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101 E 10 St 13-1896; PERMIT & (A)
D CITY OF SANFORD AUG 2 9 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 Documented Construction Value: $ Job Address:I b S( 1% Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Phone: Name Street: City, State Zip: Name Street: Zoning: Property Owner Information Phone: ,SF7M E / Resident of property? Contractor Information Phone: Fax: City, State Zip: State License No.: tt lArchitect/ Engineer Information Name: 9M ) mol ir: Phone: /' 96N) 01 If Street: City, St, Zip: Bonding Company: NA Address: Fax: E-mail: 1 604 Mortgage Lender:_ Address: PERMIT INFORMATION Building Permit O Square Footage: a1I Construction Type: No. of Stories: 2 No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service — No. of AMPS: K& New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm E3 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value`j'}en the executed contract is submitted, credit will be applied to your permit fees when the uermit is released. / 1 Print Owner/ARent's Name Signature of ot.. P•.: . :•: ur itorida 0 25. 2015 octal olary Assn. Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: I Revision Response to Con Permit # Project Address: Contact: City of Sanford its` Building & Fire Prevention Division SEP 0 3 2013 Ph: 407.688.5150 Fax: 407.688.5152 Submittal Date 7" P ax: q 5-1 ` * Trades encompassed in revision: General description of revision: M Building Plumbing Electrical d Mechanical Life Safety Waste Water Department Utilities ROUTING INFORMATION Approvals Waste Water Planning Engineering Fire Prevention u'ilding f/-Y/f f r .. 4 MOLYET ENGINEERING LLC 1060 EAST INDUSTRIAL DRIVE E SUITE W OfFIC ORANGE CITY, FL 32763 PH: 386-532-8000 FX: 386-774-6843 PE041509 oFRMIT # August 30, 2013 Mr. Joy Deen Plans Examiner City of Sanford Building Department 300 North Park Avenue Sanford, FL 32771 Re: Concrete Slab Reinforcement 101 East 10`h Street Sanford, FL City of Sanford Building Department Permit #13-1896 Dear Mr. Deen: RE.WAIL&ED At the referenced site, the builder has reinforced the slab with fiberglass rather than the WWM indicated on the plans submitted for permit issuance. Additionally, a 24" x 24" x 12" column base has been added within the slab. These changes are acceptable to the undersigned. Should further questions on this project arise, please do not hesitate to contact me. Very truly yours, Bryan A. Molyet P.E. Engineer -of -Record 1 M MA TURNED UP IS!' tY FS C FIT r; LJ LJ LJI Y1 &R9 EA WAY I 2+'so. Ir so. lbL1RAN -- FOUNDATION ".OF3) FOUNDATION DETAIL s N.T.S. AL 1 I SUB-0UT 11— I r, STUBWI TK' to I IDE I( 2O'1,WN) DEEP TURNED EW. WOW I O1VN FOOTING WN 15 REBAR-STU&OIlT 3' T FOCONT PLUMBING I, sem. I 12' NIDE A 20TAN) DEEP T DOWN CONC. FOOTING W2 9 5 RC•BAR STUMUT 21R' I NcSLEEVE ISI .GqD. lr J — I 24' ETE ICKE Ito v+. 4'(3.DDD PSI) CONC. SLAB e I 1 W/FIBRE MESH OVER! MIL v POLY VAPOR BARRIER I h I L------- I 1 RV.,.H/Y2013 DWG. A2 ADDED THICKENED SLAB MOM ENGINE RING LC CHANGED WIVE KEINE. To FIBRE MESH nw IND Uff WUSfRUL DRIVE, SPE. WADDED12COIUMNOEtALL ORANGE CM,, FL 32763 3 FOUNDATION PLAN SEE ENGINEERING DOCUMENTS MW FOR IIE DOWN REOU;AWENIS. M.OF AUM X0000MA23/16'=1.-0. MR 11 3 5 pt_r " / 2_- Revision Response to Comments AUG 1 5 2013 L. I ': Permit # Project Address: Contact: 9 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Submittal Date Aj 16 ,-701 7 , Ph: U - Fax: Email: WA4>J b em id4 ,L CA. l.vl//i Trades encompassed in revision: General description of revision: Building Apoty INC Plumbing IN tr nGcS Ny B l°1'1Lll'`j / Electrical TLx4nru- 1 L- Mechanical / l , S tsu I -- o 1 bUn i Life Safety Waste Water j 11 ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals SOPA Parcel View: 25-19-30-5AG-1203-0060 Page 1 of 2 w r PROPERTY APPRAISER SEMWOI.E AC)tJr11Y. F101i:OA Back I I < Previous Parcel Parcel- 25-19.30.5AG-1203.0060 Next Parcel > I I Save Layout Property Address: 101 E 10TH ST Owner. DEMING WAYNE L & CHERYL S Mailing: PO BOX 4842 SANFORD, FL 32772 Subdivision SANFORD TOWN OF Name: Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD (2009) DOR Use Code: 0102 -SINGLE FAMILY - SANFORD HISTORICAL DISTRICT Property Record Card Parcel: 25-19-30-5AG-1203-0060 Owner: DEMING WAYNE L & CHERYL S Property Address: 101 E 10TH ST SANFORD, FL 32771 Reset Layout New Search Value Summary Tax Amount without SOH: S1.954 2012 Tax Bill Amount 51,954 Tax Estimator Save Our Homes Savings: so Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2013 Working 2012 Certified Values Values Valuation LU Q Cos[/Market Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED10/2009 07280 1877 5100 Improved No WARRANTY DEED 07/2008 07043 1560 5130,000 Improved Yes WARRANTY DEED 03/1990 02161 1938 179,900 Improved Yes WARRANTY DEED 07/1985 01656 1849 567,000 Improved Yes WARRANTY DEED 01/1984 01S19 0399 556,000 Improved Yes WARRANTY DEED 03/1980 01271 0951 533,000 Improved Yes Y 2 U Buildings Method Frontage Depth Units Unit Price Land Value FRONT FOOT b DEPTH 107 117 000 270.00 128,890 rY Depreciated 5111,627 1109.866 Bldg Value d 7 2 S600 5600 N Land Value 528,890 Both pion Footprint Extents CenterMapAerial Larger Map Advanced Map+ Dual Map View - External Tax Amount without SOH: S1.954 2012 Tax Bill Amount 51,954 Tax Estimator Save Our Homes Savings: so Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2013 Working 2012 Certified Values Values Valuation Cost/Market Cos[/Market Method Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED10/2009 07280 1877 5100 Improved No WARRANTY DEED 07/2008 07043 1560 5130,000 Improved Yes WARRANTY DEED 03/1990 02161 1938 179,900 Improved Yes WARRANTY DEED 07/1985 01656 1849 567,000 Improved Yes WARRANTY DEED 01/1984 01S19 0399 556,000 Improved Yes WARRANTY DEED 03/1980 01271 0951 533,000 Improved Yes Number of 2 2 Buildings Method Frontage Depth Units Unit Price Land Value FRONT FOOT b DEPTH 107 117 000 270.00 128,890 Depreciated 5111,627 1109.866 Bldg Value Depreciated S600 5600 EXFT Value Land Value 528,890 128,890 Market) Land Value Ag lust/Market Value " 141,117 S139,356 Portability Adj Save Our Homes SO SO Adj Amendment 1 Add Assessed Valuel 5141,117 5139.356 Tax Amount without SOH: S1.954 2012 Tax Bill Amount 51,954 Tax Estimator Save Our Homes Savings: so Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOTS 6 + 7 + N 1/2 OF ALLEY AD) ON S BLK 12 TR 3 TOWN OF SANFORD PB 1 PG 59 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S141,117 S50.000 $91,117 Schools 1141,117 525,000 S116.117 City Sanford 5141,117 150,000 591,117 SJWM(SaintJohns Water Management) 5141,117 550,000 591,117 County Bonds 5141,117 550,000 591,117 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED10/2009 07280 1877 5100 Improved No WARRANTY DEED 07/2008 07043 1560 5130,000 Improved Yes WARRANTY DEED 03/1990 02161 1938 179,900 Improved Yes WARRANTY DEED 07/1985 01656 1849 567,000 Improved Yes WARRANTY DEED 01/1984 01S19 0399 556,000 Improved Yes WARRANTY DEED 03/1980 01271 0951 533,000 Improved Yes Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Unit Price Land Value FRONT FOOT b DEPTH 107 117 000 270.00 128,890 I Building Information e n....:.: Year Built cc..,.... Base T.., cc Living Cr. W u Adj Repl http://www.scpafl.org/Parcei Details.aspx?PI D=25-19-30-5AG-1203-0060 7/22/2013 SCPA Parcel View: 25-19-30-5AG-1203-0060 Actual/Effective --'-- Area '--"' SF Value Value Amount CO Date Permit D 1 SINGLE 1906/1970 6 1,216.00 2,488.00 2,138.00 SIDING 5109,603 $142,341 510,750 FAMILY 02392 AVG Description Area 08/11/2C 02495 Addition - Residential BASE 184 08/11/2C BASE 48 OPEN PORCH 350 FINISHED UPPER STORY 690 FINISHED 2 BARNS/SHEDS 1906/1970 0 400.00 400.00 400.00 SIDING 52,024 55,060 MINIMUM Description Area Permits Permit 8 Type Agency Amount CO Date Permit D 00068 Miscellaneous Sanford 510,750 09/22/2C 02392 Addition - Residential Sanford 529.000 08/11/2C 02495 Addition - Residential Sanford 52,500 08/11/2C Extra Features Description Year Bit units Value Cost New FIREPLACE 1906 1 5600 S1.500 Back < Previous Parcel Next Parcel >j —7e Layout Reset Layout FNew Search http://www.scpafl.org/ParcelDetails.aspx?PID=25-19-30-5AG-1203-0060 Page 2 of 2 7/22/2013 I OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that t, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, 1 am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a onc-family or two-family residence or a fann outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or n residence must be for my own use or occupancy. It may not be built or substantially improved for sale or 1\ ut lease. If a building or residence that 1 have built or substantially improved myself is sold or leased within in I year after the constriction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. 11 is my responsibility to ensure that the persons whom I employ have the licences required by law and by city ordinance. 1 understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insm-ancc, may not provide coverage for those injuries. 1 am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1 understain Chet T may not delegate the responsibility for supervisingwork< to e licensed contracto"r"who +s'— not licensed to perform the wort: being; done. Any person working on my building who Is not licensed must work ander nay direct supervision and mast he employed by me, which means that 1 must comply with lay"rvs reduiria,g. tlae withthuldiug of, federal income tax and -social security contributions under the F'ecleral Insurance Contributions Ata (FICA) and must provide workers' compensation for the employee. I understand that my I"lilUre to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 e N Q Property I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and 1 have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building pen -nit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. 1 agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or Finn is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder pen -nil and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Address: I, _ Wn"II G Den)mj _, do hereby state that I aun qualified and capabl ofperformin ethe quested construction involved with the permit application filed and agree to the conditions bpvci fled abo iel Signature of Owner Form of Identification 1/ 1 Must be Date 7-oz- j3- A violation of this exemption is a rnisderneatior of the first degree punishable by a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revolve the permit; or -pursue -any -action or remedy - for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9 14.2009 Plan,Review Comment Letter Deen, Joy From: Deen, Joy Sent: Monday, August 05, 2013 2:48 PM To: 'waynedemingl @cfl.rr.com' Subject: 13-1896.doc City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: August 5, 2013 Contact Person: Wayne Deming Contact Phone Number: Contact Fax Number: Contact E-mail Address: waynedemingl@cfl.ff.com Building Permit Application Number: 13-1896 Project: 2- Car Garage Apartment Job Address: 101 E. 10th Street Page 1 of 2 ARCHITECTURAL Section 1603 requires construction documents to contain design data. Cannot accept design information on letter head. Sheet A-1 of 4 does not indicated Building Code and Addition in effect for design. 3. Submit of Florida Product Approval or Miami Dade County Notice of Acceptance for exterio windows doors and roofing systems. Sheet A-2 o 4 does not have any details for review. Cannot accept just a statement that they must meet a section of the Florida Building Code. Stair details must indicate riser height, tread depth and show handrail details. ASheet A-4 of 4. Cannot locate any nailing pattern for exterior wall sheathing? 6. Submit two sets of revised drawings for all plan review comments. STRUCTURAL 0Submit two sets of manufactures specifications for parallams. 2. No header details or anchoring for garage and carport doors? MECHANICAL 1. No method of cooling or heating indicated? A o PLUMBING 1. No Plumbing Riser Diagram submitted. 8/5/2013 Plan Review Comment Letter Page 2 of 2 ELECTRICAL 1. No Electrical Panel shown. 2. No Electrical Riser Diagram submitted? Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner AUG 12 113 I_ = -- - - 8/5/2013 0 I t ENGINEERED WOOD PRODUCTS OFFICE HERMIT PARALLAMO PLUS PSL BEAMS, HEADERS AND COLUMNS Pestering Trus Joist,# Parallarn4, PSL with Wolmanized*, Preservative. Protection Columns and posts are ideal for ground and fresh water contact and saltwater splash applications Beams and headers are ideal for exterior, aboveground use Protects against termites and decay -causing fungi Treated throughout the cross section Kiln dried after treatment 30 -year limited warranties Why Choose ParallamO Pius PSL? Wood is naturally susceptible to attack by wood -destroying fungi and termites, so any wood product used in wet -service conditions or exposed exterior applications requires preservative treatment to protect it from degradation and ensure an e extensive service life. Weyerhaeuser has partnered with Arch Wood Protection, Inc. to create ParallamO Plus PSL, which effectively resists fungal decay and termite attack. Parallam® Plus PSL is suitable for applications that are exposed directly to weather and water—such as decks, pavilions, and pool enclosures—and direct ground contact applications like deck posts. Column members can even be used in 4 _ saltwater splash applications. The products in this guide are readily available through our nationwide DURABILITY AGAINST DECAY- -GUARANTEED network of distributors and dealers. For more information on other applications Parallam® Plus PSL is backed by two, 30 -year limited warranties to provide or other Trus Joists products, contact your Weyerhaeuser representative. long-term peace of mind. As the manufacturer of Parallam° PSL, Weyerhaeuser warrants Parallam@ Plus PSL against manufacturing defects. Arch Wood Protection, Code Evaluations: Inc., licensor of the Wolman® brand of pressure -treated lumber, warrants against See ICC ES ESR -1387 termites and fungal decay. For more details, see our Parallam® Plus PSL Limited I I 30 -Year Warranty, TJ -7101, available from your Weyerhaeuser representative or online at woodbywy.com. Warranty Information Product Features and Sizes Parallams Plus PSL Applications Design Properties Hardware Recommendations and Bearing Requirements Beam Load Tables Decks Columns Cladding Information Q&A SUSTAINABLE FORESTRY INITIATIVE Certified Sourcing I m. sfiprogr;rn.crg MOM 2 3 4 5 5 6-7 8 9 10 10-11 ENGINEERED WOOD PRODUCTS Trus Joists Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 2 Trus loistO ParaliamO Plus PSL with Wolmanizedl Preservative Protection Preservative treatment penetrates all the way to the core of the cross section Kiln dried after treatment Provides termite and decay protection Parallam® Plus PSL beams and columns are treated with waterborne preservatives. They are treated and dried only at Weyerhaeuser - authorized treatment facilities. Treated beam and header products are suitable for exposed exterior applications such as decks, pavilions, and pool enclosures. Treated column products are suitable for direct ground contact applications such as deck posts and construction poles for elevated house construction, as well as for saltwater splash applications. Features and Use Characteristics for Parallam' Pius PSL Beams, Headers, and Columns Feature/Use MW Beams and Headers Columns AWPA Use Category UC4A or lower No Copper Azole Yes (KD 19) Yes Yes Yes Yes Yes UC46 or lower Yes CCA Yes (KD 19) Yes Yes Yes Yes Yes Saltwater Splash Permitted Treatment Kiln Dried After Treating Decay Protection Termite Protection Corrosion -Resistant Hardware Required Suitable for Interior Applications Paintable or Stainable Available Widths and Depths of Parallam Plus PSL Parallam® Plus PSL beams and headers are available in the following sizes: Widths: 31/2" and 51/4" Depths: 91/4", 117/8", 14", and 16" Parallam® Plus PSL columns and posts are available in the following sizes: 31/2" x 51/4" 51/4" x 51/4" T x T Some sizes may not be available in your region. Contact your Weyerhaeuser representative for dealer locations, available sizes, and lead times for treatment and delivery. In order for Parallam® Plus PSL to perform as described, the product must maintain its original cross section. Parallam Plus® beams, headers and columns may be cut to length, but must not be resawn In depth or thickness. Parallam® Pius PSL has an inherently industrial finish. Surface preparation may be required to achieve an acceptable architectural finish. Routine maintenance, such as the application of quality exterior stains and sealers, is required to Improve and maintain the finish. Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 3 PARALLAMO PLUS PSL APPLICATIONS Where to Use Parallaril Plus PSL The American Wood Protection Association (AWPA) created Use Categories (UC) to characterize the end-use environments that require treated wood products. Parallam® Plus PSL may be used for interior, dry or damp, aboveground applications (AWPA UC1 and AWPA UC2) to help protect against wood -destroying insects. Parallam® Plus PSL is also suitable for exterior applications where a structural member is either partly or entirely located outside of the waterproof building envelope and exposed directly to weather (AWPA UC3) and ground contact AWPA UC4). In these applications it can help protect against both wood -destroying insects and decay. Parallam® PSL products enter an airtight treatment cylinder—a highly controlled, pressurized environment where they are exposed to the Wolman® treatment process. How to Specify ParaliamO Plus PSL Weyerhaeuser has simplified product design and specification by grouping the AWPA Use Categories into Service Levels based on anticipated in-service moisture content ranges. First determine the appropriate Service Level for your application using the table below. Then use the allowable design stresses on page 5 to specify Parallam® Plus PSL for the selected Service Level. The allowable design stresses take into account the effects of treating and end-use moisture content (MC). Alternatively, use the load and application tables in this guide or Weyerhaeuser software. Service Levels Service Level AWPA Use Category Application Conditions Use Environment Typical Applications SL 1 UCl Interior construction, dry, Continuously protected from weather or Interior constructionMCS16% aboveground other sources of moisture UC2 Interior construction, damp, Protected from weather but subject to Interior construction aboveground occasional sources of moisture SL 211 MC >16% Exterior construction, Exposed to all weather cycles; Exposed, aboveground columns orUC3A and:5 28% aboveground rapid water runoff rafters in an outdoor canopy structure UC3B Exterior construction, Exposed to all weather cycles and Exposed beams and decking aboveground prolonged wetting UC4A Ground or fresh water contact Normal ground or fresh water contact; Exposed posts in contact with the ground SL 3exposed to all weather cycles MC > 28°h Ground or freshwater contact, Severe ground contact or saltwater splash; Exposed posts with ground contact UC4B(2) or saltwater splash exposed to all weather cycles and high potential for deterioration 1) May be defined as Service Level 1 if dry -service conditions (16% maximum MC) exist. 2) Does not apply to beam or header material. Only Parallam° Plus PSL columns and posts are suitable for AWPA JC4B. This table has been adapted, with permission, from the 2010 AWPA Book of Standards (Standard U1-10, Table 2-1). WARNING. Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coatings on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the State of California to cause cancer. For more information on Proposition 65, visit wy.comlinform. Trus Joistm Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 4 DO NOT cut, notch, or drill holes in Parallam® Plus PSC except as indicated in the Trus Joist' Beams, Headers, and Columns Specifier's Guide, TJ -9000. r r •10111i w Allowable Design Stresses for Beams and Columns (100% Load Duration) 12 aw 1) For 12" depth. For other depths, multiply by d 2) F, has been adjusted to reflect the volume effects for most standard applications. 3) F,l must not be increased for duration of load. 4) For products used in beam orientation only. General Notes Surface checking is an inherent characteristic of Parallame Plus PSL and is common to all wood products. The design values in this guide account for surface checking. The following formula approximates the total load deflection for a beam or header, including creep deflection (ACA in inches: Total load deflection ATL = ALL + ADL + ACD, where: Aco = IADL + ALL (F)I[CRP] F = 0.2 for floors; 0.3 for roofs Nominal Connection Design Value Adjustment Factors Service Level of Beam G E Erin Fy FL F., Fcn F" s 28% 6 Service Shear Modulus Adjusted Flexural Tension Compression Compression Horizontal CqP Equivalent Level Modulus of Elasticity Modulus Stress(11 Stress(z) Perpendicular Parallel Shear Parallel Creep Specific Of Elasticity psi) of Elasticity psi) psi) to Gralntal to Grain to Grain Factor Gravity 30,000 psi) 1514" psi) psi) psi) psi) Beam(4) Application 1 103,750 91250 1.660 x ..... 1.460 x 106 742,070151 1,827 1,397 368 1508 191 0.60 0.502 3 83,750 1.340 x 106 681,080(51 1,624 1,337 263 1,189 171 0.85 0.50 Column Application 1 93,375 82125 1.494 x 106 1314 x 106 759,350161 667,865(61 1,752(7) 1,512171 1,316 1,211 215(71 150111 1,150 1,300 160171 120171 0.20 0.60 0.50 0.5012 3 75,315 1.206 x110(7) 612,970(6) 1,3440) 1,158 110171 1,025 100(71 0.85 0.50 12 aw 1) For 12" depth. For other depths, multiply by d 2) F, has been adjusted to reflect the volume effects for most standard applications. 3) F,l must not be increased for duration of load. 4) For products used in beam orientation only. General Notes Surface checking is an inherent characteristic of Parallame Plus PSL and is common to all wood products. The design values in this guide account for surface checking. The following formula approximates the total load deflection for a beam or header, including creep deflection (ACA in inches: Total load deflection ATL = ALL + ADL + ACD, where: Aco = IADL + ALL (F)I[CRP] F = 0.2 for floors; 0.3 for roofs Nominal Connection Design Value Adjustment Factors Service Level of Beam Moisture Content Lateral Withdrawal or Column Application at Connection Connections Connections SLI or SL2 s 28% 0.1 0.7 0.25 u-6) SU 5 28% 22,020 28% 0.4 N.R!11 1) Withdrawal connections in Service Level 3 applications are not recommended (N.R.). 5) Reference modulus of elasticity for beam stability calculations, per NDS® 2005. 6) Reference modulus of elasticity for column stability calculations, per NDS® 2005. 7) Values are for plank orientation. Allowable Design Properties (100% Load Duration) 31/2" Beams --Service Level 2 Design Property Treated Beam Width 3)y,l 5Y4" Da th Depth lie" 9Y." 1117/e" 141 16" Moment (ft -lbs) 7,820 12,540 ! 17,110 22,020 Shear (lbs) 4,2555,465 6,440 7,360 Moment of Inertia Un a) 231 488 800 1,195 Weight ( If) 11.7 15.1 17.8 20.3 51/4" Beams -Service Level 2 Design Property Treated Beam Width 3)y,l 5Y4" 2,000 Depth lie" 9)k" 117/6" 14" 16" Moment (ft -lbs) 11,735 18,810 25,670 33,030 Shear Obs) 6,385 8,195 9,665 11,045 Moment of Inertia (im 4) 346 733 1,201 Weight (pit) 17.6 22.6 26.6 30.5 f. M ! , ` . l r • ill A Hardware Recommendations Due to the high moisture content typically present where Parallam® Plus PSL is used, it is very important to use corrosion -resistant fasteners and connectors for all applications. Fasteners include nails, screws, and bolts. Connectors include joist hangers, post bases, and hurricane or mudsill anchors. Fasteners and connectors must have a coating that will provide the required level of corrosion resistance for the treatment types, retention levels and end-use conditions for Parallam® Plus PSL. To ensure that you select appropriate hardware, follow the hardware manufacturer's recommendations for CA -C (no ammonia) with a retention level of 0.15 pcf. If recommendations for CA -C are not provided, those for CA -B (no ammonia) with a retention level of 0.21 pcf may be used. Beam Bearing Length Requirements -service Level 2 Reaction Treated Beam Width 3)y,l 5Y4" 2,000 1)a" lie" 4,000 3" 6,000 47/" 31/4" 8,000 6!4" 4'/4" 10,000 8"5y" 12,000 N" ..,._ Sy, 14,000 11" N" 16,000 12th" 8W' 18,000 14" N" 20,000 1514" 10 i" 22,000 l lei" 24,000 12 e" 26,000 IN" 28,000 1414" 30,000 1514" General Notes Minimum bearing length: 1!h" at ends, 31h" at intermediate supports. Bearing across full beam width required. Interpolation between reaction loads is permitted for determining bearing lengths. Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 5 N . Floor Load (PLF)—Service Level 2 How to Use Beam Load Tables on pages 6 and 7 1. Calculate total load and live load (neglect beam weight) on the beam or header in pounds per linear foot (plf). 2. Select appropriate Span (center -to -center of bearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that exceeds actual total and live loads. 4. Review bearing length requirements to ensure adequacy. Load Duration Span Condition N" Width 5%" Width N" I 11 Me" 14" 1 16" 9%4" 11Ve" 14" 16" Total Load 966 1,347 1,427 1,427 1,449 2,021 2,140 2,140 8' Live Load L/360 853 1,280 Min. End/Int. Bearing (in.) 3.0/7.6 4.2/10.6 4.5/11.3 4.5/11.3 3.0/7.6 4.2/10.6 4.5/11.3 4.5/11.3 Total Load 546 988 1,137 1,137 819 1,482 1,706 1,706 10' Live Load L/360 458 918 686 1,377 Min. End/Int. Bearing (in.) 2.2/5.4 3.9/9.8 4.5/11.3 4.5/11.3 2.2/5.4 3.9/9.8 4.5/11.3 4.5/11.3 Total Load 320 660 933 944 479 990 1,399 1,417 12' Live Load L/360 272 554 875 408 830 11312 Min. End/Int. Bearing (in.) 1.6/3.9 3.2/7.9 4.4/11.1 4.5/11.3 1.5/3.9 3.2/7.9 4.4/11.1 4.5/11.3 Total Load 200 421 677 807 300 631 1,016 1,210 14' Live Load L/360 174 358 570 261 536 855 Min. End/Int. Bearing (in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 Total Load 132 282 459 668 198 423 688 1,002 16' Live Load L/360 118 244 391 570 177 365 586 855 100% Min. End/Int. Bearing (in.) 1.5/3.5 1.9/4.6 3.0/7.4 4.3/10.7 1.5/3.5 1.9/4.6 3.0/7.4 4.3/10.7 Floor Total Load 90 196 322 478 135 294 483 717 18' Live Load L/360 H 173 279 409 125 260 418 613 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.7 2.4/5.9 3.5/8.7 1.5/3.5 1.5/3.7 2.4/5.9 3.5/8.7 Total Load 63 140 233 348 94 210 349 522 20' Live Load L/360 61 127 206 302 92 191 308 454 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 2.0/4.9 2.9/7.2 1.5/3.5 1.5/3.5 2.0/4.9 2.9/7.2 Total Load 76 130 197 114 194 296 24' Live Load L/360 74 121 178 112 181 268 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 2.0/5.1 1.5/3.5 1.5/3.5 2.0/5.1 Total Load 76 118 64 114 178 28' Live Load L/360 114 171 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.8 1.5/3.5 1.5/3.5 1.5/3.8 Total load 73 68 110 32' Live Load L/360 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.5/3.5 Indicates Total Load value controls. General Notes Table is based on: Uniform loads (beam weight considered). More restrictive of simple or continuous span. Total load values are limited to deflection of L/240 and include creep deflection with an assumed dead load to live load ratio of 30%. Live load values are based on deflection of L/360. Check local code for other deflection criteria. For deflection limits of L/240 and L/480, multiply Live Load U360 values by 1.5 and 0.75 respectively. The resulting live load must not exceed the total load shown. Lateral support is required at bearing and along the span at 24" on -center, maximum. For conditions beyond the scope of this table, including applications other than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser representative. Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 6 z :> > + w Iii T? Roof Load (PLF)-Service Level 2 Load P i" Width 5V4" Width Duration SpanSp Condition 9y" 117A" 14" 16" 91/. 117A" 14" 16" Total Load 1,113 1,432 1,427 j 1,427 1,669 2,140 2,140 1 2,140 8' Live Load L/240 Min. End/Int. Bearing (in.) 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3 3.5/8.7 4.5/11.3 4.5/11.3 1 4.5/11.3 Total Load705 1,138 1,137 1,137 1,058 1,706 1,706 1,106 10' Live Load L/240 686 1,029 Min. End/Int. Bearing ((n.) 2.0.0 4.5/11.2 4.5/11.3 1 4.5/11.3 2.8/7.0 4.5/11.2 4.5/11.3 4.5/11.3 Total Load 414 786 944 944 621 1,179 1,417 1,417 12' Live Load L/240 408 611 Min. End/Int. Bearing(in.) 2.0/5.0 3.1/9.3 4.5/11.3 4.5/11.3 2.0/5.0 3.7/9.3 4.5/113 4.5/11.3 Total Load 261 545 785 801 391 818 1,178 1,210 14' Live Load L/240 536 804 Min. End/Int. Bearin (in.) 1.5/3.7 3.1/7.6 4.4/10.9 4.5/11.3 1.5/3.7 3.1/7.6 4.4/10.9 4.5/11.3 Total Load 173 367 594 703 259 550 892 1,055 115% Snow 16 Live Load 1./240 365 586 548 879 Min. End/Int. Bearing (in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 Total Load 119 256 419 605 178 384 629 908 18' Live Load L/240 418 627 Min. End/Int. Bearing (in.) 1.5/3.5 1.9/4.1 3.1/7.6 4.4/10.9 1.5/3.5 1.9/4.7 3.1/7.7 4.4/10.9 Total Load 84 184 304 453 126 ... 276 . 457 680 20' Live Load 1./240 Min. End/Int. Bearing (In.) 1.5/3.5 1.6/3.9 2.5/6 3 3.7/9.2 1.5/3.5 1.6/3.9 2.5/6.3 Total Load 1 102 172 259 66 152 257 389 24' Live Load U240 Min. End/Int. Bearing (in.) 15/3.5 1.8/4.4 2.6/6.5 1.5/3.5 1.5/3.5 1.8/4.4 2.6/6.5 Total Load 59 103 158 88 154 237 28' Live Load L/240 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.9/4.9 1.5/3.5 1.5/3.5 1.9/4.9 Total Load 1,210 1,432 1,427 1,427 1,816 2,140 2,140 2,140 8' Live Load L/240 Min. End/Int. Bearing (in.) 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 3.8/9.5 4.5/11.3 4.5!11.3 4.5/11.3 Total Load 705 _. 1,143 1,137 1,137 1058 1706 1,706 1,706 10' Live Load L/240 686* 1,029 Min. End/Int. Bearing (in.) 2 .8/7.0 4.5/11.3 4.5/11.3 4.5/11.3 2.8/7.0 4.5/11.3 4.5/113 1 4.5/11.3 Total Load 414 852 944 944 621 1,278 1,417 1 1,417 12' Live Load L/240 408 830 611 _ 1,245 Min. End/Int. Bearing (in.) 2.0/5.0 4.0/10.1 4.5/11.3 4.5/11.3 2.0/5.0 4.0/10.1 4.5/11.3 4.5/11.3 Total Load 261 545 807 807 391 818 1,210 1,210 14' Live Load L/240 536 804 Min. End/Int. Bearing (in.) 1.5/3.7 3.1/7.6 4.5/11.3 4.5/11.3 1.5/3.7 3.1/7.6 4.5/11.3 4.5/11.3 Total Load 173 367 594 703 259 550 892 1,055 125% Ali Live load l/240 365 8.6 548 879 t. Nan -Snow Min. End/Int. Bearing (in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 i 4.5/11.3 Total Load 119 256 419 620 178 384 629 930 18' Live Load 1./240 418 613 627 919 Min. Endllnt. Bearing (in.) 1.5/3.5 1.9/4.1 3.1/7.6 4.5/11.2 1.5/3.5 19/4.7 3.1/7.7 4.5/11.2 Total Load 84 184 304 453 126 276 457 680 20' Live load L/240 Min. End/Int. Bearing (in.) 1.5/3.5 16/3.9 2.5/6.3 3.7/9.2 1.5/3.5 1.6/3.9 2.5/6.3 i 3.7/9.2 Total Load 102172 259 66 152 257 1 389 24' Live Load U240 Min. End/Int. Bearing (in.) 1.5/3.5 1.8/4.4 2.6/6.5 1.5/3.5 1.5/3.5 1.8/4.4 2.6/6.5 Total Load59 103 158 88 154 237 28' Live Load L/240 Min. End/Int. Bearing (in.) 1.5/3.5 1.5/3.5 1.9/4.9 Indicates Total Load value controls. General Notes See page 6 for how to use this table. Table is based on: Lateral support is required at bearing and along the span at 24" on -center, Uniform loads (beam weight considered). maximum. More restrictive of simple or continuous span. For conditions beyond the scope of this table, including applications other Total load values are limited to deflection of L/180 and include creep deflection than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser with an assumed dead load to live load ratio of 30%. For stiffer deflection criteria, representative. Live Load L/240 values are provided. Check local code for other deflection criteria. Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 7 DECKS All lumber framing used in deck applications should be pressure treated to AWPA Standards or recognized in an ICC ES code report. 1'/a" TimberStrand® LSL rim board Flashing Decking Joists 2" minimum r'I Joists supported byV _ treated 2x_ ledger Flashing is a critical component and must be included. Ledger Connections for 1114' TimberStrand LSL Rim Board I I ' ' ___ 2' maximum joist cantileve, Additional beam and column lateral bracing may be required. Consult deck designer. Concrete footer or slab r\even 1) 2" minimum edge distance is required for fastening ledger (see detail above). Deck Beam and Column Selection (100% Load Duration) -Service Level 2 Parallam® Plus Connection Type Live Load Joist Span and Spacingril Two rows S4" lag bolts beams and 3116" x 5%" 40 psf up to 9' 32" on -center, staggered 5'/." x 5%" Column 9' to 16' 16" on -center Maximum Column Spacing up to 7' 32" on -center, staggered 60 psf 7'to 14' 16 on -center Maximum Column Spacing 14' to 16' 12 on -center I I ' ' ___ 2' maximum joist cantileve, Additional beam and column lateral bracing may be required. Consult deck designer. Concrete footer or slab r\even 1) 2" minimum edge distance is required for fastening ledger (see detail above). Deck Beam and Column Selection (100% Load Duration) -Service Level 2 Parallam® Plus How to Use this Table General Notes 1. Determine the appropriate Deck Load. Table also applies to columns used in a Service Level 3 condition. 