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2300 Mellonville Ave 14-1477; NEW DETACHED GARAGE4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f i -1 Documented Construction Value: $ .I Job Address: - )_300 Historic District: Ves El No R ParcelID: -3i_jq-31-61G-0C)00-0oA-7 Zoning: 0 k - 6' k'A Description of Work: 13v-t t & o- Ck QA-a-cV) i ( cx(tcccN Plan Review Contact Pe non: c one t t r c, Title: Phone: ' Wl - 3)L3 -SS-7 0 Fax: E-mail: ktl) Property Owner Information Name De_bro_ - iACLr-+-twL Phone: 4o 5-1 -,0'7 Street: _(>' 130c) C!)ej (L>)V'4 Q C j4ye rA a-L Resident of property? e,5 City, State Zip: L( 122-7 I Contractor Information Name 1-A vk-GLMO-r V-_ _A_3(&t' I &t,-) Vvk+CI&L0 p, _TV1 phone: 40 3 - 3':,) 3 - SSW 0 Street: -')- 16 S b ('L V_ A \) eo Fax: qc)l -3 2-3, City, State Zip: : a, v,-oc 6. State License No.: (11,60_1453'340 Architect/Engineer Information``` Name: i, 00_' a_(L_ r 2 o 4,AA- i 0, Y\- Phone: — Street: _ _ Fax: 4c) City, St, Zip: L V, e Ci C) 1PL 3'7;g 6 i5 E-mail: bob to-i-tke Y_ec rka i 1, (j) oo Bonding Company: Mortgage Under. Addr,ess: Address : PERMIT INFORMATION Building Permit Square Footage: 6)9 Construction Type: V),,A No. of Stories: I No. of Dwelling Units: Flood Zone: 1) b Electrical 0 Plumbing 0 New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 ( Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that noTp 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 conditione rs, etc. OWNER'S AFFIDAVIT: I certify that all of the forpgoing 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 rnanagernent districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee. A copy ofthe executed contract is required in order to calculate a plan review charge. Ifthe 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 docurnented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of0wrker/Agent Date De -by-& F, i46-r+vwo-o, Print Owticr/AWnt's N anx SigjiatA ol'Notary-State of Florida Date RMOCA C089 fWarY P4bk - Mate of RiWW Nip -cm". EXORS on 1?. $011 Ef $611" y 0 Ow ermgHr Erwr TersanaTly-Krlown rb Me or Produced ID Type of ID APPROVALS: ZONING: "(' 712RIM UTILITIES: T ENGINEERING: COMMENTS: c- pey- va— 1 1 OQ FIRE: ry,,e-s Pritit Contractor/Agent's Name Notffy PUbk - SW of A W& my Comm, Ekow"'44 17, 2011 cmffft**ft 0 Ef "1196 T*Q* M*w "Vy Aw. Contractor/Agent is - V Personally Known to Me or Produced ID Type of ID WASTE WATER: 0 f"c± 2Z' xZql ej-acke-A aa,-acW, wl S' Deyv-6poie 4 9,evt't-w Tenawl vcty-la-VAcr— Offa)vc'- 8a e tVAa4 -Oj 2-0114. Revision 0 Response to Comments 13/ Permit# 14-1411 Project Address: Contact: e iVJ1UK,'k Ph: Email: Trades encompassed in revision: Building Plumbing Electrical El Mechanical El Life Safety El Waste Water Department El Utilities 0 Waste Water 0 Planning 0 Engineering El Fire Prevention Building 7AUGA" O 6 d14 City of Sanford Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: 4 C) 1 - 31)- 3 - -1-35-7 4 General description of revision: ROUTING INFORMATION Approvals CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD I FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1477 Date: 07/29/2014 Contact Person: Games Giuliani Contact Phone Number: 407.323.5570 Contact Fax Number: 407.323.5571 Contact E-mail Address: landmark1977@yahoo.com Project Description: Detached Garage 3ob Address: 2300 Mellonville Avenue The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Please provide two (2) copies of Florida Product Approval and the manufacturer's installation instructions for the garage doors, entry door, roofing materials, shingles, siding and soffit. Product approval numbers begin with FL and can be found at www.floridabuildin2.org. FBC 107, FS 553.842, FAC61G20-3 2. Please provide two (2) copies of completed and signed Statewide Product Approval Specification Form and include the following products: garage doors, entry door, roofing materials, shingles, siding and soffit. Please see the attached blank form for your use. FBC 107, FS 553.842, FAC61G20-3 3. Please provide the positive and negative design pressures for