Class H' indicating the shingles are acceptable for use in all wind zones vp ,o V^m = I50 mph (V"I, = 194 mph). Refer to Section h for installation requirements tumeet this wind rating. 5. 4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FRCTab|es 1507.2.7.1 and R905.2.6.1 to&5TKx D3161,C|ass F' indicating the shingles are acceptable for use in all wind zones uptuV,,« = 150 mph (V,, = 194mph). Refer to Section 6fur installation requirements to meet this wind rating. 5. 4.3 Classification byASTK8 D7/58 applies toexposure category o,C' as defined in FgC 1609.4.3' and a mean roof height of6Vfeet or less, Calculations by qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5.4.4 Refer toOwens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6. 1 Underlayment: 6.1.1 Under|ayment shall he acceptable no Owens Corning and shall hold current Florida Statewide Product Approval, orbeLocally Approved per Rule 61G2V'3'per FBCl5O7.2.3,1507.2,4orRgVS.2.3. 6,2 Asphalt Shingles: 621 Installation ofasphalt shingles shall comply with the Owens Corning current published instructions, using minimum k`vr (4) nails per shingle in accordance with FBC 1507.2.7 o, R905.2.6' with the following exceptions: Berkshire ^shingles require minimum five ( 5) nails per shingle. VVeatherGuard~nPshingles require minimum six ( 6) nails per shingle. Devonshire'" shingles require minimum six<6> nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five (6) nails per strip. Refer toOwens Corning published information on wind resistance and installation limitations. 6Z2 Fasteners shall he in accordance with the manufacturer's published requirennencs, but not less than FBC 1S07.2.6orR805.2.S. Staples are not permitted. 6.3,* Where the roof dope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 5.25 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Felt underlayrnent Deck undedayrnent Drip edge edge Nails located Install first shingle WOW 6" removed Starter Strip shingle overhangs eaves and rakes Y' Exterior Research and Design, uc Evaluation Report ooy4u 2.x2-nu Certificate *x"m"^wwn"95m a~ EDITION (zmo)FEzmum*xxzEVALUATION aznon^xa Owens Corning Asphalt Roof Shingles Reviswnu: z0/o91mz/ Page smx 6.2.6 Minimum Nailing —Classic® & Supreme: Normal Mansard or Area pars Wind Areas High wind desvenes y Area, pare vientos normales Areas viontos ruertos iat t. ,,; z g 2 1 W Exposure Exposicida 6.2.7 Minimum Nailing — BerkshireO: Standard Fastening Pattern Exterior Research and Design, U.C. Certificate of Authorization Il9S03 TRINITY ERD Normal Mansard or Ana papa Wind Areas High wind Area pan vfentas normelss Areas viorhdvasys a 8 5/8" Exposure Exposiai6n t t r Sealant strip La thi do seliadar 6- Nail Fastening Pattern Soslam strllr La lira do sotlador at- ---- i a -----i a a a e 8' t' aYf aW, aW, V. r r - r 2 Asphaft roofing cement Comanto do techode astaRo Mansard or Steep Slope Fastening Pattern Evaluation Report 037940.02.12-R8 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing —Devonshire'": 8" t I kt" I 1" pava" 5518" exposure Sealant location Exposicidn de 5 5/8 pufg Ubicacibn del sellador Standard 6-Nail Fastening Pattern TRINITY ERD Nails Ten t" Spots of Asphalt Roof Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinitionO Duration, Duration' Premium Cool & TruDefinition' Duration Designer Color Collection: 4-Nall Fastening Pattern am Typ" Standard Fastening Pattern all Fastening Pattern r SuraNalxu rawmrg area wf m-..^._ eaq Tqp" Li L El F M Fastening for Slopes Greater Than 2t A2 6uHNa1"F Mbolrtp awnem runt Trw t Ppw i" aMara M R"$"an RWkRrty c"men! Mansard or Steep Slope Fastening Pattern 6-Nail Fastening Pattern Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-HVH2 EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 5 of 8 TRINITY ERa 6.2.1 Minimum Nailing-TruDefinition*OakridgeO,Oakridge®: 4 Nail Pattern Esquema can 4 davos I<-- rc ---•4 f<— 12 —*I 5 SfQ" Exposure Nails 5 6(8" Exposure Exposloan de 6 ve puiq Cloves Expasiddn de 6 6/9 ping. Standard Fastening Pattern 6 Nail Pattern Esquema con 6 clavos Nalls 5 5l8 Exposu Cloves 5 5191 Expo. I Expmiddn de 6 618 putq. Exposiddn de 6 6/6 putg.. u — 11111j 1—f-1—.1"'.6,."—n 6.2.1 Minimum Nailing — WeatherGuard® HP: 6-Nail Fastening Pattern lkb view dt fliardn ll ttMt IhN tits Cim we lri r i Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-HVH2 EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 6 of 8 TRINITY u m m o ~^^^= WF 6.3 Hip & Ridge Shingles: 63l installation of Berkshire* n*` and Ridge Shingles, High Ridge, HP Hip and Ridge Shingles and ProEdge Hip& Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DumRidQe'" Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use ofhand-sealing for wind warranties. 632 Fasteners shall be in accordance with the manufacturer's published reqviremenrs, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted. 6. 3.9 Minimum Nailing —Berkshi,e°*ip&Ridge and High Ridge: pou Wo 6. 3.4 Minimum Nailing —VVeatherGuardwMPHip and Ridge: Exterior Research and Design, uc Evaluation Report o3,*m.0o./2-xo Certificate *x"*^ riz"*".95o o=EDITION (uur)rucwow*v*zEVALUATION FL106/4xu Owens Corning Asphalt Roof Shingles Revision u:m/0o/2mr Page /mn 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction steuntstro Fasten 71h' ROO can*" TRINITY ERD Standard Fastening Pattern 2. 12. Paso rs 6.3.6 Minimum Nailing —OumRid8er' Hip& Ridge Shingles: Note: The drawings below pertain »uminimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. 7. Lxacums: 7. 1 Labeling d`aU be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FgC 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 QAentity for information on which plants produce products covered by Florida Ku|e9N'5 QA requirements. 