2. Locate the Joist Span that meets or exceeds your condition. Total load deflection for the beam is limited to L/240. Live load deflection is 3. Scan across the row to find both the Maximum Column Spacing and Maximum limited to L/360. Column Height that meet or exceed your condition. Beams can be used in either continuous -span (up to 48') or simple -span 4. Scan up to determine the required Beam and Column sizes. applications. For conditions beyond the scope of this table, including beam applications other than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser representative. Trus Joisl® Parallam® Plus PSL Specifier's Guide TJ -7102 i April 2013 8 3%" x 9'/i' Beam 3'16" x 11l/e" Beam 5'/," x 117/s" Beam 5'/." x 14" Beam beams and 3116" x 5%" Column 3'16" x 5%." Column 51/." x 51/." Column 5'/." x 5%" Column Deck Load psi) columns Maximum Column Spacing Q62' Maximum Column Spacing Maximum Column Height Maximum Column Spacing maximum Maximum Column Spacing L 8' 12'-0" 11'-15" 11'-01' 10'-6" 10'4" beam cantilever 154" 14'-6" 13'-6" 12'-0" 11'-0" 9'-0" 8'-6" 8'-0" 8'-0" 8'4" 17'-6" 16'-6" 16'-0" 15'-6" 15' 6" 16'-0" IT -0" 14'-0" 13'-6" 13'-0" 20'-6" 19'-6" IS' -6" 17'4" 16'-0" 14'-0" 13'-6" 12'-6" 12'-6" 12'-0" 10' 12' 14' 16' 60LL+100L 8' L 9'-6" 8'-6" 8'-6" 8'-6" 8'-0" A I' 1, 15'-6" 15'-0" 14'-0" 13'-0" 11'-6" Embedded E\\ 12'-0" 12'-0" 12'-0" 12'4" 12'-6" w 12' concrete a footer How to Use this Table General Notes 1. Determine the appropriate Deck Load. Table also applies to columns used in a Service Level 3 condition. 2. Locate the Joist Span that meets or exceeds your condition. Total load deflection for the beam is limited to L/240. Live load deflection is 3. Scan across the row to find both the Maximum Column Spacing and Maximum limited to L/360. Column Height that meet or exceed your condition. Beams can be used in either continuous -span (up to 48') or simple -span 4. Scan up to determine the required Beam and Column sizes. applications. For conditions beyond the scope of this table, including beam applications other than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser representative. Trus Joisl® Parallam® Plus PSL Specifier's Guide TJ -7102 i April 2013 8 3%" x 9'/i' Beam 3'16" x 11l/e" Beam 5'/," x 117/s" Beam 5'/." x 14" Beam 3116" x 5%" Column 3'16" x 5%." Column 51/." x 51/." Column 5'/." x 5%" Column Deck Load psi) Joist Span Maximum Column Spacing Maximum Column Height Maximum Column Spacing Maximum Column Height Maximum Column Spacing Maximum Column Height Maximum Column Spacing Maximum Column Height 40LL+10DL 8' 12'-0" 11'-15" 11'-01' 10'-6" 10'4" 10'-6" 10'-0" 9'-6" 9' 0" 8'-6" 154" 14'-6" 13'-6" 12'-0" 11'-0" 9'-0" 8'-6" 8'-0" 8'-0" 8'4" 17'-6" 16'-6" 16'-0" 15'-6" 15' 6" 16'-0" IT -0" 14'-0" 13'-6" 13'-0" 20'-6" 19'-6" IS' -6" 17'4" 16'-0" 14'-0" 13'-6" 12'-6" 12'-6" 12'-0" 10' 12' 14' 16' 60LL+100L 8' 10'-6" 10'-0" 9'-6" 8'-6" 8'-0" 9'-6" 8'-6" 8'-6" 8'-6" 8'-0" 12'-6" 11'-0" 9,4, 8'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'4" 8'-0" 15'-6" 15'-0" 14'-0" 13'-0" 11'-6" 14'-0" 13'-0" 12'-6" 12'-0" 12'-6" 18'-6" 16'-0" 14'-6" 13'-0" 11'4" 12'-0" 12'-0" 12'-0" 12'4" 12'-6" 10' 12' 14' 16' How to Use this Table General Notes 1. Determine the appropriate Deck Load. Table also applies to columns used in a Service Level 3 condition. 2. Locate the Joist Span that meets or exceeds your condition. Total load deflection for the beam is limited to L/240. Live load deflection is 3. Scan across the row to find both the Maximum Column Spacing and Maximum limited to L/360. Column Height that meet or exceed your condition. Beams can be used in either continuous -span (up to 48') or simple -span 4. Scan up to determine the required Beam and Column sizes. applications. For conditions beyond the scope of this table, including beam applications other than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser representative. Trus Joisl® Parallam® Plus PSL Specifier's Guide TJ -7102 i April 2013 8 COLUMNS Allowable Axial Loads (lbs) -service Level 2 Effective Column Size Column 3 V x 5Y" 5Y" x 5'/•" 7" x 7" Length 100% 1 115% 125% 100% 1 115% 1 125% 100% 115% 1 125% 6' 10,580 11,330 11,760 20,330 22,680 24,150 38,850 40,000 40,000 8' 7,550 7,885 8,080 17,285 18,775 19,650 35,685 39,815 40,000 10' 5,485 5,665: 5,770 14,005 14,845 15,325 31,785 34,780 36,570 12' 4,1254,235: 4,300 11,185 11, 1. 695 11,985 27470 29445 30,58,5 14' 3,205 3,280 ! 3,320 9,020 9,355 9,545 23,300 24,605. 25,355 16' 7,385. 7,615 7,750 19,705 20,615 21,135 18' Slenderness ratio 6,140 6,305 6,405 16,760. 17,420 17,800 20' exceeds 50 5,175 5,300 5,375 14,375 14,870: 15,155 General Notes Table is based on: Solid, one-piece column members. Bracing in both directions at column ends. NDS® 2005. Simple columns with axial loads only. For side loads or other combined bending and axial loads, see the NDS® 2005. Allowable loads have been adjusted to accommodate the worst case of the following eccentric conditions: 1/6 of the column thickness (first dimension) or 1/6 of the column width. For conditions beyond the scope of this table, including applications other than Service Level 2, use Weyerhaeuser software or contact your Weyerhaeuser representative. Beam to Column Connection Deck joist 2x4 brace at each column Simpson Strong -Te® or USP LSTA9 strap . or similar) Parallam® Plus PSL beam Parallam® Plus PSL column Metal post cap All lumber framing used in deck applications should be pressure treated to AWPA Standards or recognized in an ICC ES code report. Column Base Connections Column Base Elevated Column Base Optional s j non -shrink grout e , I .. - - I.- 0 MV MW o: n 00 NOT encase 00 NOT size base plate column base larger than column Wide face In order to use the manufacturer's Wide face of strands published capacities when designing of strands column caps, bases, or holdowns for uplift, the bolts or self -drilling screws must be installed perpendicular to the wide face of strands as shown at left. DO NOT install bolts or screws into the narrow face of strands Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 9 Parallam® Plus PSL is suitable for exposed conditions with wet -dry moisture cycles. However it may be desirable for aesthetic reasons to wrap the product in a decorative cladding. As with all treated wood products, avoid applications that can trap moisture. If decorative cladding is used, the following considerations are critical for Parallam® Plus PSL to perform satisfactorily: The designer, builder, and owner must share responsibility for ensuring that the assembly is designed, installed, and maintained in a way that will prevent water from entering and being trapped. If the prevention of water intrusion over the life of the structure cannot be assured, then cladding must be designed and installed in a manner that allows adequate drainage and sufficient air -flow to facilitate drying. Suggested beam and column details are shown at right. Metal cladding materials should not be used, as the preservative treatment can react with the metal and lead to corrosion of the cladding and fasteners. All fasteners, furring strips, and other materials used in the cladding assembly must be corrosion -resistant, treated, or otherwise resistant to decay. Vented cladding, such as a soffit or drilled cladding material, should be used to allow proper drainage. Routine maintenance is also required to ensure that vent holes remain open and free of debris. For column bases with ground contact, maintain a 3" (minimum) gap between cladding and finish grade for drainage. For bases with patio or deck surface contact, maintain a 1" (minimum) gap between cladding and surface. Cladding details shown are intended for use with Parallam® Plus PSL only and should not be used with untreated Weyerhaeuser products. Cladding on Beams Parallam® Plus PSL beam Cladding j W -thick treated or decay -resistant furring, minimum. Attach furring around beam, with Use vented cladding at side strips in vertical orientation. Follow bottom for drainage cladding manufacturer's recommendations for on -center spacing. IMPORTANT Moisture trapped inside the cladding may cause mold. The treatment used in Parallam®Plus does not prevent mold. Cladding on Columns Parallam°° Plus PSL column W -thick treated or decay -resistant furring, minimum. Attach at all corners in vertical orientation. i Maintain gap at bottom for ventilation and drainage Cladding Q1• What is Parallam4 Pius PSL? or stiffness of a wood member, but the presence of mold indicates a high Al: Parallam® Plus PSL is Parallam® PSL that has been treated with Arch moisture condition where, without preservative treatment and proper Wood Protection Inc.'s preservative solution at a Weyerhaeuser -authorized maintenance, decay or deterioration would likely develop. treating facility. The treating facility is licensed by Arch to produce product under the Wolmanized® trade name, and is required to follow a strict quality Q3• How can I be sure that I have genuine assurance program. Parallam'" Plus PSL' Parallam® Plus PSL is produced from southern pine and is undersized to accommodate dimensional change during treatment It is treated then kiln dried after treatment to a uniform moisture content. Only Parallams Plus PSL is manufactured using these methods, and it's the only product covered by both Weyerhaeuser (structural) and Arch (treatment) limited 30 -year warranties. Q2: Does Parallam`I" Plus PSL prevent mold growth on the product surface? A2: No. Parallamm Plus PSL has been treated to effectively resist decay. The preservative treatment solutions used to treat Parallam® Plus PSL also contain moldicides that inhibit surface mold growth on freshly treated product; however, they are not intended to provide continual protection from surface mold growth once the product is in service. Mold fungi cause discoloration of the wood surface, commonly appearing as a colored, fuzzy or powdery surface growth that can quickly spread over surfaces with high moisture levels. Mold will not impact the strength A3: Parallam® Plus PSL is stamped with the product description, type of treatment, and treating facility. The stamp also references the treating standards and third -party quality program monitor. The following stamps are examples of those found on Parallam® Plus PSL. AWPA U1/C33 0.15 pcf CA -C KDAT 19%SYPWOLMANIZED® COX INDUSTRIES, INC. AWPA U1/C33 0.60 pcf CCA -C KDAT 19% SYP1® COX INDUSTRIES, INC. Q4: Was CCA phased out for residential use? A4: In 2004, CCA was phased out for certain dimension -lumber, residential applications such as deck railings and play sets. However, CCA is an excellent preservative and remains an approved form of treatment for Parallam® PSL columns used in structural ground -contact applications (AWPA UC4B). Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 10 DO NOT wrap exterior Parallam® Plus PSL products with materials that may trap moisture, such as wood, metal, or plastic trim that does not allow for proper Irv;; ventilation and drainage. Cladding details shown are intended for use with Parallam® Plus PSL only and should not be used with untreated Weyerhaeuser products. Cladding on Beams Parallam® Plus PSL beam Cladding j W -thick treated or decay -resistant furring, minimum. Attach furring around beam, with Use vented cladding at side strips in vertical orientation. Follow bottom for drainage cladding manufacturer's recommendations for on -center spacing. IMPORTANT Moisture trapped inside the cladding may cause mold. The treatment used in Parallam®Plus does not prevent mold. Cladding on Columns Parallam°° Plus PSL column W -thick treated or decay -resistant furring, minimum. Attach at all corners in vertical orientation. i Maintain gap at bottom for ventilation and drainage Cladding Q1• What is Parallam4 Pius PSL? or stiffness of a wood member, but the presence of mold indicates a high Al: Parallam® Plus PSL is Parallam® PSL that has been treated with Arch moisture condition where, without preservative treatment and proper Wood Protection Inc.'s preservative solution at a Weyerhaeuser -authorized maintenance, decay or deterioration would likely develop. treating facility. The treating facility is licensed by Arch to produce product under the Wolmanized® trade name, and is required to follow a strict quality Q3• How can I be sure that I have genuine assurance program. Parallam'" Plus PSL' Parallam® Plus PSL is produced from southern pine and is undersized to accommodate dimensional change during treatment It is treated then kiln dried after treatment to a uniform moisture content. Only Parallams Plus PSL is manufactured using these methods, and it's the only product covered by both Weyerhaeuser (structural) and Arch (treatment) limited 30 -year warranties. Q2: Does Parallam`I" Plus PSL prevent mold growth on the product surface? A2: No. Parallamm Plus PSL has been treated to effectively resist decay. The preservative treatment solutions used to treat Parallam® Plus PSL also contain moldicides that inhibit surface mold growth on freshly treated product; however, they are not intended to provide continual protection from surface mold growth once the product is in service. Mold fungi cause discoloration of the wood surface, commonly appearing as a colored, fuzzy or powdery surface growth that can quickly spread over surfaces with high moisture levels. Mold will not impact the strength A3: Parallam® Plus PSL is stamped with the product description, type of treatment, and treating facility. The stamp also references the treating standards and third -party quality program monitor. The following stamps are examples of those found on Parallam® Plus PSL. AWPA U1/C33 0.15 pcf CA -C KDAT 19%SYPWOLMANIZED® COX INDUSTRIES, INC. AWPA U1/C33 0.60 pcf CCA -C KDAT 19% SYP1® COX INDUSTRIES, INC. Q4: Was CCA phased out for residential use? A4: In 2004, CCA was phased out for certain dimension -lumber, residential applications such as deck railings and play sets. However, CCA is an excellent preservative and remains an approved form of treatment for Parallam® PSL columns used in structural ground -contact applications (AWPA UC4B). Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 10 Q&A (CONTINUED) Parallam® Plus PSL columns are well suited for residential applications such as structural support columns, deck posts, and retaining walls. It is ideal for applications that result in occasional, intermittent saltwater splash exposure that will not support degradation by marine organisms. The U.S. EPA concluded that CCA -treated wood does not pose unreasonable risks to the public, and they do not require CCA -treated products to be removed from service, coated/sealed, or encapsulated. However, they do note that the use of a suitable coating could reduce potential exposure. Additional information is available on the U.S. EPA website: epa.gov/oppadOOl/reregistration/cca/index.htm#docs Q5: What are wet -service and dry -service conditions? AS: The definitions of wet and dry service vary slightly from one publication to the next. The 2005 NDS® defines dry service for structural composite lumber products as an in-service moisture content of less than 16%. CSA 086-01 defines dry service as a climatic condition in which the average equilibrium moisture content (EMC) of sawn lumber over a year's time is 15% or less and does not exceed 19%. Not all exterior applications are necessarily a wet -service condition and, conversely, not all interior applications are a dry -service condition. The EMC of wood is a function of the relative humidity and temperature of the surrounding environment. However, high moisture content and the ensuing degradation can be observed in local areas where water collects and doesn't readily evaporate, such as improperly detailed column bases and connections in saddles where water accumulates. Q6: How does Weyerhaeuser define "saltwater splash" with respect to applications for Parallam"V Plus PSL? A6: Saltwater splash applications are those in which incidental saltwater contact may occur, but at a level or time period insufficient to support the growth of marine organisms. Examples of incidental saltwater exposure include members used in proximity to saltwater and exposed to occasional or intermittent splash from storms or waves, or to saltwater spray or mist. Examples of conditions that would not be appropriate for Parallam® Plus PSL include members that are in or adjacent to the tidal zone where they would remain wetted with saltwater for extended periods of time. Q7: What applications are not suitable for Parallam Pius PSL? A7: Parallam® Plus PSL is not suited for applications where conditions support degradation by marine organisms, or for direct contact with animal wastes, caustic fertilizers, or other chemicals. These types of applications are not covered by the Weyerhaeuser and Arch limited 30 -year warranties. Q8: Why does Weyerhaeuser use a different treatment for columns than for beams? A8: Column applications