the exterior wall openings on the plans. FBC 107, FBC Chapter 16, FBCR R301.2,1 4. The "One -Story Typ. Frame Wall Section" lists the pitch of the roof as 5/12 while the truss engineering lists the pitch of the trusses to be 4/12. Please revise the detail on the plans. FBC 107 5. The "One -Story Typ, Frame Wall Section" lists the bolt spacing to attach the 2X4 bottom plate at 32 inches while detail "A" lists the bolts to be spaced at 21 inches, Please revise and clarify. FBC 107 6. Provide the truss to top plate hold downs, as none were provided, that meet the load values set forth by the truss engineering for all trusses. FBC 107 7. Please provide a wood frame header detail for the exterior openings, including header size, jack studs and strapping requirements, in accordance with FBC 2308,9.5 FBC 107 8.Detail "A~calls for #5dowels k`bolocated u1Q`0"but doesn't show the actual dowel. Please provide the location of dowels on the foundation plan and show the dowels on the actualdetail. FBC|07 Any error momission in this plan review shall not be construed to grant approval ofany violation of any of the adopted codes or municipal ordinances of thkjurisdi tion. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at Fiorey Residential Plans Examiner 2- THIS INSTRUMENT PREP E,D Y:_ Name: 40 Address: Shiy2 Permit Number: MARYANNE MORSE, SEMINOIE COUNTY CLERK OF CIRCUIT COURT & COPIPTRUL ER BK 08256 Pq 1037; (Ipq) RECORDED 05/06/2014 08 t 3$; Z4 AIR RECi1RDINO FEES 10.00 RECORDED BY H DeVore Parcel ID Number: 31 lei 3 - :>1 2 - Q00C° ` C)6' R-1 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) S " CCa NE Q! U,,N20 S DEL 15 1t t4 15 SEC_ W Z]j V- 63 FT W :1 I A CLx F i 31,5 "-T iT 190, " b 1:'r T"u EG `k Lf4T OV- SfC--S i` f ` ` 3 T La 1 VD U 2. GE N-2ERAL DESCRIPTION OF IMPROVEMENT: aLal1(i- - I2.Li t <jfw- 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: a r at inaay,, aILQII,Wn a2L1 1 Interest in property: t UU` r Fee Simple Title Holder (if other than owner listed above) Name: r)1 G' - Address: 4- CONTRACTOR: Name: t YV4Lt = }21A i t c t n r 1o-elllt • Phone Number: 14-t>_ — W7 Address: A l > C>Gi K hV " V, 13 It 1F` 5. SURETY (if applicable, a copy of the payment bond is attached): Name: 10 Address: Amount of Bond: 6, LENDER: Name: Phone Number. Address: 7. 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)(a)7„ Florida Statutes. Na 8. in addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WAR81INQ TO QOINER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1--- e HaY+rkWJ Signature of owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's rtite/QfCe) Authorized Officer/Director/Partner/Manager) State of 4C r i&, County of The foregoing instrument was acknowledged before me this } day of + 20 by Y -'I (Q GLt t Cat. Who Is personally known to me:Lel OR Name of person making statement who has produced identification Id type of Identification produced: Elm( AMCCA Cori otsry Public - State of F1t W& y Comm. Eklitires Jyn tT. tot7CommieelW # EE $11111 bnded ThroughBealNotaryAssn. F r Notary Signature ftTlt 7,.`'"f r^}f?c„„fm dr,1°r i.. Crt G tRIK 0 1 _ L.. in l A BUILDING & CONSTRUCTION, INC. CBC1253840 April 24, 2014 For: Ellen Hartman 2300 Mellonville Avenue Sanford, FL 32771 Famwer i r i• r r" TOTAL CONTRACT PRICE $ 26r286.16 Contractor Initials: '" " Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 THIS AGREEMENT is made this 24th day of April, 2014, between Ellen Hartman , hereinafter called Owner, whose address is 2300 Mellonville Avenue, Sanford, FL 32771 and Landmark Building & Construction, Inc. , hereinafter called Contractor, whose address is P.O. Box 1329 Sanford, A 32772. IN CONSIDERATION of the covenants and agreements herein contained, the parties agree as follows: Contractor agrees to build and complete in a good workman -like and substantial manner, furnishing all labor, materials, tools and equipment therefore, a detached 22' x 24' garage hereinafter called The Structure (whether one or more buildings or improvements), upon the following real property on 2300 Mellonville Avenue, Sanford, FL 32771. 