10' QUALITY ASSURANCE ENTITY: END OFEVALUATION REPORT ' Exterior Research and Design, uc Evaluation Report o3r94ou2.o-Ru Certificate ofx"*o*= w**am o~EDITION (znn)mcmnw*vxzEVALUATION pu06/4-m3 Owens Corning Asphalt Roof Shingles nmmo 8:10/09/2017 Page 8mo TRINITY ERD EVALUATION REPORT FTSynthetics, Inc. 12l7986~ Avenue Surrey, 8[V3VV3M8 Canada EXTERIOR RESEARCH &DESIGN, LLC. Certificate ofAuthorization *mo 353[nK| ST|ANSTREET, UNIT #l3 OXFORD, CT 06478 203)262'9245 Evaluation Report 16670. 10.17 FL23Q90 Date of Issuance: 10/20/2017 Bcops: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State ofFlorida. The documentation submitted has been reviewed by Robert Nieminen. P.E for use of the product under the Florida Building [ode and Florida Building Code, Residential Volume. The products described herein have evaluated for compliance with the 5* Edition (2014)&61h Edition (2027) Florida Building Code sections noted herein. Dcscnpnom: PLATINUM HT - SA Lxocuws: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CnwnmuEoCowpuxmcs:ThisEva| uadnnReportisva| idund|suchdmeasthenamedproduoL(dchan8es'the/efenenced Quality Assurance documentation changes, or provisions of the [ode that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Niominen' P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity |ERD Evaluated" maybe displayed in advertising literature. |fany portion ofthe Evaluation Report isdisplayed, then it shall bedone inits entirety. msp*cnom:Uponequest'acopyofthisentineEva|uationReportshaUbeprovidedtotheuserbythemanufactureror 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 4. Prepared by: Robert lx&wiemnen'E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized bV Robert w~nnn~,,,""m12v12vvThis does not serve ,,"" electronically signed document. CERTIFICATION orINDEPENDENCE: zTrinity | snodoes not have, nor does it m» e^u macquire n,will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. zTrinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. l 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. s, This ^a building code evaluation. Neither Trinity |snmnor Robert w/cmine"' P.E. are, inany way, the Designer ofRecord for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained TRINITY ERD KmonmG COMPONENT EVALUATION: l. Scups: Product Category: Roofing Sub -Category: Undedayment Compliance Statement: PLATINUM MT -SA as produced hyFTSynthetics, Inc., have demonstrated compliance with the following sections of the 5m Edition (2014) & 51h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to ,he Installation Requirements and Limitations/ Conditions ofUse set forth herein. 2. STANDARDS: Section Propert Standard Year 5 ] Edibocd2014l: 1507Z4, pnrucr| pn`pcmc, xSTw o1970(nxvmp*|s) zoos 1507Z8( 3)'1507z9.2'150/.4.5A' 1e07. 1s.2(3),1507s.3.1507su.2(3), 15073. 3,1507zI2(3) 1507. 1.1,Tame Physical Properties Asrmozsrn(vxymm|s) zozs 1507. 1A.1507.2.e.2 B' RcpsnuwCcs: Kniqy Examination Reference Date cno( Tsrau*g) Physical Properties sVrc-Sc12e40.02.17 02/27/2017 snu( Tsrsn4y) Adhesion Frssc16360.17 zu/zu/zuo oL, Luc.(oVxg6zs) Quality Control Service Confirmation sxp,09Y20/2020 L PRODUCT DESCRIPTION: 4. 1 PLATINUM MT -SA is a self -adhering, rubberized -asphalt, polyolefnfilm-svrbced roof under|avment available in 36-inch wide x 67'ft long rolls; meets physical requirements ofASTM D1970'15 (See Section 5' g). urwnxnoms: 5. 1 This is a building code evaluation. Neither Trinity|[KD nor Robert Nieminen' P.E. are, in any way, ,he Designer of Record for any project on which this Evaluation Report, orprevious versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report isnot for use inF8Cnv*Zjurisdictions. 53 Fire Classification is not part ofthis report; refer to current Approved Roofing Materials Directory for 0e ratings ofthis product. 5.4 PLATINUM HT - SA may he used with any prepared roof cover where the product is specifically referenced within FB[appmva| documents. if not listed, a request may be made tothe Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Exterior Research and Design, uc Evaluation Report 1667010.17 Certificate *Authorizow~#9503 5" EDITION ( u014)m6" EDITION (un7)mcwON'HVHZEVALUATION "L23090 nSynthetics PLATINUM xrm*(604)ew' 34o Date mIssuance: uym/mzr Page zvf^ TRINITY ERD 5.5 Allowable Substrates: New orexisting plywood; ASTMD41primed new o,existing plywood. A5TN1DZ25felt attached per minimum codified requirements, 53 Exposure Limitations: PLATINUM HT -SA shall not be left exposed for longer than 30-days after installation. 5,3 This evaluation report does not purport ^oaddress the slip resistance ofPLATINUM MT -SA. Agreement between purchaser and seller, as set forth in Section 5.3, Note 1 ofASTM D1970-08 orSection 4.3^ Note 1 of ASTK8 o1970'15' should be established as to dip resistance of PLATINUM HT -SA relative to asphalt - saturated felt shingle underlayment, 6. INSTALLATION: 6.1 PLATINUM HT - SA shall be installed in accordance with FT Synthetics, Inc. published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 62 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly no remove any dust and debris prior toapplication. Prime the substrate (if applicable) with A5TNvD4lprimer. 