where Parallam® Plus PSL is exposed to direct ground contact or occasional, intermittent saltwater splash require a higher level of protection, which is best achieved using the traditional CCA preservative. Parallam® Plus PSL that is intended for beam and header applications is treated with copper azole at a retention level that eliminates the need to use stainless steel connectors and fasteners in most applications. Refer to hardware manufacturer's recommendations for your specific application. Q9: Can 1 use Parallam'3, Plus PSL beams in column applications? A9: Generally, no. The preservative retention level used for beam products is different than the level used for columns and is not suitable for heavy-duty, structural, ground -contact applications. However, if the product is being used in SL1 or SL2 (or even AWPA UC4A) applications, the preservative treatment is suitable and the beam may be used as a column. Q10: Do 1 need to field -treat holes or end cuts? A10: No. For the standard sizes shown in this guide, the unique structure of Parallam® PSL allows for penetration of preservative treatment throughout the cross section, eliminating the need to field treat holes or end cuts. Q11: Are sealers, coatings, or remedial treatments effective alternatives to Parallam"- Pius PSL? A11: No. Current commercially available coatings that contain a preservative do not provide adequate protection from fungal decay or termites throughout the cross section of Parallam® PSL. Field -applied treatments are not covered by the Weyerhaeuser and Arch limited 30 -year warranties. Q12: Do 1 need to finish or clad my Parallam"' Pius PSL products? Al2: Finishing or cladding your Parallam® Plus PSL may be desirable for aesthetic reasons, however, it is not required. Finishes that trap or seal in moisture should not be used. Cladding must be designed and installed in a way that provides adequate drainage and ventilation to prevent moisture build-up. Q13: Can Paraliarng Plus PSL products be painted or stained? A13: Yes. Parallam® Plus PSL can be painted or stained with either oil- or water-based finishes. Untreated and treated wood products may exhibit discoloration, checking, warping, or splitting when exposed to the weather. Appropriate maintenance, such as the application of quality exterior stains and paints, will help reduce the extent of these weathering effects. However, these finishes may not hide inherent surface irregularities, and the final color may be affected by the tint of the treatment Commercial paints and finishes that are compatible with preservative -treated products do exist; however, finishes that seal in or trap moisture should not be used. Q14: Does Parallam"' Plus PSL meet National Flood Insurace Program (NFIP/FEMA) guidelines for use in Below -Flood -Elevation (BFE) construction? A14: Yes, Parallam® Plus PSL is a suitable material for use in BFE construction. For more information, see the Weyerhaeuser Technical Bulletin, Flood Damage -Resistant Material Considerations, TB -213. Q15: Where can I find more information about Parallam,' Plus PSL? A15: For more information on Parallam® Plus PSL, see the following PDF available on woodbywy.com: Consumer Safety Information Sheet for Trus Joist® Parallam® Plus PSL, TJ -1021 Also see the following Material Safety Data Sheets (MSDSs), available at weyerhaeuser.com/Sustainability/MSDS: WC 311-12 Parallam® Plus PSL (CCA) WC 457-03 Parallam® Plus PSL (CA -C) Q16: Where can i purchase ParallamID Plus PSL beams and columns? A16: Parallam® Plus PSL is intended for use by professional building contractors; therefore, it can be purchased only through professional contractor yards. It is not available for sale through retail channels. Trus Joist® Parallam® Plus PSL Specifier's Guide TJ -7102 I April 2013 11 WE CAN HELP YOU BUILD SMARTER You want to build solid and durable structures—we want to help. Weyerhaeuser provides high-quality building products and unparalleled technical and field assistance to support you and your project from start to finish. Floors and Roofs: Start with the best framing components in the industry: our Trus Joist® joists; TimberStrand® LSL rim board; and TimberStrande LSL, Microllam® LVL, and Parallam® PSL headers and beams. Pull them all together with our self -gapping and self -draining Weyerhaeuser Edge GoldTM floor panels and durable Weyerhaeuser roof sheathing. Walls: Get the best value out of your framing package—use TimberStrand° LSL studs for tall walls, kitchens, and bathrooms, and our traditional, solid -sawn lumber everywhere else. Cut down installation time by using TimberStrand° LSL headers for doors and windows, and Weyerhaeuser wall sheathing with its handy two-way nail lines. Use our TJ® Shear Brace for extra support in walls with large openings or in high wind or seismic areas. Software Solutions: Whether you are a design professional or lumber dealer, Weyerhaeuser offers an array of software packages to help you specify individual framing members, create cut lists, manage inventories—even help you design a complete structural frame. Contact your Weyerhaeuser representative to find out how to get the software you need. Technical Support: Need technical help? Weyerhaeuser has one of the largest networks of engineers and sales representatives in the business. Call us for help, and a skilled member from our team of experts will answer your questions and work with you to develop solutions that meet all your structural framing needs. PRODUCT WARRANTY Weyerhaeuser provides a limited warranty for the expected life of the structure for all True Joist• branded products. Product Information, installation instructions, and the full text of each products limited warranty (including limitations and exclusions) are available on the Weyerhaeuser viebstts. from your Weyerhaeuser representative, or by callingtoll free: 888d5M358. Additionally. Weyerhaeuser offers limited wamenuea on a broad variety of ae other produce. To see complete details of all Weyerhaeuser product wanantlea, visit wvwv.weodbywy.conywerranty Visit woodbywy.com/warranty for copies of this and other Trus Joist® Engineered Wood Product warranties. 1888.453.8358 • woodbywy.com/contact Contact your local representative or dealer at: April 2013 • Reorder TJ -7102 A, Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered This document supersedes all previous versions. If this is more trademarks and Edge Gold is a trademark of Weyerhaeuser NR. © 2013 Weyerhaeuser NR than one year old, contact your dealer or Weyerhaeuser rep. Company. All rights reserved. Printed in the USA. OWCE PERMIT # 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer (972) 492-9500 June 26, 2012 V ' / QJ ` 1111ll111N, i % U N r,:. 80 1/ 61 C.H.I.Overhead Doors I' 10EIVa.E`S,ii 1485 Sunrise Dr. No. 51737 PO Box 260 Arthur, IL 61911 STATE OF Re: FL 10408-R3 Fs;•01110:•G` Evaluation Report for Residential Sandwich Doors e7/ 0NAL Model 53xx family 4lz 1 C To Whom It May Concern: At the request of C.H.I.Overhead Doors, I have reviewed the drawings and tests listed below and have concluded that the construction shown on these drawings comply with the structural requirements of the 2010 Florida Building Code. I certify that 1 meet the requirements of independence" as detailed in Florida Statutes. Rational analysis methods have been applied to define psf pressure ratings for some widths. Each "static" pressure was evaluated based on its tested size to take the least of the results of bending moment and end load conditions. Each "impact" pressure was evaluated to be the least of the achieved impact psf (with no change or allowance for width variations) and the rationalized static psf. Widths greater than the impact -tested door width were not included. This product has been- tested and constructed to meet PSF specifications, not MPH. The conversion of MPH to PSF requires site-specific information that is unknown to the manufacturer. Any estimated MPH values are offered for comparison, but are not certified. Drawings: _ . ...... These products are for static pressure only: FZ4-09-04303 6'-00" through 13'-06" FZ7-09-04303 6'-00" through 17'-00" FZ10-09-04303 6'-00" through 18'-02" --- M... . . FZ4-10-04303 6'-00" through 15'-02" fZ7-10-04303 -- 6'-00" "through 18'-10" `"- FZ9-10-04303 6'-00" through 11'-06" FZ10-10-04303 6'-00" through '22'-06" FL 10408-113 FZ4-16-04303 11'-06" through 24'-00" FZ6-16-04303 08'-00" through 24'-00" FZ9-16-04303 08'-00" through 24'-00" FZ10-16-04303 08'-08" through 24'-00" FZ4-18-04303 09'-00" through 24'-00" FZ9-18-04303 16'-00" through 24'-00" These products are for static and impact (windborne debris): FZ91-08-04503 8'-0" wide +49.9 / -56.7 psf FZ91-09-04503 9'-0" wide +49.7 / -56.7 psf FZ9i-10-04503 10'-0" wide +44.7 / -51.5 psf FZ10i-10-04503 10'-0" wide +49.9 / -56.7 psf FZ91-12-04503 12'-0" wide +43.0 / -48.3 psf FZ9i-14-04503 14'-0" wide +43.0 / -48.3 psf FZ9i-16-04503 16'-0" wide +42.1 /-46.9 psf FZ7i-18-04503 18'-0" wide +34.5 / -38.4 psf FZ8i-18-04503 18'-0" wide +41.3 / -46.0 psf FZ51-20-04503 20'-0" wide +27.9 / -31.1 psf fZ71-20-04503 20'-0" wide +34.1 / -38.0 psf Test Reports Tests for Static drawiNZs: 9' wide Series 5330 10' wide Series 5330 Drawing ATI Test Report FZ4-10-04303 79642.01-602-47 FZ4=09-04303 79637.01-602-47 f74-10-04303 94222.01-602-47 FZ7=09-04303 79638.01-602-47 FZ7-10-04303 79641.01-602-47 FZ:14- -04303 79639.01-602-47 FZ7-10-04303 97983.01-602-44 FZ940-0430-,-: 79821.01-602-47 FZ30=10-049-W 79640:01-602-47 rriNge X0.5'1737Ar OF 16' wide Series 5330 FZ4-16-04303 FZ6-16-04303 FZ9-16-04303 FZ9-16-04303 FZ10-16-04303 Testing 79643.01-602-47 94223.01-602-47 79974.01-602-47 94224.01-602-47 79645.01-602-47 FL 10408-113 18' wide Series 5330 FZ4-18-04303 79648.01-602-47 FZ9-18-04303 79975.01-602-47 drawing static test impact test FZ91-08-04503 79639.01-602-47 97306.01-602-44 FZ91-09-04503 79639.01-602-47 97306.01-602-44 FZ91-10-04503 79821.01-602-47 97306.01-602-44 FZ10i-10-04503 79635.01-602-47 97306.01-602-44 FZ91-12-04503 79974.01-602-47 97303.01-602-44 FZ91-14-04503 79974.01-602-47 97303.01-602-44 FZ9i-16-04503 79974.01-602-47 97303.01-602-44 FZ7i-18-04503 79647.01-602-47 97303.01-602-44 FZ81-18-04503 79975.01-602-47 98905.01-602-44 FZSI-20-04503 79647.01-602-47 97303.01-602-44 FZ71-20-04503 79975.01-602-47 98905.01-60244 Impact, cyclic and static tests were conducted by Architectural Testing of Schofield, WI at the Schofield location. Static tests were also conducted by ATI at the C.H.I. Overhead Doors "in house" test facility in Arthur, IL. The accreditation of these test facility locations has been certified by Florida listed Product Accreditation Bodies. The accreditation of the Schofield location of Architectural Testing and C.H.I. Overhead Doors "in house" test facility in Arthur, IL, continues to be recertified by the same Florida listed Product Accreditation Bodies. Static pressure testing was conducted in accordance with ANSI/DASMA 108-02 and/or ANSI/DASMA 108-05. ANSI/DASMA 108-02 Is equivalent'to 108-05. The testing also complied with the requirements of ASTM E330-02 as an equivalent test procedure for garage -doors. Large Missile impact -and cycling tests were conducted in accordance with.-ANSI/DASMA 115-05 as well as ASTM E1886 -05/E1996-09. These doors are not intended for the High Velocity Hurricane Zone,(HVHZ).:'-=• 3 i 1 1111 I I11I No, 51737 0, 7f X11 I l 1111` FL 10408-113 The designs reflected on the drawings represent the "worst case" construction of the doors if there were slight differences between the DASMA 108 Static and DASMA 115 Impact tested products. The strongest or most reinforced features were Incorporated to ensure compliance, as rational engineering analysis. Installation The drawings provide installation instructions peculiar to windload reinforcement. Supplemental_instructions_Overlay" include additional details. Anchorage Requirements: Attachment drawings provided by C.H.I. Overhead Doors detail how to fasten back Jambs equivalent In strength to southern pine or spruce pine fir to the structure. Fasteners used to secure the back jambs must be long enough to achieve the minimum embedment as specified. The direct mounting of door track on top of drywall or -other non structural material is outside of the scope of C.H.I. Overhead Doors wind load evaluations. Residential garage door track generally has small metal pads that contact the drywall. The loads generated during high wind events may be concentrated by these pads. C.H.I. Overhead Doors promotes the use of back jambs to effectively absorb and redistribute wind loads. Mounting of 2x6 wood "Back Jamb" or "bucks" to the building structure as a surface to secure the track brackets are detailed on these C.H.I. attachment drawings, depending upon the type of wall construction: BJA-101-02 using Concrete Anchors BJA-102-01 using Lag Screws If mountigg of the track directly *to steel building Jambs Is .desired, more fasteners and track brackets may be necessary in addition to those shown on the drawings to obtain sufficient track attachment. These C.H.I. attachment drawings provides guidelines: BJA-103-01 Steel Attachment Detail BJA-104-02 CMU Filled'Attachment Detail BJA-105-01 Concrete Attachment Detail 4 " cO lz— i No. 51737 7.P: 7ATE:OF _ fi Z Oc tORID Fi. 10408-113 This Evaluation Report does not address design of the wall/jambs themselves. These attachment drawings only illustrate common means to attach the jambs to the wall. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA TDS-161(Technical Data Sheet) at www.dasma.com. Model Description All doors in this evaluation are 2" thick overall (before decorative add-ons) on a base polystyrene sandwich door with minimum 27 -gage interior and exterior steel skins. These door model variations are approved for as part of this family of the drawings: 5330 family includes: 53xx - pre -finished steel base with poly- accent boards laminated to face. 54xx - plywood faced with pine bead board and cedar accent boards. 55xx - fiberglass faced with vertical beaded pattern laminated to steel sandwich base section. 56xx — a-53xx with urethane insulation rather than styrene. 57xx—a 54xx with urethane insulation rather than styrene. 58xx—a 55xx with urethane insulation rather than styrene. Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen based on the "psf" requirement determined for a specific Installation or locale. Low Headroom track may be used In lieu of the Standard Uft track. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness and additional support when needed, is determined by C.H.I.Overhead Doors and does not affect this windload evaluation. The rated pressures may not be achieved unless_1he door is held closed during the wind event. Both tracks -must be,engaged::, illh a lock:_ -(right and left side), or alternately: -an electric operator attached to the door prior to the wind event. 5 V z(o FL 10408-113 Certain doors have been tested to large Missile Impact requirements of the wind-borne debris regions, designated with an "1" in the drawing name. In addition, steel doors not tested for wind-borne debris may be allowed for use In the wind-borne debris region per FBC If they do not contain glazing. These products have not been fully evaluated for use in the Florida High Velocity Hurricane O"1 1 S /////Z No. 51737 0 STATE OF s`NAI. ?G N 1111 John E. Scates, P.E. (4 (-t l Z Florida PE # 51737 j i OFF10E PERMIT # /3-s EALOWN9D@BORS WINDBRENER SERIES. Supplemental Instructions Overlay Carriage House Doors IJOO oaa iSeries Higher wind pressures and larger doors require additional reinforcement. ACAUTION. Premature failure of door system may result from improper application. These supplemental instructions do not contain basic door installation steps and related safety information. Failure to follow basic installation steps and related safetyWARNINGinformationmayresultininjuryordeath. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. ZSeATES /'/ NS Thfraecorrectselectionofdoorand ming materials in adherence with local ` •ts i building code directives is the responsibility of the building owneddesigner. ` 0: v 1 : d r—Use of a reinforced garage door does not constitute automatic compliance with 1 10• : W 4buildingcode. Local building;code officials determititcompliarm'-miteria. A locking system must be installed if the door isnot elecUically operated. ••`.• 9 ' 2 Supplementai jmtructions_Overlay mm John E. Sates. P.E Professional Enginccev 3w 3121 Fairgate Drivc provided only for verification of Carrollton. Tcxu 75007 windload eon3trw1on details Florida P$ #51737 CoWgnr 2012 cru. VvtdmW Door. page 1 of 2 For use with single end hinges hinges shown with six screws, see drawing for screw quantity requirements) Strut stat Strut C le i— Strut Strut above top fixture Top Fixture j Etid•Hiril Strut above hinge rd Hinge End Hinge ra U Strut Strut Strut on bottom half or hinge Strut below hinge trot Strut on top half of hinge Strut In center of section End Hinge End Hinge ut Oo0 — Strut Bottom Fixture Bottom Fixture Boaom Fixture Strut above bottom fixture Strut on top of bottom fixture Strut on top of bottom fixture For use with double end hinges hinges shown with four screws, see drawing for screw quantity requirements) Strut Strut Sad Hinge oo Top Fixture Strut End Hutge 1 bill Strut above top fixture-• Strut above the hinge Strut on bottom half of hinge Strut —." \\\\\`,`I`.,GEN'BF,ii+,,// Pard Hinge No.5173T 000 ::. Auxiliary .p . STATE OF '40 f?, tamer . 2 SOP End Hinge O,n • C OR G\ \ 8oaomFixture Strut in: en't'er of scctf n `'` - iStt"vYabove auxQlaTy$arrcr Professional Engineer's seal 3121 F&Wte Drive provided only Tor verification of CarroUton. Tex`f 75007 j windload conswWon details Florida P.E, # 51737 SupplementaLJnstructions_Overlay Coplil&201¢ "J.o.ed=dDoom page 2 of 2 Southem Pine (SP) specific gravity =ass: ,U0waW laid per,,r Cho,= 577 pounds Spruce Pine Fii (SPP) spkk gravity= 0.42; allowable load per anchor = 385 pounds. Use SP values only If both structure and jamb are southern pine. Use SPF vdues'when spruce Pine fv is present In saamewjambmaterial. Lag screw: 3/8" dLlmetert2 3^ min long• must conform to ANW4ASME BI821 When applyinj* back jambe over day wall or other note slnlemril walleovering, use longer'ag.iaearato 1.1r!'mWmnmembedauelr6qubad Washes: 1-U8' 611mum outside diameter and 13/32• Imideldbmeter mutt oonfmtm to ANSI B18.22.1 type A. i . Predrill 1/4" diameter pilot hula for Lg nYeM i sw.WL r 1-14" mirdrttum lag semw edgedismoi equaed id, ;'I Maiimut tpaSiig sh aoinchartLesserspacingmaybeusedmavoidintor1keneewithdamhardwareaMorEsmnftsysteim. 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DOOR WIDTH (teetand Inoho6) at a g1ven DESIGN PRESSURE (PSF) \\\\ /// SCAT, 4 d? 1W i 4, S%0 •2 Aiterhative design may be approved by a registered Professional engineer. i 4p FLOW%. 4. t0 Supporting structural elements shall be designed by a registered professional Professional En ' cces seal /` O11\\'cengineerforwindloadsinadditiontootherloads. any for verification o[wm6 //rp n n\\;o due Calculation reference: DASMA TDS 1161E aM 2005 AWA hbS for eonssuct(on deaUs i i Wood Consabcdon. Cantllmn• T At"A.l 0 F Hlyust®dgremraCebm reset u hl6hudeoropa'to2. i Anchors to W evenly apioee betweat the tomer and Ae Ban.! i i U6 structural Baca hmteer. May be eovatabared vp to 3W deep in Caeh eacbm loatfon q provides fhtrlt arwr4a11 aafaee s I I gust afobot to stmt At no"dtan tuff the fatW=spacitgmm mand aro ten than the mUdmwaiedge Asttom Rkk* Jamb AttachilleAt Detamj,_.. Lag Strew CAL Drawing: BJA-102-01 J.B. taet-s- i10' luired) a O M PAN Y USIDENTIA1$ COM11 RClAL 24 -Hour Service GARAGE DO ILS Dock Equipment , WWW itinthm.com • cec 1251120 Specialty Doors Donna Lee 2035 Apex Court, Apopka, Fl 32703 Residential Account Manager (407) 656-1289 Coll(407)367-9298 (800)226-3020 dl"ibathomcom Fax (407) 880-1253 S E R V I N G- F L O R I D A S I N C E 1 9 7 8 exterior wall covering siding or brick) finished lumber under header. dimension from this lumber to floor to Oe same as door height or slightly smaller never greater) vinyl stop mold supplied wrath door VIEW FROM INSIDE GARAGE SIDE VIEW laminated beam interior wall covering sheetrock or paneling) stud 2 x 6 casing required) garage door OVERHEAD VIEW exterior wall covering siding or brick) interior wall covering sheetrock or paneling) 2 x 6 casing required dimension between jambs same as door width or slightly smaller never greater than door width) R vinyl stop mold garage door i i10' luired) pin 'cznter ad Wide doors offset 11 3/4" zm0a-a/ MEN ru/; height or slightly smaller (never1501111greaterthandoorheight) 7 and 6 doors standard P/10 //, sizes availaWe - ask for details) opening width same as door width slightly smaller never greater than door width) finishedor floor exterior wall covering siding or brick) finished lumber under header. dimension from this lumber to floor to Oe same as door height or slightly smaller never greater) vinyl stop mold supplied wrath door VIEW FROM INSIDE GARAGE SIDE VIEW laminated beam interior wall covering sheetrock or paneling) stud 2 x 6 casing required) garage door OVERHEAD VIEW exterior wall covering siding or brick) interior wall covering sheetrock or paneling) 2 x 6 casing required dimension between jambs same as door width or slightly smaller never greater than door width) R vinyl stop mold garage door i 10((c) 5-,2, j• . ;til WI a n = W (see notes for other widths) 4D Optional lift iwatnediate fm Wnge v 3A 2 2 sfut attachment strut this door hu leen evalusmd In aero rdaace with ASTM E 330.02 and ANSWASMA 108.02 and IOa-05. Per ASCE 7- as ieiaetteed by PBC 2010. , Desi steres P) rypxa0y mat brexeeed the regairemeeas for the follotvine wind sped+. llasC steedo ate fac T tirah dotes: taller ep.I.. typkally wlthnao0bigherwiddspeeds be uueremod by the timplo tmio of widths for a door n=ower than one shown. i® Sappo ft structural ek mems to be deslipbed by registered ptofeaimiol engineer for Ve ifW wind loads. Udoor Is oat electrically , j -, -, , a lock mast be hssmlled. Mnximrmsdoor heiZtc 201-M Msximam mcdan height 24" 1040ORS Professional Engirteeer's seal provided only for verification of wiadload construction details jug bracket track bracket john E Scares, P.E. 3121 Fairgate Drive Carronton, Texas 75007 Florida P.E.N 51737 cot daylight opmin;Sl-5/l6' x 16.3/4" apto+36Apsf/-40.W IIr DSB 1/4" Tempered Glm 7n6" Iamlaed Oita 7/16 -Tempered Insulmed Gust ap to+44.3psf /-Sl-W Ila" Polyembormte iuRdayUyLtopm445•S/16'x 163/4" apm+50.7pd/-37.5psI) 1/8" Polycmbomte tax daylight opmiag ].9.316' x 13" upto+64Spsf/-74.W 1/4" Letterer with Aluminum Ramo Track tsaebet Mies shown m for we with OW2orbetter rpbee-pine-Or SFP)arudhmtphbjmnht m, mal kwbxdom comaln deed b I up to 20'4' high. These we required in tothisdrewinaforinadladon. Alwgs irfie"hhanwions in addition to this dadrsdoorhunflvion. PUO /- 39-3 (psf) m W-oo" drtn gh psq/-11.6Wat 18.06" LI. Drawing: FZ09-04303 pace 1 of 2 WI a n = v 3A 2 2 sfut attachment strut this door hu leen evalusmd In aero rdaace with ASTM E 330.02 and ANSWASMA 108.02 and IOa-05. Per ASCE 7- as ieiaetteed by PBC 2010. , Desi steres P) rypxa0y mat brexeeed the regairemeeas for the follotvine wind sped+. llasC steedo ate fac T tirah dotes: taller ep.I.. typkally wlthnao0bigherwiddspeeds be uueremod by the timplo tmio of widths for a door n=ower than one shown. i® Sappo ft structural ek mems to be deslipbed by registered ptofeaimiol engineer for Ve ifW wind loads. Udoor Is oat electrically , j -, -, , a lock mast be hssmlled. Mnximrmsdoor heiZtc 201-M Msximam mcdan height 24" 1040ORS Professional Engirteeer's seal provided only for verification of wiadload construction details jug bracket track bracket john E Scares, P.E. 3121 Fairgate Drive Carronton, Texas 75007 Florida P.E.N 51737 cot daylight opmin;Sl-5/l6' x 16.3/4" apto+36Apsf/-40.W IIr DSB 1/4" Tempered Glm 7n6" Iamlaed Oita 7/16 -Tempered Insulmed Gust ap to+44.3psf /-Sl-W Ila" Polyembormte iuRdayUyLtopm445•S/16'x 163/4" apm+50.7pd/-37.5psI) 1/8" Polycmbomte tax daylight opmiag ].9.316' x 13" upto+64Spsf/-74.W 1/4" Letterer with Aluminum Ramo Track tsaebet Mies shown m for we with OW2orbetter rpbee-pine-Or SFP)arudhmtphbjmnht m, mal kwbxdom comaln deed b I up to 20'4' high. These we required in tothisdrewinaforinadladon. Alwgs irfie"hhanwions in addition to this dadrsdoorhunflvion. PUO /- 39-3 (psf) m W-oo" drtn gh psq/-11.6Wat 18.06" LI. Drawing: FZ09-04303 pace 1 of 2 Stnu (tf applicable) not sbown for clarity. 059 galvanized steel top fixture. Esct furore attached with foto 3/4" screws. The vettica] wood jamb fasteners may be counter stink to provide a flat mounting034end $tile surface. See jamb attachment details for more b9lormation about atmehing jambs to manufactured by CRL sttuclUM 2" x 7/I6" (nominal) atop molding to be secured with minimum gd nail or 2-112" loog screw on 8" spacing. I Stop molding not required when door is more than l" wider than opening. 109) galvanized steel top nominal (.0155) galvanized steel minimum fixture. Each fixture attached with two 1/4" x 3/4" screws. L— I / r::= 01 rah Alit 034 end stile (. 023).backer plate at each hinge locationrhantdaenridbyCHL & mid -point between hinges (if requireo 2' (min) x (min) steelgalvanizedsteel crack Optional low head room top bracket End hinge non*W •7 2" (mid) galvanized steel fastened Intermediate Mage 10 (ttuiripall roller to section with (.053) galvanized steel with nylon or „ 1 bead. 9 four Iµ" x 3/4" screws. a fastened x 314" sr with 0 four 1/4"x3/4" screws. stem --. . — o push mut 8i mwL forc.058 thic )— 2.3/4" 2" 4" (max. for .109 thick) _— A 3" 102'geivaniud steel bottom bnccka matmficnned by CEM Each bracket attached with four red 1/4" x 3/4" screws. pt tyt • I ! t L Ahttairmm exttlrsl00 r6 -.j `- Push nut 109) galvanized steel bottom bracket riunufacuned by ClU Each bracket attached with four red I/4" x 3/4" screws. Optional low bead room bottom bracket Details on some views may have been omitted for clarity. 086) galvanized eta flag braeitee fastared t wood jamb with dire 5/16" x I-5/8" wood la screw 14ag bracket atta died to hodzomd ltmck with dao 1/4" x 5/8" track bolts and mtts. Flag bracket crunched -- vettical track with 1dv0 1/4" x 5/8" track bolts end nuts. Or two 1/4" x 11/32" rivets. 102) galvanized steel track bracket fastened to wood jamb with one 5/16" x 1 5/8" word e lag screw per bracket e Each tract bracket a I with one t/4" x 5/8" sack It and rwt. Or two 1/4' x 11%32" livers. 1-7/9" fa7 Illi fl =5 er" steel040 to he with t 3/4" 3' start attached with two plate, screws per stile or hinge place. Professional ffidglomfs seal provided only for verification of windload construction details 0 (Z 6 Z John E Scares, M 3121 Urgate Drive Caimlitax Texas 75007 Florida P.EA 51737 G4 t9 2012 Mbdal ntop54x'x Sirocl V0W$no O= M6 Qt) /- 39.3 (pat) at 06-W dao* 109 (pat) /- I l.6 (pan st 13'-06' a iI 1 Drawing FZt•49 0{303 I cote 2 of 2 0 - Revision Revision Response to Comments JUL 3 2013 r - BY: Permit # 3 8,1(,o Submittal Date -1 :3 k - F-2) Project Address: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Contact: Fax: Email. d • r" - .CUfY1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water 75;; General description of revision: 1 • ,w ` A` ROUTING INFORMATION Approvals 8 Department Utilities Waste Water Planning Engineering Fire Prevention Building Gv h St 75;; General description of revision: 1 • ,w ` A` ROUTING INFORMATION Approvals 8 Mrd PARK AVE o...r ar. bi LL4:: L107,00' EXISTING ti 2 -STORY W000 mz FRAME HOUSE 7 RIN 0 s EXISTING Gp a 17STORY CURS y 2 -CAR GARAGE EXTEND PAVERS AS SHOWNEXIST tdzjFENCE EMOVE` I & p TREE FENCE d 12' X 14' COVERED I NEW FENCE NEW FENCE to I Y ..Ygb.r Orr SITE PLAN 1 CATE24' ms . °an oa ro rFsoia MEWAY Im c loo. mm 13'-9A' 7• of= naw mn IS' 8d' PUNE•rr r 117.00' S 1 rr r PMK AVE. ray wr PBQEEE 117. Incr EXISTING 2 -STORY WOOD MANE HOUSE bq E%ISTM s EXE OPANITE s,oRr CURB 2 -CAR GARAGE EXTEND PAVERS AS SHOW - Ew. FENCE 8 EXIST. s p TREE FENCE 12' X 14' COVERED NEW FENCE NEW FENCE SITE PLAN r -- 0os TE l3 -911' ewm pw a mr 15' li.l• PROPERTY UNE 117.00' I rr r 1 vo4w VoVl.*14 VOlY1 S/3l/2017 O O 11'IIJ IIVJIIiV1Y C1 1 fj`i •11iL N1. Name: Address:r7 1 I Q 'T H. 5 i .._. rI--- n / rw w n-rl NOTICE OF COMMENCEMENT State of Florida CLERK OF CIRCUIT COURT & COMPTROLLER BK 08107 Pg 0220; (Ipg) CLERKIS # 2013108412 RECORDED 00/20/2013 02:•59:26 PM RECORDING FEES 10.00 RECORDED BY H DeVore Courtly of Semtnola } ? D- 5,4s _ i v _ Q O b Permit Number: V Parcel ID Number: 2 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) GENERAL DESCRIPTION OF 2 OWNER INFORMATION: Name: ri•Imin Address. Fee Simple Title Holder (it other than owner) Address CONTRACTOR: Name: J luL Address. 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: Address: of In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713 13(I)(b), Florida Statutes. Expiration Date of Notice of Commencement (The e:cpiration date is 1 year from date or recording unless a different date Is specified) WARN/NG TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRST INSPECTION. IF YOU INTE TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM ENCING WO K OR RECORDING YOUR NOTICE OF COMMENCEMENT Under p^ til s of Perjul , i e lar-. that i have read the foregoing and that the fat`s stated in It are trite to the bet f kn cote g a d belip'r. Own Signa re O0`,noei s Printed Name Flonda Statute 713 1307 (g) ' The owner must sign the notice of commencement and no one else may be permitted to sign In his of het stead" State of Ro 6 Ga County of The foregoing instrument vias acknowledged before me this 22-tdday of _ by (fit (taeC1 _ Who is i Name of person ma ' emenl Y OP who has produced identification type of identification produced: CmFlyd cow MARYA, J E MORSE CLERK 0 Cl ,U 'COURTSINA011 9Y rU LQ 3 me 20 l 7 CITY OF SANFORDDJUL222013BUILDING & FIRE PREVENTION L PER MI APPLICATION Application No: 3 g Documented Construction Value: $ i a Job Address: i % Historic District: Yes No Parcel ID: Description of Work: C6 WLC— 2 - Zoning: Plan Review Contact Person: W AAt 0 ,N Title: C'GV1 Phone: 4Q:z ZG7-?&Z, Fax: Z E-mail: Pro erty Owner Information Name Phone: Street: /ST. Resident of property? YES City, State Zip: 07-7 Contractor Information p D Name Phone: Street: City, State Zip: Fax: State License No.: Architect/Engineer Information Name: itJl y 7/" -' Z T Phone: Rck 5 2_-8n6c) Street: Fax: City; St, Zip: E-mail: Bonding Company: Nu A Address: Building Permit 1 Square Footage: F ( , No. of Dwelling Units: Electrical O New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMAT16N Construction Type: No. of Stories: Flood Zone: X (E—,, 44, 1r Plumbing O Mechanical E3 (Duct layout required for new systems) New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. 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. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permif is verif cation. that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1 The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction val when the executed contract is submitted, credit will be applied to your permit fees when the permit is release A A, [M-Zz, SM5 of O /Agent V Signature of Contractor/Agent Date 1 Print Owner/ ent's f4ime 77" 22- 3 Signature of Notary -State of Florida .t lapllli.._ Owner/Agent is Produced ID APPROVALS: ZONING: COMMENTS: Rev 11.08 IE M. J n : A7ncn i UTILITIES: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name:.,A a Firm:— Address: tp\ [- , t S k --.-j City: L State: Zip Code: 3 2.'7 -T Phone: 407. 2.57 • ?-(/c92— Fax: Email: wgyfe 4eV%Jw%Qi 04-1. c e . n-. Property Address: I O I L= . Idt(% S Property Owner: U-) e ('-'> e 1Lc , 4 Parcel identification Number: 26 - I ct• -40 • $-A G. l 2 O 3' OOG O Phone Number: L40'7• ZS7 • 'LgO2 Email: W0. The re n for the flood plain determination is: Ww structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONL Flood Zone: Base Flood Elevation: p, Datum: V( AN, FIRM Panel Number: t 2-0 24,-( 00'7 Map Date: Q *7 D -% The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A ortion of the parcel is in the: floodplain El floodway The parcel is not in the: loodplain floodway The structure is in the: = oodplain floodway VThe structure is not in the: floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Me 13 - 189 G - 2 Qrw a -'2 Sow Reviewe Date: TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc wrightsoft' Manual S Compliance Re Entire Space For: Deming 101 E 10th St, Sanford, FL 32771 10Z j Z 9ne R0813297 Aug 19, 2013 TMN Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 93.0°F Sensible gain: 8848 Btuh Entering coil DB: 81.1°F Outdoor design WB: 76.0°F Latent gain: 1714 Btuh Entering coil WB: 64.8°F Indoor design DB: 75.0°F Total gain: 10563 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Model: MUAI2WA+MSAI2WA Actual airflow: 400 cfm Sensible capacity: 9000 Btuh 102% of load Latent capacity: 3000 Btuh 175% of load Total capacity: 12000 Btuh 114% of load SHR: 75% Design Conditions Outdoor design DB: 42.0°F Heat loss: 5358 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Model: MUAI2WA+MSAI2WA Actual airflow: 400 cfm Output capacity: 12000 Btuh 224% of load C3pegntyrimlance: 0 OF Supplemental heat required: 0 Btuh Economic balance: 0 OF The above equipment was selected in accordance with ACCA Manual S. wri htsoft' 2013 Aug•20 09:42:24 g Right -Suite® Universal 2012 12.1.09 RSU07440 Page 1 ACC'* C:\HVAC%aWork File\R0913297 - Deming%R0813297.nip Calc = MJ8 House Front faces: W wrightsoft• Project Summary Entire Space For: Deming 101 E 10th St, Sanford, FL 32771 Job: R0813297 Date: Aug 19, 2013 By: TMN Notes: Load Calculation was obtained from an electronic copy of drawing. Desiqn Information Weather: Orlando, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary 18 Heating input Structure 4280 Btuh Ducts 1078 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 5358 Btuh Infiltration Method Construction quality Fireplaces Area (ft') Volume (ft') Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 3 403 3426 3426 0.61 0.32 35 18 Heating Equipment Summary Make Mitsubishi 93 OF Trade Mini Split HP 75 OF Model MUA12WA 18 OF AHRI ref M Efficiency 7.7 HSPF Heating input 44 gr/Ib Heating output 12000 Btuh @ 47°F Temperature rise 27 OF Actual air flow 400 cfm Air flow factor 0.075 cfm/Btuh Static pressure 0 in H2O Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 5285 Btuh Ducts 1857 Btuh Central vent (0 cfm) 0 Btuh Blower 1707 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 8848 Btuh Latent Cooling Equipment Load Sizing Structure 1340 Btuh Ducts 374 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1714 Btuh Equipment total load 10563 Btuh Req. total capacity at 0.75 SHR 1.0 ton Cooling Equipment Summary Make Mitsubishi Trade Mini Split HP Cond MUA12WA Coil MSA12WA AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 SEER 9000 Btuh 3000 Btuh 12000 Btuh 400 cfm 0.056 cfm/Btuh 0 in H2O 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl ht5OfC- 2013 -Aug -2008:42:249Right -Suite® Universal 2012 12.1.08 RSU07440 page 1 C.