6i3.1 Shall beinstalled iocompliance with the requirements for A5TM D1970underlaymentin5 n Edition(2V14) FBC 1507 or 6 th Edition ( 2017) FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 For cold weather applications below 40*F (4.4'C), FT Synthetics requires ASTM D41 primer be used and the laps blind nailed. Blind nail with 9/8^head roofing nails ofI^orlonger inthe 3^over lap area. 633 FT Synthetics recommends PLATINUM HT -SA for roof slope applications 2:12 and above. For steep slope applications (6:12 or greater) or when installing at temperatures greater than 100'F (38'C), FT Synthetics recommends blind nailing the overlap area as instructed above for cold weather applications, 0.3.4 Always work from the low point to the high point of the roof. Apply PLATINUM HT -SA in valleys before the membrane |sapplied nnthe eaves, 63] PLATINUM HT -SA shall be: Optionl: Laid out horizontally ( parallel) to the eave with the printed side up, using 3" side laps, configured toshed water, and 5^end laps. End laps shall hestaggered not less than 2-ftfrom end laps inthe course below. or OptionI: Installed vertically, For vertical installation anchor with 3/ 8^head roofing nails along the upper -most edge ]^ down with 6equally spaced nails across the 3b^width. Ensure roofing nails are perpendicular tnthe roof deck suthat the head lays flat and seals well tothe top surface, using }^ side laps and 6^end laps, configured toshed water, 6.3.6 Cut PLATINUM HT -SA to manageable lengths and position parallel to the edge of the roof. Peel back one side of the split -release sheet approximately 4" then apply as positioned to the roof deck. Continue peeling back one side ofthe split -release sheet. Press down on PLATINUM HT -SA with asmall rubber roller ,o increase adhesion tothe roof deck. Peel back the remaining half ofthe split -release liner and press down on the PLATINUM HT -SA to adhere to the roof deck, again using a roller to improve adhesion. 6,17 PLATINUM HT - SA shall be applied over the metal drip edge at eaves, Do not fold PLATINUM HT -SA over rakes unless the edge is subsequently covered over by a drip edge or other approved flashing material. FT Synthetics recommends PLATINUM HT - SA extend from the eaveupthe roof toapoint 24^inside the exterior wall. 6l8 For Valleys and Ridges: Cut PLATINUM MT -SA into manageable lengths and align over the center of the valley, hip or ridge, Remove split -release d`ms. Press the middle of the membrane Mnz before working toward the edges. For open valleys, cover roofing uoder|aymeocwith metal valley liner, Exterior Research and Design, uc Evaluation Report 16o/onuzr Certificate * Authorization * 95m srEDITION (zuz )&6^smnnw(2014Focmmv'xvxzcvAmxnom Fu309 prSynthetics PLATINUM *r'sx;(mw)soo' a«/y Date mIssuance: zu/uo/mz/ Page 3m« TRINI-ry ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Drummondville, QC, Canada QUALITY ASSURANCE ENTITY: UL, LLC— QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania2ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 16670.10.17 Certificate of Authorization #9503 5" EDITION (2014) & 6"' EDITION (2017) FEIC NON-HVHZ EVALUATION FL23090 FT Synthetics PLATINUM HT -SA; (604) 594-3439 Date of Issuance: 10/20/2017 Page 4 of 4 0 SPc=cIcs1ftj StrLjcftxcN E:nQr*mPrrx3 CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.1 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-ORV-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 7 Roofing Accessories that are an Integral Part of the Roof System MMI Off Ridge Vent Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 6IG15-23 No 31242 LU 0 44/ STATE OF t 0RtO C,> 1111ONM-e\\\\' CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10 -05'00' Phone: ( 561) 491-9927 Email: cbuck@cbuckinc.net Website: www,cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 SpL-alall*tj SipLm=f_rcqI Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent Product Category: Roofing FLAh FL1B567.1R1 w Date: 12/I5/17 Report Nu.:17-l95-K8W1|'ORV-ER5 Page 2of7 ceucK,Inc. Certificate o/Authorization *80a Product Sub -Category Roofing Accessories thatarean|ntegra|partoftheRouhngSystem Compliance Method: State Product Approval Rule 61G2U-].005(Z)(b) M M IOff Ridge Vent Description: Steel or aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. Product Assembly as Refer toPage 4ofthis report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope ofthis evaluation.) Description: 15/ 32 ( min.) orgreater plywood, orWood plank (min.specific gravity ofO.42) Slope: Performance: Wind Uplift Structural Resistance Design Uplift Pnessurr - 70 9SIF Allowable design pressure for allowable stress design (ASD)with omargin of safety Spea4--ld&W Stn)c=+xc5I FL#: FL18567.1R1 Date: 13/I5/17 Report No.:17'195-MM|ORV-GR6 Page 3 of 7 camCK,Inc. Certificate of Authorization #8o64 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product isnot addressed specifically inthe code. w AE7N0 E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain N/o/b by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6thEdition ( 2017),Section 17O8.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related tothe scope section to Florida Product Approval Ru|eG162O-].0U1. Limitations and *Scope of " Limitations and Conditions of Use" for this evaluation: Conditions nfUse: This evaluation report for "Optional Statewide Approva|" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Ru|e61G2O-3DO6. Per Rule 61S20-I0O4'the Florida Building Commission isthe authority toapprove products under " Optional Statewide Approva[ a Or)tion for aDDlication outside "Limitations and Conditions of Use" Rule 6lG2U-3.0U5(I)( 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. Refer toapplicable building code section for ventilation requirements. Design ofsupport system isoutside the scope ofthis report. Fire Classification is outside the scope of Rule 6IG20- 3, and is therefore not included inthis evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &BrowuodCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G2O'l00S(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (F8[Organization #: QUA1824). Attachment Ridge Vent: K1MIOff Ridge Vent Date: 12/15/17 CBUCK Engineering Report No.: ER6 Page 4 of 7 Components/Materials Steel by Manufacturer): Thickness 260auKe (min.) Yield Strength: 48ksimin. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTIVI A792AZ80,m Galvanized Steel per ASTMA653G-90,or Pre -painted Steel per ASTK4A755or Per F8[Section 1S07.4.3 Material Type 2: Aluminum Thickness 0.025"(minj Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with F8[Section 1507.4.3: Nominal Dimensions: Width: 24~ Height: 4-1/2" Lengths: 2',4'' 6^, 8' and KY Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size: 1Igauge (« length tomeet min. penetration through deck) Penetration Through: 3/l6"min. through wood deck Edge Distance: 1'1/2"min, from edge ofdeck Corrosion Resistance: Per FBCSection 1S06.S Standard: Per ASTIVIF1G67 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Hex -Head Wood Screw Size: 1O(^length tomeet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-I/ 2,min. from edge of deck Corrosion Resistance: Per F8[ Section 15U6.6and 15U7.4.4 Standard: Per ANS|/A5IVIEB1O.6. 4 Installation: Structural Installation Method: E4x-c1cNfLj S1InL)c:ti-xc!W FL#: FL19G67.lN1 Date: 12/I5/17 Report No.:I7-l95-N|K4A]RV'ER6 Page 5 of 7 comK,Inc. Certificate 9/Authorization #8o64 Refer k/drawings onPages 6-7ofthis reportj Position vent flange beneath loosened shingles and align with deck opening. Attach vent perimeter flanges to deck with nails or screws spaced 8" p.c. maximum and 4-1/2"from each end. Minimum fastener penetration thru bottom of support, 3/16^. Refer to manufaciure/s installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTME3]0-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc(F8[Organization #TSTID: IS27) Keport#: F3I67.01- 450~44' Report Date: 12/15/I5 l Quality Assurance ByKeystone Certifications, Inc. ( QUA ID: I824) Millennium Metals Licensee A423 l Certification ofIndependence ByJames L.Buckner, P. E. @CBUCKEngineering FB[Organization #ANE19l6) Installation Method Millennium Metals, Inc. MMU Steel or Aluminum Off Ridge Vent Attached to Wood Deck SPL-Clcarw Structural E=nQr*AerrQ Jso of •i• 2 in. 4 11 in. 3" Profile Drawings 12ff N Side View (Not To Scale) NM Off Rdge Vent Steel or Auninum) FL #: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 6 of 7 CBUCK, Inc, Certificate of Authorization #8064 Typical Cross Section View (Not To Scale) 31 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck FL #: FL 19567.1 R1 Date: 12/15/17 CBUCK Engineering Report No.: 17-195-MMI-ORV-ER6 Page 7 of 7 Lj struaftxcm E:nQv1G3t-r"Q CBUCK, Inc. Certificate of Authorization #8064 4 1/2'- 9'o.c. Toc:al, Ma)dffm Ty0cal Fastener(s) 411211GaugeFongShankPodngNailBaseFlangeOR 10 Mn. V\bod Screvn s Top Plan View (Not To Scale) Typical Fastening Pattern) Z *3 z - ME 4 R. 6 Ft. 8 R. -lop, 10 R. 24' Typical Ridge Vent Assembly Isometric View (Not To Scale) DocuSign Envelope ID: 947804CE-AC5C-42A6-8F2E-AAE7CFFFD253 Jax Apex Technology, Inc. 4745 Sutton Park Court, Suite 402 Jacksonville, Fl, 32224 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM201501 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Rule 61G-20. Page I of 15 Simpson Strong -Tie oo,vSignEnvelope ID: o4rao4Cs^ACoC-4zuo*p2sfAE7Cprrozoa 2. PRODUCT NAMES Truss to Wall Connectors MT8yW16. MTSM20.HTSK816.HTSM20.HM9.HSAM10 Embedded Truss Anchors META13. META18.W1ETA18.META20.META2 .META24.K8ETA40.HETA12. HETA16. HETA20.HETA24.HETA40.HETAL12.HETAL16.HETAL20. HHETA16. HHETA20.HHETA24.HHETA40.LTA2.DETAL20 Wood to Masonry Straps K8STAM24. K88TAKA30.K8STCK840.K8STCK860 Girder Tiedowns LGT2. LGT3.LGT4.MGT.VGT.VGTL.VGTR.FGTR.FGTRHL.FGTRHR 3LSCOPE 0FEVALUATION Load Evaluation aeaStructural Component using the requirements ofthe 5mf5fition 2DY4VFlorida Building Code, Building. 4L0ESCRIPTION: 4.1 8NTSNY16and & 8TSM20Twist Straps for Wood to Masonry. The K8TSyW18and MTSM2Oare used toanchor wood trusses, rafters, orbeams tomasonry orconcrete walls. The KATSK8fastens hzthe wood member with 1Odcommon nr1Od" 11/2^ nai|a, and fastens to the wall with either1/4^2l/4^ Titan Masonry Screws for a masonry wall, or 1'/4^TitenMasonry Screws for aconcrete wall. These connectors are manufactured from 18gauge steel meeting ASTN1A653S8Grade 33 The galvanized coating complies with the G9Orequirements ofASTK4AO53. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4'2 HTSM816 and HTSM82$Tvvist Straps for Wood hnMasonry. The HTSK818and HTSK420 are used to anchor wood trusoes, na#ana, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 1 Od common or 1 Od x 1 Y2" nails, and fastens 0mthe wall with either 1/4«2%^TitenMasonry Screws for amasonry wall, or%x1%" TibanMasonry Screws for aconcrete wall. These connectors are manufactured from 14 gauge steel meeting ASTMAG53SSGrade 4U The galvanized coating complies with the G0Orequirements ofASTK8AG53 Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masunry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or joists to masonry Vrconcrete walls. The HM9fastens tothe wood member with Simpson 1/4«1>&^ SDS screws (provided with the part), and fastens bzthe wall with either|4^2Y4^ Titan Masonry Screws for amasonry wall (provided with the part).orY4^1%'' TibanMasonry Sonavva for concrete wall (sold separately). The HK88 is manufactured from 18 gauge steel meeting AGTW4&O53SGGrade 33 The galvanized coating complies with the G9O requirements ofASTK8AS53 Hurricane tie fastener schedule, dimensions and allowable loads are shown inTable 1,See Figure 2for additional details ofthe HW1g 4.4 HGANY10 Hurricane Gusset Angle. The HGAKA1Oioused toanchor wood trusses, naftera, joiots, orbeams Lo masonry orconcrete walls. The HGA&110 fastens to the wood member with Simpson |4>(1>6''SDSacpavve The HGAKA10fastens toamasonry wall with 1/4«2%" Titen Masonry Screws and to concrete wall with 1/4«13/4^ Titan Masonry Screws. The HGA&11Uiosold aoakit (HGAKU1OKTA) that includes 1Oconnectors with Page 2v[|5 Simpson Strong -Tie DocuSign Envelope ID: 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 the required SDSscrews and 2%^Tltmn Masonry Screws. 1Vll0sn Masonry Screws are sold separately. The HGAM1Oismanufactured from 14gauge steel meeting A8TMAU53 SSGrade 33. The galvanized coating complies with the GSOrequirements ofASTyN A653. Angle fastener schedule, dimensions and allowable loads are shown inTable 1 Sae Figure 3 for additional details ufthe HGAK810. 4.5 META, HETA,HETAL'and HHElA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete vveU Embedded truss anchors fasten to a single -ply wood truss with 1 Od x 11/2 nails or to a multiple -ply truss with 10dcommon nails, They are embedded inthe masonry or concrete wall toadepth indicated onthe side ofthe anchor ( 4^for META, HETA.and HETAL.and 5`/,o^for HETAL) The strap portion ofthe anchor ia1>6^wide. The anchors are manufactured from steel meeting ASTIVI A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTK8AG53SSGrade 33. Steel thickness isasspecified inTable 2 The galvanized coating complies with the 8SOrequirements ofA8TK8&853. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3for double installations. See Figures 4and 8for additional details ofsingle and double embedded truss anchors, 4.6 LTA2 Lateral Truss Anchor. The LTA2 is used to anchor wood trusses, rafters, or beams tomasonry orconcrete walls, The LTA2fastens b>the wood member with 1Ud«1l6^cornmonnai|oandhas|egsvvhichureennbeddedintothewe||syab*m. The LTA2ismanufactured from 18gauge steel meeting ASTK8A853SSGrade 4U. The galvanized coating complies with the G9Orequirements ofASTyWA053 Lateral truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5for additional details ofthe LTA2, 4'7 DETAL20Dmmb|e Embedded Truss Anchor. The DETALiaahigh capacity connector used to anchor single -ply wood trusses or rafters to masonry or concrete walls. The DETALfastens kzthe wood members with 1Od«1D''nails. They are embedded in the masonry orconcrete wall toadepth of41/2inches. The strap portion of the anchor is 1'/''wide. The strap anchors are manufactured from steel meeting ASTyWAS53SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTIVI A653 SSGrade 33. The strap anchors are 1Sga. steel and the seat io18ga.steel. The galvanized coating complies with the G9Orequirements ofASTMA653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure for additional details of the DETAL 4.0 NNSTA8N,and MHSTCKMWood toMasonry Strap Tim' The K8STA&4and K8STCPN Strap Tie models are used to provide a tension connection between wood members and mmasonry orconcrete structure. The K8STAKAStraps are 1|4^wide for use on11/2''and thicker members. They are installed with 10d common nails tothe wood and either 4«2|4^TihenMasonry Screws tomasonry, or1/4^1%''TihanMasonry Screws boconcrete. The MSTCM Strap is 3" wide for use on doubled 2-by or single 4- by and larger members. They are installed with 18d sinker nails tothe wood and either %^2%^ Titan Masonry Screws tumasonry, or1/4^1%''TitenMasonry Screws toconcrete. The K8STCK8Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness asspecified inTable 4, The galvanized coating complies with the G9O requirements ofASTK8A853. Masonry strap fastener schedule, dimensions and allowable loads are shown inTable 4. See Figure 7for additional details ofwood tu masonry strops. Page ]o[\5 oucvSignEnvelope |o y4rBn4Ce-ACmC-4om6-uFnE-AAE/cFppounn 4. 9 FGTR,FGTRHL,and FGTRNIR Face Mount Girder Tie Down. The FGTR is a non - pitch specific girder tie down that can be used in new construction or retrofit applications hotie down agirder truss orbeam Uoaconcrete ormasonry wall. The FGTRcan ba installed in a single application or can be doubled to achieve a higher uplift capacity.The FGTR fastens to the truss with Simpson Strong -Tie SDSY4"x3" wood screws, and fastens to the masonry or concrete vva|| with Simpson Strong -Tie 1/2" diameter Titan HD faeh*nens, which are supplied with the connector. The FGTRHLand FGTRHRare designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A-1 0 11 Grade 33 steel and the p|abae are made from 3 gauge ASTK8 A- 1011 Grade 33 abae|. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown inTable 5See Figure 8 for additional details of face mount girder tie down connectors. 4'10 LGT2 Light GimdmrTiedovvm. The LGT2isused buanchor otwo-ply wood truss ur beam (3^wide) toawood, concrete ormasonry wall. The LGT2fastens tothe wood truss orbeam with 16-18d sinker nails. |tattaches towood studs beneath with 14'16d sinker nails, bzamasonry wall beneath with 7-Y4^21/4^TitenMasonry Screws, ortoaconcrete wall beneath with 7-Y4»11/4^TihanMasonry Screws. The LGT2ismanufactured from 14 gauge steel meeting ASTyWA-G53SSGrade 40 The galvanized coating complies with the G9Urequirements ufASTK8A853. Allowable loads and fastener schedule are shown in Table 8, See Figure Q for additional details. 4'11 LGT3-S0S2'5 Truss/ Girder Tiedovvm:The LGT3-SDS2,5 is used to anchor a three- ply wood truss or beam (maximum 5" wide) to a wood, concrete or masonry wall, The LGT3-SDS2.5 fastens to the wood truss or beam with Simpson Strong -Tie SDS screws, tattaches towood studs with 16d sinker nails urboa masonry urconcrete wall with four 3/8x5TitenHDScrews. The LGT3-SDG2.5hedownismanufactured from 12gage ASTKAA8S3Grade 40steel. The galvanized coating complies with the G90requirements ufASTK8A853. Allowable loads and fastener schedule are shown inTable G See Figure 10for additional details. 