\HVAC%aWork File%R0813297 - Demmg%R0813297.rup Calc = MJ8 House Front faces, W wrightsoft• Component Constructions Entire Space For: Deming 101 E 10th St, Sanford, FL 32771 Job: R0813297 Date: Aug 19, 2013 By: TMN Location: Or Indoor: Heating Cooling Orlando, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 105 ft M Design TD ("F) 28 18 Latitude: 28°N MOIR' Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.1 43.6 Dry bulb (°F) 42 93 Infiltration: n 221 Daily range (°F) - 17 ( M) Method Simplified 1.50 Wet bulb (°F) - 76 Construction quality Average 0.068 Wind speed (mph) 15.0 7.5 Fireplaces 0 175 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain M BWhMI:•F e>--F/atuh aWh/R Stuh MOIR' Bluh Walls 12E-Osw: Frm wall, vnl ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum n 221 0.068 19.0 1.90 421 1.50 332 board int fish, 7'x6" wood frm a 117 0.068 19.0 1.90 222 1.50 175 s 183 0.068 19.0 1.90 348 1.50 274 w 117 0.068 19.0 1.90 222 1.50 175 all 637 0.068 19.0 1.90 1213 1.50 957 Partitions none) Windows 4A5-2ob: 2 glazing, Or low -e outr, argon gas, mil AN brk frm mat, Or e innr, 1/4" gap, 1/8" lhk; NFRC rated (SHGC=0.35); 50% blinds 45', s medium: 50% outdoor insect screen; 1.3 fl overhang (5.3 it window ht, w 0.5 R sep.) all Doors none) Ceilings 168-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P -19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 15 0.560 0 15.7 235 33.1 497 38 0.560 0 15.7 603 14.1 541 15 0.560 0 15.7 235 33.1 497 68 0.560 0 15.7 1073 22.4 1535 403 0.032 30.0 0.90 361 1.75 705 403 0.050 19.0 1.40 564 0.74 296 wri htsoft- 2013 -Aug -20 08.42:24 9 Right -Suite® Universal 2012 12.1.08 RSU07440 page 1 A'C'A C \HVAC%aWork Fde\R0813297 - Deming1R0813297.rup Calc = MJS House Front faces: W wrightsoft• Right -J® Worksheet Entire Space Job: R0813297 Date: Aug 19, 2013 By: TMN 1 2 3 4 5 Room name Exposed wap Room height Room dimensions Room area Entire Space 83.0 0 8.5 It d 403.0 ft' Bath 13.5 it 8.5 it heat/cod 1.0 x 64.3 It 64.3 ft' Ty Construction number U -valueBtulVftL'F) Or HTM Bt uNftr) Area (ft7) or penmeter (ft) Load Bt uh) Area (f111) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 n 1.90 1.50 221 221 421 332 0 0 0 0 It G 12E-0sw 4A5.2ob 0.068 0.560 a a 1.90 15.68 1.50 33.12 132 15 117 2 222 235 175 497 51 0 51 0 97 0 77 0 11 T1q! G 12E-0sw 4A5.2ob 0.068 0.560 s s 1.90 15.68 1.50 14.08 221 38 183 38 348 603 274 541 64 0 64 0 121 0 96 0 1q/ G 12E-0sw 4AS2ob 0.068 0.560 w w 1.90 15.68 1.50 33.12 132 15 117 2 222 235 175 497 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 175 403 403 361 705 64 64 58 112 F 20P -19c 0.050 1.40 0.74 403 403 564 296 64 64 90 47 6 c) AED excursion 01 1 0 Envelope loss/gain 3212 3494 366 332 12 a) Infiltration b) Room ventilation 1069 0 360 0 174 0 59 0 13 Internet gains: Occupants ® 230 Appliancesiother 1 230 1200 0 0 0 Sublold pines 6 to 13) 4280 52851 540 391 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 25% 35% 0 0 0 4280 1078 0 0 0 5285 1857 25% 35% 0 0 0 540 136 0 0 0 391 137 Total room load Air required (cfm) 1 5358 400 7142 400 1 1 676 50 528 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2013 -Aug -20 08:42.25 A Right -Suite® Universal 2012 12.1.08 RSU07440 Page 1 C:\HVAC%aWork File%R0813297 - Deming%R0813297.rup Calc = MJ8 House Front faces: W wrightsoW Right -J® Worksheet Entire Space Job: R0813297 Date: Aug 19, 2013 By: TMN 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bonus Rm 69.5 it 8.5 ft heat/cod 1.0 x 338.8 It 338.8 ft' Ty Construction number LI -value BtuWft;'F) Or HTM Bt "r) Area (ft7) or perimeter (ft) Load Bt h) Area or penmeter Load Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W 12E-Osw 0.068 n 1.90 1.50 221 221 421 332 yJ 6 12E-Osw 4A5.2ob 0.068 0.560 n a 1.90 15.68 1.50 33.12 81 15 66 2 125 235 99 497 11 q G 12E-Osw 4AS•2ob 0.068 0.560 s s 1.90 15.68 1.50 14.08 157 38 119 38 226 603 179 541 yJ t --G 12E-Osw 4A5.2ob 0.068 0.560 w w 1.90 15.68 1.50 33.12 132 15 117 2 222 235 175 497 C 16B-30ad 0.032 0.90 1.75 339 339 304 593 F 2OP-19c 0.050 1.40 0.74 339 339 474 249 6 c) AED excursion 0 E nvdope loss/gain 2846 3162 12 a) Infiltration b) Room ventilation 895 0 302 0 13 Internal gains: Occupants ® 230 Appliances/other 1 230 1200 Subtotal (lines 6 to 13) 3740 4894 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 1 25% 35% 0 0 0 3740 942 0 0 0 4894 1720 Total room load Air required (cfm) 4682 350 6614 370 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. Wrightlsoft' 2013 -Aug -2008:42.25 P. Right-SuiteO Universal 2012 12.1.08 RSU07440 Page 2 C:\HVAC%eWork File1RO813297 - Deming%RO813297.rup Calc = MJS House Front faces: W J oZ ti end FORM 405-10 LA]Y, Q d FLORIDA ENERGY EFFICIENCY CODE FOR BUILDrNGICOtNSTRU.CTION Florida Department of Business and Professional Regulation - ResldentlalNrformanee Method Project Name: R0813297 Builder Name: Street: 101 E 10th St Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771- Permit Number: Owner. Deming Jurisdiction: 691500 Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (705.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 705.50 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 1 d. N/A R= ft: 10. Ceiling Types (403.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 403.00 ft 6. Conditioned floor area above grade (fl') 403 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(66.7 sgft.) Description Area a. U -Factor: Dbl, U=0.56 66.67 W SHGC: SHGC=0.35 b. U -Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 12.0 SEER:13.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A it' a. Electric Heat Pump 12.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 1.250 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (403.0 sgft.) Insulation Area EF: 0.970 a. Floor over Garage R=19.0 403.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.165 Total Proposed Modified Loads: 13.97 PASSTotalStandardReferenceLoads: 20.98 1 hereby certify that the plans and specifications covered by Review of the plans and 4THE Sr4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance the Florida Energy Code. with PREPARED BY: Before construction is completed a 0 DATE: 08-20-13 this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1, with the Florida Energy Code. COD tNE J OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes201046ection 405.4.1 Compliant Software Page 1 of 5 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: R0813297 User Deming 1 City of Sanford 691500 Single-family New (From Plans) Bedrooms: 1 Conditioned Area: 403 Total Stones: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision- PlatBook: Street: County: City, State, Zip: Street Address 101 E 10th St Seminole Sanford , FL, 32771- CLIMATE J Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 403 3425.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Bonus Rm 403 3425.5 Yes 1 1 1 Yes Yes Yes FLOORS Floor Type Space R -Value Area Tile Wood Carpet 1 Floor over Garage Bonus Rm 403 ft' 19 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 451 fP 0 ft' Medium 0.65 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 403 ft' N N CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Bonus Rm 30 403 R' 0.11 Wood 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Omt-To Wall_T.ype 1 N Exterior Frame - Wood 2 W Exterior Frame - Wood 3 S Exterior Frame - Wood 4 E Exterior Frame - Wood SCavity Width Height Sheathing Framing Solar Below pace Value -Et -In -Et -In Area-R_Value-Fraction-Absor._Grade%_ Bonus Rm 19 26 8 6 221.0 ft' 0.23 0.03 0 Bonus Rm 19 15 6 8 6 131.8 ft' 0.23 0.03 0 Bonus Rm 19 26 8 6 221.0 ft' 0.23 0.03 0 Bonus Rm 19 15 6 8 6 131.8 ft' 0.23 0.03 0 DOORS Ornt Door Type Space Storms U -Value Width Height Ft In Ft In Area 1 N Wood Bonus Rm None 0.2 0.1 0.1 0.1 fN WINDOWS Orientation shown is the entered, Proposed orientation. J # Wall Omt ID Frame Panes Overhang NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 2 3 W 2 Metal Double (Tinted) Yes 0.56 0.35 14.7 It' 1 It 3 in 0 It 5 in Drapes/blinds E 4 Metal Double (Tinted) Yes 0.56 0.35 14.7 ft' 1 It 3 in 0 It 5 in Drapestblinds S 3 Metal Double (Tinted) Yes 0.56 0.35 37.3 ft' 1 h 3 in 0 It 5 in Drapestblinds None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 0 ft' 82 It 8.2 It 19 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 528.53 29.016 54.568 0.3650 9.2577 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts OnvaliElectric Heat Pump None HSPF: 7.7 12 kBtu/hr 1 Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts InvaliCentral Unit None SEER: 13 12 kBtu/hr 360 cfm 0.75 1 Ductless HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 40 gal 120 deg None 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 8/20/2013 8:39 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan HeatinJan Feb X; Feb Mar Mar Apr Apr Ma X Jun May Jun Julri Jul AuIXIAug SepIXI Se Oct Oct Nov Nov Dec Dec Venting [ Janl Feb Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 8/20/2013 8:39 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 101 E 10th St PERMIT #: Sanford, FL, 32771 - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/20/2013 8:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 67 The lower the EnergyPerformance Index, the more efficient the home. 101 E 10th St, Sanford, FL, 32771- 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single -family a. Frame - Wood, Exterior R=19.0 705.50 ft' b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 1 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 403.00 ft' 6. Conditioned floor area (ft') 403 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.56 66.67 ft' 11. Ducts R fts SHGC: SHGC=0.35 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 12.0 SEER:13.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 12.0 HSPF:7.70 Area Weighted Average Overhang Depth: 1.250 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Floor over Garage R=19.0 403.00 ft' a. Electric EF: 0.97 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software W GENERAL NOTES: T. ALL FASTENERS SHALL BE W At[oaDANt[ 14TH THESE DRAwwcs SPECIFIED ANCHOR EMBED To BASE MATERIAL SHALL BE BEYOND WALL FINISH OR Stucco 1 2. OPENINGS. BUC" t BLKIONG FASTENERS MUST BE PROPERLY DESIGNED A INSTALLED 10 TRANSFER WIND LOADS TO THE SE I ONmcTHESENON -IMPACT RATED WINDOW MTCM INSTALLATIONS ARE W ACCORDANCE WITH AND NEER TALC RCOIROICIIS OF THE FLORIDA BUILDING CODE (FOC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED OWNS OR WOOD FRAMING SMALL BE CAPABLE OF O 5. MATE CORROSION CAUSED BY IRC ED 10RE TREEEL TINGSCR CHEMICALSTHAI W THE W000S. 4AlEIALS INCLUDING BUT NOT IDIIED 10 SI[Tl SCREWS. THAT COME INTO CONTACT WITH OTHER DLSSIwLAR AATEDALS SHALL MEET THE REOMM[NTS OF FLORIDA BUILDING CODE CHAPTER 20 0. To THE BEST OF OUR Oak%DGC THE WINDOWS SHOMN HEREIN ARE CERIM A DUALITY ASSURED BY A FLORIDA STATE APPR04D CLRIFICATION/M ENTRY • SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 910-3 FLORIDA BUILD" COMMISSION SPECIFICATIONS WWDDW ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE W ACCORDANCE WHIN THE MANUFACTURER'S OMAun ASSLItMKE SPECIFICATIONS A TESTING REPORTS. 7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOD IF ANY OF THE FDUa" APPLY. 1) THEY ARE INSTALLED WTMWF A BUILDING PERMIT FROM THE APPLICABLE LOCAL BURRING DEPARTMENT 2) IF THEY ARE INSTALLED BF ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH WWODW INSTALLATIONS 3) IF CHANCES RAVE OCCURRED TO THE PRODUM CERTIFICATION EMWn CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED S THE LUST DESIGN PRESSURE SPECIFIED EITHER W THIS DRAWING OR IN THE PRODUCTS CERTIFICATION STALL CONTROL FOR THE INSTALLED WINDOW P. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING Or THE INSTALLED WINDOWS 5 NOT PART OF THIS INSTALLATION CEMICATDN THAI RFSPOIdBILOY SHALL BE THIN Or THE MANUFACTURER k/OR INSTALLER INSTALLATION EVALLWDN IS BASED ON APPLICABLE MAD" STANDARDS ANO/OR INFORIIATDN i RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA WILDWG CODE VERSION CONSIDERED WIN THE EvALIA1DN WAS THAT W FORCE AT THE TIME OF THE CVALLLAtION W THE EVENF OF CODE VERSION CHANCfS/UPDATES OR IN THE MR THAT NEW OR ADDITIONAL TESTING 5 COMPLETED ON TRIC REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE. THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIS FRAME SCREWS 2X4 WOOD FRAME OR BUCK N0. 10 SMMIN. GR. 3 & G=D 55) S OR WOOD SCREW 1 1/4• 3/4' MIN HK A36I/B' TSTEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW full 1/2' MIN. 1/8' THK 6063-i5 ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' C-90 CMU/2500 PSI CONCRETE 1 (1) 1/4' CONCRETE SCREW It 1!A• IY MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 % 1 1/2' SMS 1 3/8' 3/4' MIN. 18 GA. 33 KSI METAL STUD NO 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8' THK A36 STEEL NO 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2* MN 1/8' THK 6063-T5 ALUM NO. 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2' 2) NAILING FIN FASTENERS IN THE WINDOWS STATE APPROVAL INSTALLATION CUPS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO 8 X 1 1/2" SMS 1 3/8' 1/2' MIN 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL MIN OR 3 & G=0.55) 1 } /8 1/2 MIN 1/8' THK A36 STEEL NO 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8' THK 6063 -TS ALUM. NO 8 GR. 5 SELF TAP DRILL SCREW FULL 1/2' CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C S ), ELCO CRETE -FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S ) OR HILTI KWIK-CON II (C S OR S.S ). SEE *FRAME ANCHOR i WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. FOR MAX. FRAME WIDTH, SEE 'ALLOWABLE DESIGN PRESSURE' TABLE ON THIS SHEET 2 1 Al NAL FW1, 2 W m B1 WK J 0. to m2o o0 m Qz00 a 4 EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4' = 1'-0' NAIL FIN MOUNT CONDITION) a 6• MAX DO 2 DO 2 W WN tWK ZIn J 0. In m z VH t 00 2- DK0J a ALLOWABLE DESIGN PRESSURE MAX I MAX. I ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT (+/- PSF) IN ) (IN ) 59 1 40 EDGE DISTANCE MAY BE DECREASED TO 29 6240 37 65 i 35 OPPOSITE CONDITIONS SHOWN ON THIS DRAWING ARE GOVERNED BY INSTALLATION REOUIREMENTS ONLY THE GOVERNING CONDITIONS ON 1/2• IF SCREWS ARE ANGLED 15 TO 20 DEGREES 81 ANY SPECIFIC WINDOW SHALL BE EDGE. 2 FRA ME SCREWS OR IN THE WINDOWS STATE APPROVAL INSTALLATION CUPS OR THAT SHOWN IN THESE I FRAME ANCHOR FlN FASTENER WITHIN SHEET FOR MENTSL 2. OF CORNERS & 5' TO 7' MAX. 0 C. SEE *FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR jREOUIREMENTS. 