4.12 LGT4-SDS3Truss/Girder Tiedovvm: The LGT4-SUS3girder hadovvnisused bz anchor efour-ply wood truss orbeam ( maximum S1/2^wide) homwood, concrete or masonry wall, The LGT4-SOS3fastens hothe wood truss nrbeam with Simpson Strong - Tie SDS screws. \tattaches towood studs with 10d sinker nails. The LGT4' SDS3 dedowniamanufactured from No. 12gage (O.0QQinch) ASTyWA653Structural Quality Grade 4Osteel. The galvanized coating complies with the GS8requirements of/\ST&1 A653. Allowable loads and fastener schedule are shown inTable O See Figure 1Ofor additional details. 4.13 M8GTMedium Girder Tiedmvvm' The K8GTiaused hoanchor amultiple- ply wood truss nrbeam (3^minimum width) hzawood ormasonry wall. The MGTfastens b7the wood truss or beam with 22-1 Od common nails. A minimum of six nails must be into the face of the truss adjacent tuthe MGT. Aminimum cffour nails must beinto the top ofthe truss. The base ofthe K8GTattaches housingle Wdiameter anchor bolt orrod. For maaonryconshuchon.thia%''mnohornnustbedesignedbythebui|dingdesignerto provide atleast asmuch anchorage asiorequired ofthe MGT. For wood frame construction, this W anchor may be a length of all thread rod that is attached to an anchor fastened hnthe studs beneath the girder. This anchor must provide atleast as much anchorage asiarequired ofthe MGT. For example, aSimpson Strong -Tie HDU4 Ho|down attached to multiple studs below of at least Spruce - Pine -Fir lumber will provide anchorage equivalent tuthe anchorage ofthe W1GTtuthe truss. The stud towhich the anchor is attached must be anchored to the foundation in such a manner as to transfer this uplift hothe foundation, The K8GTiomanufactured from 12gauge steel meeting Page 4o[|5 Simpson Strong -Tie oocvsonEnvelope ID: ASTMA- S53SSGrade 40.coated with aGgOgalvanized finish, The washer inthe seat is %^ plate obae| that meets the provisions ofASTK8 A38 steel. Allowable loads and fastener schedule are shown in Table S. See Figure 11 for additional details, 4.14 VGT,VGTL, and WGTR Variable GirderTiedovvm' The VGTgirder beduwnis used tzanchor amulti-ply wood truss orbeam (minimum 3^wide) hoawood ormasonry wall. The WGTfastens tnthe wood truss orbeam with Simpson Strong -Tie SUSStrong- Drive Screws. It then fastens to a threaded rod oranchor bolt. The rod can be fastened to a connector mounted to framing below the girder or extend to and be anchored into the foundation. The anchor bolt can beanchored hzoconcrete ormasonry wall that is designed by the building designer to resist the high concentrated uplift load at that location. The VGTcan be installed singly orin pairs for higher uplift resistance. The crescent washer allows the VGTho be installed at an angle from 3:12 ho8:12 |fthe V8T isinstalled onamember sloped less than orgreater than that amount, the VGTmust be rotated oothat itinsloped between 3. 12and 8:12. The VGTRand VGTLhave one ofthe side flanges concealed oothey can beplaced at the end ofotruss orbeam, The VGTis manufactured from 7gage ABTK8A053SSGrade 33steel. The galvanized coating complies with the GSOrequirements ofASTyW/\ 653 Allowable loads and fastener schedule are shown in Table 6 See Figure 12 for additional details. 5. MATERIALS 5'1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated inthe previous section. 5'2 Wood. Wood members towhich these connectors are fastened shall besolid sawn lumber, glued -laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tab|es1 through 6 Unless otherwise noted, lumber shall be Southern Pine orDouglas Fir -Larch having minimum specific gravity ofO5O Where indicated by SPF. lumber shall be Spruce - Pine -Fir having a minimum specific gravity uf042 6.3 Nails and Bolts, Unless noted othenmse, nails shall be common nails, Nails shall comp y Id yb Common NaW- Shank Diameter (psi) Pennyweight Fyb ( SO Fasteners for galvanized connectors inpressure-preservative treated wood shall behot- dipped zinncoabadgahanizedmUae|vvkhooadngweightsinaucordancevvithA8TM Al 53. Fasteners for stainless steel connectors shall be stainless steel. 5~4 Concrete/ Masonry. Concrete and Masonry designspecificationsshallbethe stricter of the specifications bvthe engineer ufrecord, the Florida Building Code minimum standards, the following, or as noted in the report., Material Specification Minimum Compressive Strength Concrete, f, 2500 psi Mortar ASTM_g 1800 psi (or by proportions) Page 5*[|5 Simpson Strong- Fie ovouSinoEnvelope /o947ao4oe-Ao5c-42A6-8p2s~w\s7onrpo253 G. INSTALLATION Installation shall beinaccordance with this report and the most recent edition ofthe Simpson Strong -Tie Wood Construction Connectors catalog, The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signedand sealed calculations performed by Bryan Wert. PE., performed in accordance with the 51' Edition (2O14)Florida Building and Residential Building Codes, Product Test Number Test Lab HTSM 1841 Engineers, Inc. HlVla 02-3793 Product Testing, Inc. HM9 F1 Direction 02-3793 Product Testing, Inc. HGAM10 F1 Direction H046 Testing Engineers, Inc, HGAM10 F2 in to art H141 Testing Engineers, Inc, HGAM 10 F2 away from part META Uplift 2 parts 1 ply-, 2 ply CMU-1 2 ply conc. L018 L01 1, L020, P670 Product Testing, Inc. Product Testing, Inc, META F1 1 ply-, 2 ply N218,LO12 Testing Engineers, Inc,; Product Testing, Inc. HETA Uplift L013 Product Testing, Inc," HHETA Uplift K996 Product Testing, Inc. HHETA F2 Product Testing, Inc, HETAL Uplift L013 Product Testing, Inc HETALF1 D793 Testing Engineers, Inc. DETAL Uplift 0797 Testing Engineers, Inc. LTA2 Uplift DF Truss Perp P966 Testing Engineers-, Inc.. LTA2 F2 DF Truss Perp LTA2 Uplift Steel Truss Parall P968 Q018 Testing Engineers, Inc. Testing Engineers, -Inc-- LTA2 F2 DF Truss Parallel 0020 Testing Engineers, Inc. LTA2 Uplift SYP Truss Perp Q856 Testing Engineers, Inc. MSTAM24 Uplift L004 Product Testing, Inc, I MSTAM36 Uplift L004 Product Testing, Inc. Pa o6o[|5 oor"SionEnvelope ur M_ S_TCM60 Uplift N471 Testing Engineers, Inc, FGTRHL/ R Uplift K932 Product Testing, Inc. Lql?