4 EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4' = 1'-0' NAIL FIN MOUNT CONDITION) a 6• MAX DO 2 DO 2 W WN t WK ZIn J 0. In m z VH t 00 2- DK0J a ALLOWABLE DESIGN PRESSURE MAX I MAX. I ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT (+/- PSF) IN ) (IN ) FOR MAX. FRAME WIDTH, SEE 'ALLOWABLE DESIGN PRESSURE* TABLE ON THIS SHEET 6' MAX AL2 N 2 6' MAX. j 59 1 40 EDGE DISTANCE MAY BE DECREASED TO 29 6240 37 65 i 35 41 77 30 CONDITIONS SHOWN ON THIS DRAWING ARE GOVERNED BY INSTALLATION REOUIREMENTS ONLY THE GOVERNING CONDITIONS ON 1/2• IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE ANY SPECIFIC WINDOW SHALL BE EDGE. THE LESSER SPECIFIED FRA ME SCREWS OR IN THE WINDOWS STATE APPROVAL INSTALLATION CUPS OR THAT SHOWN IN THESE FOR MAX. FRAME WIDTH, SEE 'ALLOWABLE DESIGN PRESSURE* TABLE ON THIS SHEET 6' MAX AL2 N 2 6' MAX. j OPPOSITE 2 2 i FRA ME SCREWS OR INSTALLATION CUPS WHERE SHOWN. SEE FRAME ANCHOR MENTS TABLE• SHEET FOR MENTSL j I EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4' = V-0' FRAME SCREW & INSTALLATION CLIP MOUNT CONDITION) or ANT OTM -RODUS xm — 0 0z zz x DO DO 0 0 i na. z i z0z uj ti T of M oiu. a`:d qx 1D or ANT OTM -RODUS xm — 0 0z zz x DO DO 0 0 i na. z i z0z uj ti T of M SEALANT BY OTHERS FIN FASTENER SUBSTRATE BY OTHERS FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS BEHIND NAIL FIN PER ELEVATION PER 'FRAME ANCHOR (MAY BE PLACED AT THIN OR PER 'FRAME ANCHOR REOUIREMENTS TABLE' THICK SECTION OF FRAME) REQUIREMENTS TABLE' wx rim RPERIMETER 3/8' MAX. i 3/8' MAx. SPACEAT EACH Ar SEALANT BY SEALANT BY OTHERS OTHERSSEAL SPACE WITH WITH LOW EXPANSION ON FOAM AROUND D PERIMETER OF F WINDOW FRAME WINDOW FRAME EXTERIOR EXTERIOR = cv w x x TNT W W 2 I 3/8' MAX. SPACE —{ II— FRAME WIDTH ow. n MED n a+ SUBSTRATE BY THERS PER SEAL SPACE WITH 3 FRAME LOW EXPANSION ANCHOR 3;= FOAM AROUND L2EOUIREMENTSPERIMETEROf FABLE' 2 WINDOW FRAME FIN FASTENER PER ELEVATION SEALANT BY OTHERS BEHIND NAIL FIN _ 2 _ EXTERIOR SEALANT BY p z OTHERS z F N o0 3 4d oo SECTION B, S Z s SCALE: I/2 full 2 Z c NAIL FIN MOUNT CONDITION) q g PERI+ RER OF PERI RER OF ... ....•...... 7• d PERIMETER OF PERIMETER OF Win ip1WINDOWFRAMEWINDOWFRAMESUBSTRATEBYSEALSPACEWITHV V OTHERS PER LOW EXPANSION ~ FRAME FOAM AROUND u ANCHOR PERIMETER OF 2SEALANTBYSEALANTBYREQUIREMENTSt WINDOW FRAME I OTHERS OTHERS TABLE' z z coo L 3/8' MAX SHIM •' 3/8' MAX. SHIM z to w w•' - I i•', FRAME SCREW I, t (AS RED -D) AT EACH ANCHOR PER ELEVATION i lex SEALANT BY OTHERS FIN FASTENER SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS FRAME SCREW a p R BEHIND NAIL FIN PER ELEVATION PER 'FRAME ANCHOR PER 'FRAME ANCHOR PER ELEVATION N a ^NN $ REQUIREMENTS TABLE' REQUIREMENTS TABLE' ? z ^ SECTION A, SECTION — a o SCALE: 1/2 FULL 2 SCALE. 1/2 FULL EXTERIOR i o. 3/ NAIL FlN MOUNT CONDITION) SEALANT BYFRAMESCREWMOUNTSHOWN. SEE DETAILS ON SHEET 3 FOR DIRECT OTHERS . '•....& MOUNT & CLIP MOUNT DETAILS r SECTION 182 c^ z S. s o SCALE: 1/2 FULL 2 : } i FRAME SCREW MOUNT SHOW SEE' DETAILS ON SHEET 3 FOR D;rMOUNT & CUP MOUNT DETA 12 1 T No of 3 SEALANT BY— OTHERS INSTALLATION EXTERIOR CLIP o R N0. B X 5/8' SCREW (1 PER W CUP, NOT RED D AT SILL) c EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME INSTALLATION CLIP DETAIL ` HEAD SECTION SHOWN: SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 0.024 I - — 1.703 --I 1.472 1.903 0.0240.024 O2 NAIL E][4 1.539 ( 3003 H-14 ALUMINUM) I O1 DRIP CAP NAIL F1N 3003 H-14 ALUMINUM) 6.187 TO 8.187 SUBSTRATE BY OTHERS CONTINUOUS WOOD MEMBER LESS IN THICKNESS PER 'FRAME ANCHOR THAN A 2X- BUCK TO BE MIN. 3 1/2" DEEP REQUIREMENTS TABLE" (NOT REOUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS l FRAME SCREW PER ELEVATION & FRAME ANCHOR REOUIREMENTS EXTERIOR TABLE" (MAY BE PLACED AT THIN D OR THICK SECTION OF FRAME) OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN: SILL & SIDES ARE INSTALLED THE SAME) 0 0 0 0o o O o 0 0 ci 1.875 0 0 0 0 o O FRAME INSTALLATION CUP 50 KSI STEELI 0.052 K INSTALLATION CLIP SCREW PER 'FRAME SUBSTRATE BY OTHERS FRAME ANCHOR REOUIREME14TS TABLE' (2 PER CUP ANGLED 15 70 20 DEGREES IF NECESSARYPERANCHOR REQUIREMENTS TABLE' WHEN INTO WOOD TO MEET EDGE DISTANCE REOUIREMENTS) i• 3/8' MAX. t.,. SHIM AT CUP SEALANT BY— OTHERS INSTALLATION EXTERIOR CLIP o R N0. B X 5/8' SCREW (1 PER W CUP, NOT RED D AT SILL) c EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME INSTALLATION CLIP DETAIL ` HEAD SECTION SHOWN: SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 0.024 I - — 1.703 --I 1.472 1.903 0.0240.024 O2 NAIL E][4 1.539 ( 3003 H-14 ALUMINUM) I O1 DRIP CAP NAIL F1N 3003 H-14 ALUMINUM) 6.187 TO 8.187 SUBSTRATE BY OTHERS CONTINUOUS WOOD MEMBER LESS IN THICKNESS PER 'FRAME ANCHOR THAN A 2X- BUCK TO BE MIN. 3 1/2" DEEP REQUIREMENTS TABLE" (NOT REOUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS l FRAME SCREW PER ELEVATION & FRAME ANCHOR REOUIREMENTS EXTERIOR TABLE" (MAY BE PLACED AT THIN D OR THICK SECTION OF FRAME) OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN: SILL & SIDES ARE INSTALLED THE SAME) 0 0 0 0o o O o 0 0 ci 1.875 0 0 0 0 o O FRAME INSTALLATION CUP 50 KSI STEELI 0.052 K NER&I NOTES 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECFICD ANCHOR EMBED TO BASE LAlE1TAl SHALL BE BEYOND WALL FAMISH ORstucco 2. OPEARiGS, B"WwC & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & OISTALLLD TD TRANSFER wwo !DADS 10 THE STRUCTURE3. THESE NON -IMPACT RATED DOOR SYSTEM WAUA706 ARE IN ACCORDANCE 101111 AND MEET THE REOUIREUCNTS OF THE FLORIDA BUILDING CODE (FBC) 4. ALL ANCHORS SECURING DOOR FRAME 10 PRCSSURE TREATED BUCKS OR WOOD fRAHONG % BE CAPA3LE OF RESISTING CORROSION CAUSED BY THEPRESSUREODTREATINGCHEMICALSINTHEWO S MATERMLS. wCWDING BUT N01 UUTIEO IO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSD" MATERWS SHALL MEET THE REOMREHIENTSOFFLORIDABUNDNGCODECHAPIER20 S 10 IHC BEST OF OUR KNOWLEDGE. THE ODORS SHOWN MUMN ARE CERTIFIED or OLLWIY ASSURED BY A FLORIDA STATE AMOVED CERTIFICATION/OAENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE SIN -3 FLORIDA FORDING COMMISSION SPECIFICATIONS DOOR ASSEMBLY IS NOT PART OFTHISDRAWINGANDSHALLBEINACCORDANCEWITHTHEMANUFACTURMDUALITYASSURANCESPECIFICATIONS & TESTING REPORTS 7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) THEY ARE INSTALLED WITHOLIT A BUILDINGPERMITFROMTHEAPPLICABLELOCALBINDINGDEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE ODER THAN A LICENSED CONTRACTOR D(PERENCED WITHDOORINSTALLATIONS. 3) IF CHANGES NkVE OCCUPIED TD THE PRODUCTS CERRFICATIDN CNDTYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS 10 BEINCORP.CCI OR II4CONS6TENT WITH WHAT HAS BEEN TESTED THE LEAST DESIGN PRESSURE SPECIFIED EVER IN THIS DRAWING OR IN 114E PRODUCTS CERTIFICATION SHALL COMM FOR THE INSTALLED DOOR. 9. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WA1CR PROOFING OF THE INSTALLED DOORS 6 NOT PART OF THIS INSTALLATION CERDFlGigNTHATRESPONSIBIUYSHALLBETHATOFINEMANUFACTURER &/OR INSTALLER. FRAME ANCHOR REQUIREMENTS TABLE NO. 8 X 1 1/2' SMS OPENING TYPE SUBSTRATE) FRAME/CUP/HINGE/STRIKETO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. aFULLl/2- FRAME SCREWS NO. 8 GR. 5 SELF TAP/DRILL SCREWMIN. BRICKMOLD AND THEIR 3) MRI. 2X_ WOOD FRAME OR BUCK MIN. OR 3 & G=0 55) NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4' MIN. 18 GA 33 KSI METAL STUD NO. 10 OR. 5 SEL' TAP DRILL SCREW FULL 1/2" MIN. 1/8' THK A36 STEEL NO. 10 GR. 5 SEL" TAP DRILL SCREW FULL 1/2" MIN 1/8" INK 6063-15 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" C-90 CMU/2500 PSI CONCRETE 1) 1/4- CONCRETE SCREW 1 1/4- 2' 2) INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION) MIN. 2X4 WOOD FRAME OR BUCK B (2) N/AN0. B X 1 1/2' SMS 1 3MINGR. 3 & G=0.55) / MIN. 1/8' INK A36 STEEL NO. 8 GR. 5 SELF TAP ORILL SCREW I FULL (2) N/A MIN. 1/8- INK 6063-T5 ALUM. NO. 8 OR. 5 SELF TAP/DRILL SCREW I FULL 0) N/A MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) CONCRETE NO. 8 X 1 1/2' SMS MIN. 18 GA 33 KSI METAL STUD NO. 8 GR. 5 SELF TAP/DRILL SCREWMIN. A aFULLl/2- 1/B" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREWMIN. BRICKMOLD AND THEIR z :u 1/8" THK 6063-75 ALUM. NO. 8 GR. 5 SELF TAP RILL SCREW 6b HINGE & SINGLE DOOR STRIKE SCREWS A SUBSTITUTE FOR 3) MIN. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 SMS OR WOOD SCREW 1 1/4' 3/4' MIN. 18 GA 33 KSI METAL STUD NO. 8 OR. 5 SEL' TAP DRILL SCREW FULL 1/2' MIN 1/8" THK A36 STEEL NO. 8 OR. 5 SEL' TAP DRILL SCREW FULL 1/2" MIN. 1/8' INK 6063-T5 ALUM. NO. 8 OR 5 SELF TAP DRILL SCREW FULL I/2' C-90 CMU/2500 PSI CONCRETE 1) 3/16' CONCRETE SCREW 1 1/4- 2' DOUBLE DOOR STRIKE SCREWS 3) MIN. 2X_ WOOD FRAME OR BUCK MIN GR. 3 & G=0.55) NO 12 SMS OR WOOD SCREW t/t' 3/4" MIN. 18 GA 33 KSI METAL STUD NO 12 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8" INK A36 STEEL NO. 12 OR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN 1/B' INK 6063 -TS ALUM. NO 12 CR. 5 SELF TAP/DRILL SCREW FIT 1 Y1/2- CONCRETE SCREWS SHALL BE ELCO ULTRACONS. ELCO CRETE -FLEX. OW RAMSET/RED HEM TAPCONS OR HILTI KWIK-CON 11 (HARDENED STEEL OR S.S.). STANDARD BENT CUP INSTALLATION SCREWS SHALL BE POSITIONED WITHIN 1/4' OF THE BUCK/SUBSTRATE EDGE AND. IF INTO WOOD. ANGLED 20 TO 30 DEGREES INTO THE BUCK. 2X_ BUCKS SHALL BE OF A MINIMUM DEPTH REOUIRED TO MEET ANCHOR EDGE DISTANCE REOUIREMENTS BUT NO LESS THAN 4 1/2' (2x4). HINGE REQUIREMENTS MAX FRAME oUANT1TY HEIGHT PER PANEL OVER 85 7/i6" 4 85 7 16" 3 NOTE: ALL ELEVATIONS SHOWN HERE -IN ARE FOR USE IN DETAILING THE INSTALLATION OF THE DOORS ONLY. TYPE. SHAPE & CONDITIONS RELATIVE TO THE DOOR PANELS DOOR FRAMES SHALL BE GOVERNED BY THE DOORS PRODUCT APPROVAL & SHALL BE AS CERTIFIED BY THE APPLICABLE CERTIFICATION ENTITY. EDGE DISTANCE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. 6' MAX. ALTERNATE ANCHOR/SUBSrRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) MAX. FRAME WIDTH IMEY LN U PER FLORIDA APPROVAL tag N.T.E. 44 1/47 18' MAX. O.0 6' MAX. A 5 I EXTERIOR ELEVATION: INGLE DOOR WITH DEADBOLT LOCKING SYTEM SCALE: 3/4' = 1'-0" ALLOWABLE DESIGN PRESSURE USED IN TESTING WITH THIS PRODUCT. SEE FLORIDA APPR INSTALLATION EVALUATION 6 BASED ON APPLICABLE ANCNOR STANDARDS AND/OR DNORIuIION & RESULTS FROM APPLICABLE TEST REPORTS THE RORIOA BURRING CODE VERSION CONSIDERED WON ME EVALUATION WAS THAT IN FORCE AT THE DME OF THE EVALUATION IN THE EVENT OF CODE VERSION 0IANG6/UPOATES OR IN THE EVENT THAI NEW OR ADDITIONAL IES7ING 6 COMPLMED ON THE REFOIENCED PROOLI.•I. PRIOR TO STATING CODE COMPLIANCE WITH DIE STATE, THE iANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENS OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE MEN CURRENT TESTING. CODE AND APPLICABLE STANDARDS, MAY NDI Q USCD FDR THE ASSEMKI TION OF yM 07WA PRODUCT MOR MAY THIS ANCHOR IS ONLY REOUIRED WHEN FRAME WIDTH EXCEEDS 38 1/4 - FRAME SCREWS OR 1 INSTALLATION CUPS WHERE SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). 1iVSTRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE -FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REOUIREMENTS LATCH & DEM BOLT STRIKES). I I I D s A i NAIL F,N OR C) •;J Q,Y BRICKMOLD AND THEIR z :u 0 ANCHORS IS OPTIONAL 6b SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. NAIL FIN OR BRICKMOLD MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS O HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE -FRAME ANCHOR REOUIREMENTS TABLE' ON THIS SHEET FOR SCREW \ REOUIREMENTS. B1 2 5 5 EXTERIOR ELEVATION: INGLE DOOR WITH DEADBOLT LOCKING SYTEM SCALE: 3/4' = 1'-0" ALLOWABLE DESIGN PRESSURE USED IN TESTING WITH THIS PRODUCT. SEE FLORIDA APPR INSTALLATION EVALUATION 6 BASED ON APPLICABLE ANCNOR STANDARDS AND/OR DNORIuIION & RESULTS FROM APPLICABLE TEST REPORTS THE RORIOA BURRING CODE VERSION CONSIDERED WON ME EVALUATION WAS THAT IN FORCE AT THE DME OF THE EVALUATION IN THE EVENT OF CODE VERSION 0IANG6/UPOATES OR IN THE EVENT THAI NEW OR ADDITIONAL IES7ING 6 COMPLMED ON THE REFOIENCED PROOLI.•I. PRIOR TO STATING CODE COMPLIANCE WITH DIE STATE, THE iANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENS OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE MEN CURRENT TESTING. CODE AND APPLICABLE STANDARDS, MAY NDI Q USCD FDR THE ASSEMKI TION OF yM 07WA PRODUCT MOR MAY THIS ANCHOR IS ONLY REOUIRED WHEN FRAME WIDTH EXCEEDS 38 1/4 - FRAME SCREWS OR 1 INSTALLATION CUPS WHERE SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). 1i VSTRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE -FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REOUIREMENTS LATCH & DEM BOLT STRIKES). I I I w 0.o z Fno F x+010 Q W cy O fY O COW d In u) m1` p Zg N a ,0I 7t3 g es aw0. to w,y a La Y® MH I co 0 MO zmUZW dZ -z LS ER 413 iq k1 ao z" 3J y X31 z $ 2 ^s s' 0 834) SHEET No I of Ar cc:v A Z O3 'y C) •;J Q,Y w YC: a _ a_: z :u 0 6b T1* PvIrj w 0.o z Fno F x+010 Q W cy O fY O COW d In u) m1` p Zg N a ,0I 7t3 g es aw0. to w,y a La Y® MH I co 0 MO zmUZW dZ -z LS ER 413 iq k1 ao z" 3J y X31 z $ 2 ^s s' 0 834) SHEET No I of UAY CAeUP WlnTW EXTERIOR ELEVATION: SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM SCALE: 3/4' = V-0' ALLOWABLE DESIGN PRESSURE SINGLE DOOR) SEE FLORIDA APPROVAL 5' MAX. 6' MAX. FRAME SCREWS OR INSTALLATION CLIPS 6' MAX. WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR CREQUIREMENTSCLIPSv ARE NOT APPLICABLE PER FLORIDA APPROVAL N.T.E 44 1/4') 6' MAX. 18' MAX. OC. ---- C. THIS THIS ANCHOR IS STRIKE SCREWS INTO ONLY REQUIRED A WHEN FRAME SUBSTRATE (1 PER WIDTH EXCEEDS 3B 1/4' em STRIKE PLATE). SEE 5 XT 6' MAX. I BRICKMOLD AND THEIR FRAME ANCHOR I I REQUIREMENTS TABLE' I I D5v SCREW REQUIREMENTS 5 I• LATCH do DEAD BOLT I n NAIL FIN OR o 4 We F BRICKMOLD AND THEIR x w x rn F I• ANCHORS IS OPTIONAL SPECIFIED NAIL FIN I i. k SHALL NOT ACT AS r I• I A SUBSTITUTE FOR I THE FRAME ANCHORS I SPECIFIED NAIL FIN REQUIRED BY OPENING OR BRICKMOLD MAY BE REMOVED WHEN CONDITIONS 0. Uo REQUIRED BY OPENING I CONDITIONS I o I I I Io uo I• I W w SUBSTRATE (1 PER FRAME HINGE SCREW INTO I• x I I, SUBSTRATE (1 PER 4 HINGE). SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEETTABLSHEET1 FOR SCREWON I REQUIREMENTS. I B1 2 6' MAX. 5 5 EXTERIOR ELEVATION: SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM SCALE: 3/4' = V-0' ALLOWABLE DESIGN PRESSURE SINGLE DOOR) SEE FLORIDA APPROVAL 5' MAX. 6' MAX. FRAME SCREWS OR INSTALLATION CLIPS 6' MAX. WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR CREQUIREMENTSCLIPSv ARE NOT APPLICABLE 5 I AT SILL). STRIKE SCREWS INTO m A I SUBSTRATE (1 PER r STRIKE PLATE). SEE BRICKMOLD AND THEIR FRAME ANCHOR REQUIREMENTS TABLE' ANCHORS IS OPTIONAL ON SHEET 1 FOR k SHALL NOT ACT AS SCREW REQUIREMENTS a Uo LATCH do DEAD BOLT A SUBSTITUTE FOR STRIKES) I' o 4 We F x w x F I• SPECIFIED NAIL FIN i. I• I I• 6' MAX. MAX FRAME WIDTH PER FLORIDA APPROVAL N T E. 87 5/8') 18' MAX. O.C. STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE). I 6' I 6' I 18• A MAX. O.C. 5 It ____TT. STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE WITH STANDARD SILL: 1 PER STRIKE WITH AOA SILL) SEE -FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE). EXTERIOR ELEVATION: DOUBLE DOORS SCALE. 3/4' = 1' -0 - ALLOWABLE DESIGN PRESSURE DOUBLE DOOR) SEE FLORIDA APPROVAL 6' MAX. i FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). I I I 20 tj0, rWN 0O 0 IL In 1 IXO Z<N U 10 3SaI N W -0. CL D SHCE1 HO. w 6 s A c NAJLFIN N BRICKMOLD AND THEIR ANCHORS IS OPTIONAL k SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED NAIL FIN OR BRICKMOLD MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS HINGE SCREW INTO SUBSTRATE (1 PER FRAMEHINGE). SEE ANCHOR REQUIREMENTS TABLE' ON SHEET FOR SCREW \ REQUIREMENTS. B1 2 S S STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE WITH STANDARD SILL: 1 PER STRIKE WITH AOA SILL) SEE -FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE). EXTERIOR ELEVATION: DOUBLE DOORS SCALE. 