_ qp!ft_H4291 1839 Testing Engineers, Inc. LGT2 F1 F2 (both wood to wood) L922 Testing Engiieers, Inc. L9211L918 Testing Engineers, Inc. LGT3 F1 F2 (both wood to wood) L234 Testing Eng0eers, Inc. L233113, 0587 Testing Engineers, Inc. M_ GTUpIift-i_t_raps straight-, Uplift straps wrapped over 1_ 870 1134 Testing Engineers, Inc, VGT- 2 parts/2ply Uplift 3:12-1 8:12 N074; N075 Testing Engineers, Inc. VGT- 2 parts/3ply Uplift 312-1 8: 12 N142. N149 Testing Engineers, Inc. VGTL/ R-2 parts Uplift 3:12; 8-. M99a —M9-911— Testing Engineers, In . 8. F|NK2|NGS Upon review of the data submitted by Simpson Sbono-Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections inthe Florida Building Code. Bui|ding, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below, Maximum allowable loads shall not exceed the allowable loads listed in this report, 9. LIMITATIONS: 1, Maximum allowable loads shall not exceed the allowable loads listed inthis report. Allowable loads listed inthis report are based onallowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2 Capacity ofwood members ianot covered bythis report. Capacity ofwood members must bechecked bythe building designer. 3 Allowable loads for more than one direction for a single connection cannot be added together, Adesign load that can bedivided into components inthe directions given must be evaluated as fn||nwa Design Uplift/Allowable Uplift + Design Lateral Paro||*| to P|aba/4||ovvab|e Lateral Parallel to Plate + Design Lateral Perp to Plate/Allowable Lateral Pe,p. toPlate < 1 O 4 Asand alternate tuNote 3.the embedded truss anchors inTable 2and Table 3 can beevaluated using the following when subject holoads inmore than one dinaodon The design load ineach direction shall not exceed the published allowable load in that direction multiplied by 0.75. 10. CODE REFERENCES Florida Building Code, Building, 51h Edition Seodon1O4.11 Alternative materials, design, and methods ofconstruction and equipment Chapter 1711 1 Joist hangers and connectors Chapher21 Masonry Chophar22 Steel Chapter23 Wood Page 7of' {5 DocuSign Envelope ID 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 Florida Buildina Code, Residential. 51h Edition R 101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Allowable Uplift Loads Model Length Fasteners 160 No. Ga in.) CMU Concrete Truss/Rafter Titers Ttten DF/SP SPF MTSM16 16 16 7-10d 4-'/4x2'/4 4-'/4x1'/4 875 755 MTSM20 16 20 7-10d 4-'/4x2'/4 4-'/4x1'/4 875 755 HTSM16 14 16 8-10d 4-'/4x2'/4 4-1/4x1'/4 1175 1010 HTSM20 14 20 10-10d 4-'/4x2'/4 4-'/4x1'/4 1175 1010 HM92 18 4-SDS'/4X1Yz 5-Y4x2'/4 5-'/4x13/4 805 805 HGAM10ib 14 4-SDS'/4X1'/z 4-Y4x2'/4 4'/4x1'/4 850 610 Notes: 1 . Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 670 lbs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 Ibs (DFL/SYP) & 870 Ibs (SPF), and allowable F2 load shall be 1105 Ibs DFL/SYP) & 950 Ibs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 '/a" must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM twist straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Moisture barrier not shown Figure 1 Figure 2 Figure 3 Typical MTSMM/HTSM Application Typical HM9 Installation Typical HGAM10 Installation Page 8 of 15 Simpson Strong -fie DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No, Ga H Uplift (Southern Pine) Lateral Loads (SP) 1 Ply Truss 2 or 3 Ply Truss Ft Ittowa) F2 to wag) Fasteners Load Fasteners Load META12 18 8 7-10dx1'/2 1420 6-16d 1450 340 795 META16 12 8-10dx1'/z 1450 6-16d 1450 340 795 META18 META20 14 16 8-10dx1'/z 7-10dx1'/z 1450 1420 6-16d 5-16d 1450 1210 340 340 795 795 8-10dx1Yz 1450 6-16d 1450 340 795 META22 18 8-10dx1Yx 1450 6-16d 1450 340 795 META24 20 8-10dx1'/a 1450 6-16d 1450 340 795 META40 36 8-10dx1'/2 1450 6-16d 1450 340 795 HETA12 16 8 7-1Odx1'/2 1455 7-16d 1730 340 795 HETA16 12 9-10dx1'/x 1810 8-16d 1810 340 795 HETA20 16 8-10dx1Y2 9-10dx1'/z 1665 1810 7-16d 8-16d 1730 1810 340 340 795 795 HETA24 20 9-10dx1'/z 1810 8-16d 1810 340 795 HETA40 36 9-10dx1'/Z 1810 8-16d 1810 340 795 HHETA16 14 12 11-10dx1'/z 2235 9-16d 2235 340s 815 HHETA20 16 9-10dx1' /s 1935 8-16d 2030 340 815 11-10dx1'/x 2235 9-16d 2235 340 815 HHETA24 20 11-10dxl'/z 2235 9-16d 2235 340s 815 HHETA40 36 11-10dx1'/z 2235 9-16d 2235 3406 815 HETAL12 16 7 10-10dx1'/ 1040 10-16d 1235 415 1100 HETAL16 11 14-10dx1Yz 1810 13-16d 1810 415 1100 HETAL20 15 14-10dx1'/z 1810 13-16d 1810 415 1100 LTA2 Perpendicular to wall installation 18 10-10dx1'/z 1425' 10-10dx1'/2 1425' 415 875 LTA2 Parallel to wall installation 18 10-10d x V/2 1390' 10-1 Old x 1'/z 1390' 950 220 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. For the META, HETA, and HHETA, the lowest 4 nail holes must have nails installed in them. 3. Five nails must be installed into the truss seat of the HETAL 4. Parallel -to -plate load towards face of HETAL is 1975 lbs. 5. Minimum f, is 2.000 psi, minimum ftn is 1500 psi. 6. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7-10dx1'/2' fasteners are used with the META anchor. 7. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. LTA2 allowable uplift on DF is 1210 lbs. for both perpendicular and parallel to wall installation. Typical META Installed with TSS Figure 4 META/HETA/HHETA Tvoical Installation Page 9 of 15 rrAe Perutndicxtar to Wall knstalkaVoo k\ Nx 1 xw r LTA2 @atalial to Wai! Figure 5 Options for LTA2 Installation Simpson Strong -Tie DocuSign Envelope ID 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS 1 Ply Truss (SP) 2 or 3 Ply Truss (SP) Fasteners Uplift Load F, parallel to wall) F2 peril, to wall) Fasteners Uplift ldLoad F' parallel to wall) F2 peril, to wall) odel No. Qty. Application CMU 18-10dx1'/2 2480 2000' 1370 DETAL20 1 N/A Concrete 18-10dx1'/2 2480 2000 1505 META 2-- CIVIL! 10-10dx1'/x 1985 14-16d 1900 1285 1160 Concrete 10-10dX1'/x 1985 14-16d 2575 1285 1160 Refer to Table 25HETA2 CMU 10-10dx1'/ 2035 12-16d 2500 1350 1520 Concrete 10-10dx1'/2 2035 12-16d 2700 1350 1520 CMU 10-10dx1'/x 2035 12-16d 1 2500 1350 1520 HHETA 2 Concrete 10-10dx1'/z 2035 14-16d 1 3365 1350 1520 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2 Minimum fM is 2,500 psi. Minimum f;t, is 1,500 psi. 3. Install with spoons facing outward and spaced no more than 1l8" wider than the truss width. 4 Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2- or 3-ply applications with anchors spaced a minimum of 3" apart. For single ply applications use lateral loads in Table 2. DETAIL lateral load apply to single -ply application. 6. Noted F, lateral loads for the DETAL20 in masonry may cause an additional 1132" deflection beyond the standard 1/8" limit. Typical Installation with two METAs Figure 6 DETAL and Double META/HETA/HHETA Application Pagc 10 of 15 Simpson Strong -"Tie TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong -Tie Tension Load 6 Model Ga Titen Screws Nails Notes: 1 Loads include oOU% load duration increase nnthe fastener capacity mwood for wind loading where allowed hythe Florida Building Code. Nofurther increases are permitted. Reduce loads where other loads govern. 2 Minimum edge distance io18^for T|*anMasonry Screws, J Minimum p,,= 1500psi and minimum f,=25OOpsi, 4 Products shall beinstalled such that the TiV*nscrews are not exposed mmoisture 5 MSTAM24 allowable loads when fastened to reinforced concrete are 1500 lbs (DF/SP) and 1480 ba(SPF) 6 Tension load is uplift load when strap is oriented vertically. w rw" It Typical MSTAM36 Installation Figure MSrAM8mSTCK8Typical Dimensions and Installation Typica|MSTCM60 Page I o[15 Simpson Strong -Tie oocvSignEnvelope /o -8r2e~w\e7cFn=o253 TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS asteners Allowable To Block and To Truss Model No. Qty- Uplift Load DF/ SP Concrete Wall Notes 1 Loads include a0U% load duration increase onthe fastener capacity inwood for wind loading where allowed bythe Florida Building Code. Nofurther increases are permitted. Reduce loads where other loads govern. 2 Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed totransfer the uplift loads Vothe foundation, 3 Minimum edge dicXenoa for the Titen MD is 4^ 4 TiVenHDoshould bespaced inevery other hole nnthe part 5 Attached members must bedesigned toresist the applied loads 0 FSTRused for corner applications shall belimited un48O5|Uaallowable mm Two FGTRs Figure 8 FGrmFGTmML/pGTmnRTypical Installation FGTRHLTOPVIEW Page |2of' |s Simpson 8( rong' Tie DocuSign Envelope ID: 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 6 ALLOWABLE LOADS FOR GIRDER CONNECTORS Allowable Uplift Allowable Fasteners Loads (160) Lateral Loads Model No. qty. Wood F1 F2 Plies Girder Studs or CMU Concrete DFISP SPF F7001LGT2 (Wood) 1 2 2050 1785 1704 Sinker Sinkers Sinker Titen Screw Titen Screw SinkersJod Wood or Masonry) VGT Wood or Masonry) 2 motea: 1 Loads include anincrease of 60%for wind loading where permitted Uythe code for fasteners mwood. No further increases are permitted. Reduce loads where other loads govern. 2, Attached members must Uedesigned mresist applied loads. 3 For MGTand VGTapplication ^owood framed wall, provide equivalent anchorage mwood framing ooprovide resistance ^oapplied load onthe MGTorVGT. Provide continuous load path tothe foundation. For MGTur VGTapplication tumason ry/onncetewall, provide %^ anchor designed bybuilding designer tuprovide resistance mapplied load onthe MGTorVGT. Provide continuous load path tofoundation. 4. LGT2 lateral loads require installation of optional 4-16d sinkers in triangle fastener holes into top plates, 5 LGT4 lateral loads require installation of optional 7-16d sinkers in triangle fastener holes into top plates. Application to Masonry LGrzApn/mnuv"m Wood Framing Moisture barrierNk not shown | { | Figure Typical LGT2 Application Page 13n[| 5 DocuSign Envelope ID. 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 Figure 10 Typical LGT3 and LGT4 Application Typical MGT RistAllarm with HVU41 m Figure 11 Typical MGT Application Typical VGTR Single Installation with HOW Figure 12 Typical VGTIVGTR Application OW MGT Application to Masonr Typical VGT Do"blo Installation with H01,14's Page 14 of 15 Simpson Strong -Tie 12.IDENTUFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name, No 58544 ucwc cr STATE OF Q1 Z9/ZO15 JaxmiT*dMnology.|nu Jeffrey P.Arneson, PE. P. E.No. 58544 April 20.2U15 Page 15of15 Simpson Strong -Tie E ek! 0 9 U 0 n S Today's Ideas - Tomorrow's Results October 14, 2017 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel, 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor, 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No. 26300 — (Mail} i PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fv 352 / 588 — 5411 Web: www.florida-engineer,com