3/4' = 1' -0 - ALLOWABLE DESIGN PRESSURE DOUBLE DOOR) SEE FLORIDA APPROVAL 6' MAX. i FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). I I I 20 tj0, rWN 0O 0 IL In 1 IXO Z<N U 10 3SaI N W -0. CL D SHCE1 HO. w 6 s MAX OVERALL FRAME WIDTH PER FLORIDA APPROVAL NTE. 76 3/4") 44 1/4" MAX. DOOR FRAME WIDTH 3'3 3"3" 6" MAX. 18" MAX. 0 C. THIS ANCHOR IS ONLY REOUIRED WHEN FRAME WIDTH EXCEEDS 381/4-- - 5._-- 7=7 v EXTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS SCALE: 3/4" = 1'-0' ALLOWABLE DESIGN PRESSURE SINGLE DOOR WITH SIDEUGHTS) SEE FLORIDA APPROVAL 6' MAX. _ : 3 FRAME SCREWS OR 4 FRAME SCREWS OR INSTALLATION CLIPS z WHERE SHOWN AT WHERE SHOWN. SEE MULLION ENDS SEE FRAME ANCHOR FRAME ANCHOR REQUIREMENTS TABLE" REQUIREMENTS TABLE" I ON THIS SHEET FOR wN ON SHEET I FOR s REQUIREMENTS (CUPS 7d REQUIREMENTS. I ARE NOT APPLICABLE ao p AT SILL). W F cc oo aW u i i m O abaU gyov a oa,o FIN ORBRICKMOLD AND THEIR W.NAIL 2aANCHORS BI 2 IS OPTIONAL SHALL NOTVA LOULOU& 5 5 EXTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS SCALE: 3/4" = 1'-0' ALLOWABLE DESIGN PRESSURE SINGLE DOOR WITH SIDEUGHTS) SEE FLORIDA APPROVAL 6' MAX. _ : 3 FRAME SCREWS OR INSTALLATION CLIPS z WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" I ON THIS SHEET FOR wN s REQUIREMENTS (CUPS 7d I ARE NOT APPLICABLE ao p AT SILL). W F cc oo aW u i i m O abaU gyov a oa,o FIN ORBRICKMOLD AND THEIR W.NAIL 2aANCHORSISOPTIONAL SHALL NOTVA LOULOU& ACT AS SUBSTITUTE FOR THE waaFRAMEANCHORS T a, SPECIFIED. NAIL FIN OR BRICKMOLD MAY BE C imCDi REMOVED WHEN I REOUIRED BY OPENING xc 0 Eco 0 bi z„ I CONDITIONS Z off^ I Wo I 15 U0 oz! I 33ai tittEf{111/!7 4 co OF III 111 I SEE FL10354 FOR WINDOW APPROVAL & I I III I REOUIREMENTS AROUND WINDOW m ii iil I I I I III III I I•III III•I 3 j Iib pd1 l 3' LL----------------------- 3" IWsim1w SIMUR I i x I OPaosat I J I W fio cl Iv n o I Is o I I io I' Q I I I I. I I I I I I I 81 2 5 5 6' MAX 6MAX. 33 33 l3 3 3q 3 44 1/4" MAX. DOOR FRAME WIDTH MAX OVERALL FRAME WIDTH PER FLORIDA APPROVAL N.T.E. 76 3/4") FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN AT MULLION ENDS SEE FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REOUIREMENTS. NAIL FIN OR BRICKMOLD AND THEIR ANCHORS IS OPTIONAL SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. NAIL FIN OR BRICKMOLD MAY BE REMOVED WHEN REOUIRED BY OPENING CONDITIONS FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REOUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL) 6' MAX. EXTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS & TRANSOM THIS ELEVATION IS APPLICABLE TO CLAD FRAME DOORS ONLY) SCALE- 3/4' = 1'-0" ALLOWABLE DESIGN PRESSURE SINGLE DOOR WITH SIDELIGHTS & TRANSOM) SEE FLORIDA APPROVAL s am i adow1 ws z cf;; wd nz J A A 0 N SUBSTRATE BY OTHERS PER STRIKE SCREW FRAME ANCHOR REQUIREMENTS PER ELEVATION TABLE' By OTHERS FRAME SCREW PER ELEVATION EACH 3/8' MAX. SHIM AT CH ANCHOR SEAL SPACE WITH L EXPANSION FOAM EXTERIOR AROUND PERIMETERI1OFDOORFRAME SECTION (12) SCALE: 1/2 FULL FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 FOR DIRECT MOUNT & CUP MOUNT DETAILS. EXTERIOR SEALANT BY OTHERS I . j4l MAX. STRIKE SCREW PER SHIM OR GROUT ELEVATION SUBSTRATE BY OTHERS FRAME/SILL SCREW m—r —C.Ao PER ELEVATION 3/8' MAX. SHIM 3/8' MAX. SHIM AT EACH ANCHOR FRAME WIDTH AT EACH ANCHOR SEAL SPACE WITH LOW FRAME SCR EXPANSION FOAM AROUNDEW PERIMETER OF DOOR FRAME FRAME SCREW PER ELEVATION PER ELEVATION SUBSTRATE BY SUBSTRATE BY OTHERS PER OTHERS PER FRAME ANCHOR 'FRAME ANCHOR REOUIREMENTS REOUIREMENTS TABLE' TABLE* HINGE SCREW STRIKE SCREW PER ELEVATION PER ELEVATION EXTERIOR EXTERIOR SEALANT BY OTHERS SEALANT BY OTHERS SECTION DCTIONSECTION SCALE: 1/2 FULL k 5 SCALE: 1/2 FULL 5 IFRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 FOR DIRECT MOUNT & CLIP MOUNT NAIL FIN & BRICKMOLD IS NOT SHOWN 1 BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. ICLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. EXTERIOR = SEALANT By OTHERS REOUIREMENTS TABLE* SECTION SUBSTRATE BY OTHERSSCALE: 1/2 FULL 1/4' MAX. 0 SHIM OR GROUTPER 'FRAME ANCHOR ......... Y/ STANDARD SILL) LREOUIREMENTSTABLE' U) STRIKE SCREW FRAME/SILL SCREW m co 0 ot FRAME SCREW MOUNT SHOWN. SEE PER ELEVATION PER ELEVATION W -k DETAILS ON SHEET 6 FOR DIRECT SECTION !B2) MOUNT DETAIL ( 5 6 4zl a SCALE: 1/2 FULL z ADA SILL) FRAME SCREW MOUNT SHOWN. SEE ito"% DETAILS ON SHEET 6 FOR DIRECT MOUNT DETAIL z ro) 110c CL OLo ix Z<— i—clo odtCLIo IL 06 21 ZCD mo W 1>2 Z Zvi0 55 uzLn 0 83a1 5 or 6 EXTERIOR EXTERIOR SEALANT BY OTHERS SEALANT BY OTHERS SECTION DCTIONSECTION SCALE: 1/2 FULL k 5 SCALE: 1/2 FULL 5 IFRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 6 FOR DIRECT MOUNT & CLIP MOUNT NAIL FIN & BRICKMOLD IS NOT SHOWN 1 BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. ICLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. EXTERIOR = SEALANT By OTHERS REOUIREMENTS TABLE* SECTION SUBSTRATE BY OTHERSSCALE: 1/2 FULL 1/4' MAX. 0 SHIM OR GROUTPER 'FRAME ANCHOR ......... Y/ STANDARD SILL) LREOUIREMENTSTABLE' U) STRIKE SCREW FRAME/SILL SCREW m co 0 ot FRAME SCREW MOUNT SHOWN. SEE PER ELEVATION PER ELEVATION W -k DETAILS ON SHEET 6 FOR DIRECT SECTION !B2) MOUNT DETAIL ( 5 6 4zl a SCALE: 1/2 FULL z ADA SILL) FRAME SCREW MOUNT SHOWN. SEE ito"% DETAILS ON SHEET 6 FOR DIRECT MOUNT DETAIL z ro) 110c CL OLo ix Z<— i—clo odtCLIo IL 06 21 ZCD mo W 1>2 Z Zvi0 55 uzLn 0 83a1 5 or 6 REOUIREMENTS TABLE* SECTION SUBSTRATE BY OTHERSSCALE: 1/2 FULL 1/4' MAX. 0 SHIM OR GROUTPER 'FRAME ANCHOR ......... Y/ STANDARD SILL) LREOUIREMENTSTABLE' U) STRIKE SCREW FRAME/SILL SCREW m co 0 ot FRAME SCREW MOUNT SHOWN. SEE PER ELEVATION PER ELEVATION W -k DETAILS ON SHEET 6 FOR DIRECT SECTION !B2) MOUNT DETAIL ( 5 6 4zl a SCALE: 1/2 FULL z ADA SILL) FRAME SCREW MOUNT SHOWN. SEE ito"% DETAILS ON SHEET 6 FOR DIRECT MOUNT DETAIL z ro) 110c CL OLo ix Z<— i—clo odtCLIo IL 06 21 ZCD mo W 1>2 Z Zvi0 55 uzLn 0 83a1 5 or 6 STRIKE OR HINGE INSTALLATION CLIP SCREW PER STRIKE OR HINGE SCREW PER ELEVATION FRAME ANCHOR REQUIREMENTS SCREW PER ELEVATION INSTALLATION CUP SCREW PER 'FRAME SUBSTRATE BY OTHERS PER TABLE" (2 PER CLIP). ANGLE SUBSTRATE BY OTHERS PER ANCHOR REQUIREMENTS TABLE' (2 PER CLIP ANGLED 15 TO 20 DEGREES IFFRAMEANCHORREQUIREMENTSSCREW20-30' WHEN INTO WOOD FRAME ANCHOR REOUIREMENTS NECESSARY TO MEET EDGE DISTANCETABLE' SUBSTRATE. TABLE' REQUIREMENTS) 3/8' MAX. r 1 J F W I SHIM AT CUP 1 ALTERNATE INSTALLATION CLIP DETAIL Z:g Np - HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME mGo 0 < .,u1INSTALLATIONCLIPSDONOTAPPLYATSILL) 1,4' MAX. o g 3 cFORFORDETAILNOTSHOWN. SEE OTHER SECTIONS) 3/8' MAX. ow to wee I SHIM AT CUP NO 8 X 3/4" SCREW (2 PER CLIP) SEAL SPACE WITH L EXPANSION FOAM EXTERIOR AROUND PERIMETER OF DOOR FRAME STANDARD INSTALLATION CLIP DETAIL HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME INSTALLATION CUPS DO NOT APPLY AT SILL) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 4 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS EXTERIOR r SEALANY BY , Z OTHERS INSTALLATION c CLIP z NO. 8 X 3/4' zo i i SCREW (2 PER CUP) g SEAL SPACE WITH LOW EXPANSION FOAM W otEXTERIORAROUNDPERIMETERaa z OF DOOR FRAME F W I a iALTERNATEINSTALLATIONCLIPDETAILWZ:g Np - HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME m Go 0 < .,u1INSTALLATIONCLIPSDONOTAPPLYATSILL) o g 3 cFORFORDETAILNOTSHOWN. SEE OTHER SECTIONS) ow to wee 6.187 TO 8.187 STRIKE OR HINGE SCREW PER ELEVATION & FRAME ANCHOR o 0 0 0 0 REOUIREMENTS TABLE' o O o 0 0 1 875 SUBSTRATE BY OTHERSSUBSTRATE FRAME ANCHOR o 0 0 0 0 REQUIREMENTS TABLE' — BENT PORTION OF CLIP MAY BE SNIPPED OFF 0.052 J IF REO'D FOR PLACEMENT TO DOOR FRAME. I Oj FRAME INSTALLATION CUP 50 KSI STEEL) FRAME SCREW PER ELEVATION & "FRAME ANCHOR REOUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) r NAIL FIN & BRICKMOLD IS NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. CLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. n1u rrr G4` vo'`,, ilz co o €fix a g S zz U 3U 01 or 6 Application For a Certificate of Appropriateness i City of Sanford Historic Preservation Board 1877--P.O. Box 1788 Sanford. Florida 32772-1788 Phone: 407.688.5145 Fax: 407.688.5141 Email: wwwsanfordllgov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double permit fees. I. General Information Downtown Commercial Historic District D Residential Historic District Is this a retroactive request? 0 Yes No Is this application filed in response to a Notice of Violation from the Cod nforcement Department? D Yes No Property Address: I0 I P—+ InT#, Property Owner Information Print Name: Mailing Ad( Phone: 4 Signature: _ Applicant/A _ Print Name: Mailing Address: Phone: Signature: Fax: I certify that all information contains Applicant/Owner Signature: U Would you like to receive emails Email: is true and accurate to the best of my knowledge. Historic Preservation and Community Planning within your community? 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: 0 North 0 South 0 East D West D Site Improvements/Driveway/Walkway 0 Storage Shed 0 Replacement Siding/Floor/Porch 0 Replacement Windows or Doors D Underskirting 0 Signs/Awnings New Construction/Additions fl Paint fl Fences/Gates/Pergolas 0 Roofs/Gutters/Downspouts 0 AC/Mechanical 0 Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. ev,y,IL C_ i >, 2 --CAI- 1411 -&Z -V G AYW 1—` uv/T1$ 12-'X /4 l SERIES 5300/5600 the doorto quality True carriag-e house style doesn't IMN-C to be c0ntplcs. A durable, tnairrtenance4ree steel exterior, overlaid u it'll poly accent barrens create. the tinwless look of the 5 300 and 5600 Series frrmr C.1-1.1. Overhead Doors. A durable steel have section pr(wides tic ti undation four an addition to your home that will last for years W come. This door just hclps to prove that sontetinx°s the best thltlas it) life are ,iinple. PRE -FINISHED STEEL CARRIAGE HOUSE DOORS 490-0-- FO—VEOVE R H EAD DOORS residential I commercial I rolling steel doors chiohd.corn FEATURES DOOR DESIGNS Accent battens are laminated to the steel sections with high performance adhesives. g I II I IN Imilml IN The sections are then factory finished in white, almond or sandstone. Almond orI i' i I 1 sandstone doors are also available with white accent battens for a two-tone design t0 steel thermally -broken Glazing options include plain, tinted, obscure, glue chip pattern, and seeded; I II I I i II ISI available in the top two sections of door I I I I I in I i1 liw,i Faux windows are an option with the background color always being black and 30 can be combined with all window section options is M11 Imilml IN Series 5300 are 2" thick CFC free polystyrene insulated base sections IVEM 1=11M Series 5600 are 2" thick CFC free polyurethane insulated thermally -broken base sections 10A 2-7/16" total section thickness I'I !' Wood -grained steel interior, pre -finished in white IN One set of spade decorative hardware is standard for all doors. Optional D Barcelona or Wrought Iron designs replicate an old-world look Concealed steel plates run continuously from top to bottom of each section for fastening hardware, IQ I Series 5300 R -value -10.29 Fm Series 5600 R -value' -17.54 11177'11+11' T -value testing is in accordance mth 0519 standardsASTM X11 1 11 Note: Fallow manufacturers recommendations for surface preparation for field painting applications. 1 11 II Il• I_II_II_II. C.HJ. Overhead nears is pleased to use DOWinsuhtion prudrrcts in our urthaue core garage doors. I II IHI•lll O V E R H E A D D O O R f im1485 Sunrise r'uve I Ai hw. Illur;rs 619111 www.ch,ohd.com the door to quality 5300 Series. Utilizes a steel base sandwich section with a polystyrene core. 2.2 PC DESIGNER LITES k, PLAIN TINTEYIP EXTERNAL HARDWARE SPADE WROUGHT IRON COLOR SELECTIONS I iII'- 4 PC AGrched Stocklnn I I iI—II—III 4 PC Arched Madison Refer m samples at 171 II II" 61 your local G.H.I. ILII_II_I distributor for exact DBL. 4 PC Arched Stockton cular match. ILII II li"1 I—II—II_II_I I II II II I DBL 4 PC Arched Madison i- BARCELONA 5600 Series. Utilizes u a polyurethane injected steel thermally -broken fIIC, base section, 2.2 PC DESIGNER LITES k, PLAIN TINTEYIP EXTERNAL HARDWARE SPADE WROUGHT IRON COLOR SELECTIONS I iII'- 4 PC AGrched Stocklnn I I iI—II—III 4 PC Arched Madison Refer m samples at 171 II II" 61 your local G.H.I. ILII_II_I distributor for exact DBL. 4 PC Arched Stockton cular match. ILII II li"1 I—II—II_II_I I II II II I DBL 4 PC Arched Madison i- BARCELONA RMI nCl u m II IIn I i fIIC, i1I11 l 1 I IIlt I i1 liw,i M11 U I 31A 2.2 PC DESIGNER LITES k, PLAIN TINTEYIP EXTERNAL HARDWARE SPADE WROUGHT IRON COLOR SELECTIONS I iII'- 4 PC AGrched Stocklnn I I iI—II—III 4 PC Arched Madison Refer m samples at 171 II II" 61 your local G.H.I. ILII_II_I distributor for exact DBL. 4 PC Arched Stockton cular match. ILII II li"1 I—II—II_II_I I II II II I DBL 4 PC Arched Madison i- BARCELONA Proposal - Detailed Sales Rep Name: Cuevas, Rick Sales Rep Phone: 407-619-3122 Sales Rep E -Mail: cuevasrj@pella.com Phone: Fax: Sales Rep Fax: (407) 937-3202 Customer Information Project/Delivery Address Order Information CONTROL ENGINEERING GROUP CONTROL ENG. GRP. INC. Quote Name: DEMING 175 Semoran Commerce PI Ste C 801 SOUTH MAGNOLIA AVE. Order Number: 0793RC59U Apopka, FL 32703-4682 Lot # Quote Number: 4678398 Day Phone: SANFORD, FL 32771 Order Type: Non -Installed Sales Mobile Phone: County: SEMINOLE Wall Depth: Fax Number: Owner Name: Payment Terms: E -Mail: waynedeming1@cfl.rr.com CONTROL ENGINEERING GROUP Tax Code: SEMINOLEG1 Contact Name: Owner Phone: Cust Delivery Date: 07/26/2013 Quoted Date: 5/9/2013 Great Plains #: Contracted Date: Customer Number: 1006500654 Booked Date: Customer Account: 1001983070 Customer PO #: Accessories Managed I Delivery Date Window Screens 11/15/2013 Customer Notes: BUILDER COST PELLA ARCHITECT SERIES DOUBLE-HUNGS QUOTED, MEETS -50DP. (DEDUCT APPROX. 20% FOR PROLINE 450 SERIES. MEETS-30DP) QUOTED PELLA STANDARD SIZES, OFF IN HEIGHT BY A FEW INCHES. (WE CAN SPECIAL ORDER IF REQUIRED) PELLA WHITE ENDURCLAD EXTERIOR UNFINISHED PINE INTERIOR WITH ENDURAGUARD TRIPLE WOOD PROTECTION ADVANCED LOW -E ARGON FILLED GLASS 7/8" INTEGRAL MUNTIN BARS PER ELEVATIONS STANDARD WHITE IN COLOR SASH LOCKS 6-11/16" JAMBS WITH NAIL FIN FRAMES FULL SCREENS SUPPLY ONLY (LEAD TIME 4-5 WEEKS DELIVERED TO JOB SITE) ADD $3750.00 IF INSTALLED BY PELLA, WILL SLIPPY SHIMS, SCREWS AND PELLA WINDOW TAPE Customer: CONTROL ENGINEERING GROUP Project Name: CONTROL ENG. GRP. INC. Quote Number: 4678398 Line # Location: Attributes 5 W1 -GARAGE „ It P' Q E YdP' PK # 567 Viewed From Exterior Rough Opening: 29 - 3/4" X 65 - 3/4" Final Wall Depth: 6-11/16" Architect, Double Hung, 29 X 65, White, 6-11116 em rice Ly x nce 460.99 2 $921.98 1: 2965 Double Hung, Equal Split Frame Size: 29 X 65 General Information: Standard, Style Edition, Clad, Pine Exterior Color / Finish: Standard EnduraClad, White Interior Color / Finish: Unfinished Interior Glass: Insulated Low E Advanced Argon Gas Hardware Options: Standard Lock, White, Order Sash Lift Screen: Full Screen, Inview Grille: ILT, No, 7/8", Traditional (2W1H / 2W1 H) Wrapping Information: Foldout Fins, Factory Applied, 6-11/16" Standard 4 -sided Jamb Extension, Factory Applied, Perimeter Length = 188", Glazing Pressure = 90. Customer Notes: RO 29-112 X 65-112 Line # Location: Attributes 15 W2 -BEDROOM A h't Ct Do ble Hun 33 X 65 White 6-11116" Item Price Qty Ext'd Price PK# f 567 Viewed From Exterior Rough Opening: 33-3/4"X65-3/4' Final Wall Depth: 6-11/16" Customer Notes: RO 33-112 X 65-112 rc I e , u g, , , 476.50 2 $953.00 1: 3365 Double Hung, Equal Split Frame Size: 33 X 65 General Information: Standard, Style Edition, Clad, Pine Exterior Color / Finish: Standard EnduraClad, White Interior Color / Finish: Unfinished Interior Glass: Insulated Low E Advanced Argon Gas Hardware Options: Standard Lock, White, Order Sash Lift Screen: Full Screen, Inview Grille: ILT, No, 7/8", Traditional (2W1 H / 2W1 H) Wrapping Information: Foldout Fins, Factory Applied, 6-11/16" Standard 4 -sided Jamb Extension, Factory Applied, Perimeter Length = 196", Glazing Pressure = 80. ADD $60.00 IF TEMPERED GLASS REQUIRED AT STAIRS WINDOW For more information regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella® website at www.pelia.com Printed on 5/13/2013 Detailed Proposal Page 2 of 13 Customer: CONTROL ENGINEERING GROUP Project Name: CONTROL ENG. GRP. INC. Quote Number: 4678398 Line# Location: Attributes 20 W3 -BEDROOM Architect, 3 -Wide Double Hung, 95 X 65, White, 6.11116" Item Price Qty Ext'd Price t 1: 2965 Double Hung, Equal Split PK # Frame Size: 29 X 65 General Information: Standard, Style Edition, Clad, Pine sm- 567 Exterior Color I Finish: Standard EnduraClad, White Interior Color/ Finish: Unfinished Interior Glass: Insulated Low E Advanced Argon Gas Viewed From Exterior Hardware Options: Standard Lock, White, Order Sash Lift Rough Opening: 95 - 3/4" X 65 - 3/4" Screen: Full Screen, Inview Grille: ILT, No, 7/8", Traditional (2W1H / 2W1 H) Final Wall Depth: 6-11/16" Vertical Mull 1: FactoryMull, 4" x 4 3/8" Wood 2: 2965 Double Hung, Equal Split Frame Size: 29 X 65 General Information: Standard, Style Edition, Clad, Pine Exterior Color / Finish: Standard EnduraClad, White Interior Color I Finish: Unfinished Interior Glass: Insulated Low E Advanced Argon Gas Hardware Options: Standard Lock, White, Order Sash Lift Screen: Full Screen, InView Grille: ILT, No, 7/8", Traditional (2W1 H / 2W1 H) Vertical Mull 2: FactoryMull, 4" x 4 3/8" Wood 3: 2965 Double Hung, Equal Split Frame Size: 29 X 65 General Information: Standard, Style Edition, Clad, Pine Exterior Color / Finish: Standard EnduraClad, White Interior Color/ Finish: Unfinished Interior Glass: Insulated Low E Advanced Argon Gas Hardware Options: Standard Lock, White, Order Sash Lift Screen: Full Screen, InView Grille: ILT, No, 7/8", Traditional (2W1H / 2W1H) Wrapping Information: Foldout Fins, Factory Applied, 6-11/16" Standard 4 -sided Jamb Extension, Factory Applied Pressure = 90. Customer Notes: RO 95-1/2 X 65-1/2 1,668.05 1 $1,668.05 Perimeter Length = 320", Glazing For more information regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella@ website at www.pelia.com Printed on 5/13/2013 Detailed Proposal Page 3 of 13