1. The Structure is to be completed in substantial conformance with plans and specifications for the same, signed by both parties hereto, a copy of which will be filed with the local building authority. We expect the job to take 120 days from date of permit issuance. 2. In consideration of the covenants and agreements herein being substantially performed and kept by Contractor, including supplying of all labor, materials and services required by this Contract, and the construction and completion of The Structure, Owner agrees to pay to Contractor the sum of $26,286.16 (see draw schedule). 3. Should the Owner, lien holder or public authority at any time prior to or during the construction process, request any modification, alteration or deviation, in addition to this Contract, they are to be requested in writing to the Contractor. A chance order will be submitted to the Owner with the additional cost incurred and at which time both parties will sign change order and payment will be made in full. If change order is not signed by both parties and payment not made, no additional work will be done. Any change orders to contract will add a minimum of 3 days to completion date. 4. The Contractor shall not be responsible for any damage occurred by the Owner or Owner's Agent, acts of God, earthquake or causes beyond the control of Contractor unless otherwise herein provided or unless he is obligated by the terms to provide insurance against such hazards. Should any of the above occur time will be added to the 120 day completion date. 5. Contractor shall at his own expense carry a Workman's Compensation Exemption and General Liability insurance necessary for the full protection of the Contractor and Owner during the process of the work. 6. Should either party bring suit in Court to enforce the terms hereof any judgment awarded shall include court costs and reasonable attorney fees to the successful party. Contractor Initials: Homeowner Initials C* BUILDING CONSTRUCTION CONTRACT CBCI 253840 7. Until the completion of the work, the Contractor agrees to remove all debris and surplus materials occasioned by construction from the building site and leave said property in neat and broom clean condition. 8. Building Contractor has the right to subcontract any part, or all of the work herein agreed to be performed. 9. Owner hereby grants to Contractor the right to display signs and advertise at the building site until the completion of work and all funds have been paid to builder. 10. The contractor has 120 days to complete the repairs. The contractor will pay a 50.00 per day penalty after 120 days commencing on the day of issuance of permit. See paragraph 4 for exceptions. 11. Owner is responsible for Homeowner's Association approval. This Contract is subject to acceptance within 10 days and becomes void thereafter. Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 Scope Of Work 1. Pull all necessary permits, supply all necessary drawings/plans and engineering to complete the project. 2. Cut exterior concrete for new footers per plan. 3. Pour new footers per plan. 4. Pour concrete slab per plan. 5. Frame exterior walls per plan. 6. Set trusses per engineering. 7. Sheet all walls and roof per plan. 8. Dry -in walls and roof per plan. 9. Aluminum shingles per plan labor and materials at owner's expense. 10. Utilize pressure treated lumber wherever possible. 11. Install hardy board siding per plan. 12. Install service door per plan. 13. Install three (3) overhead garage doors per plan and owner's choice see allowance sheet). 14. Paint exterior of structure only per owner's choice (see allowance sheet) 15. Remove all construction debris and clean exterior of work site. TOTAL $269286.16 Exclusions: This proposal excludes the following items: 1. No roofing 2. No landscaping 3. No sprinkler system repairs 4. No surveys 5. No electric 6. No plumbing 7. No air conditioning 8. No insulation 9. No security system 10.No audio or video 11.No impact fees Contractor Initials: Homeowner Initials 4 _ BUILDING CONSTRUCTION CONTRACT CBC1 253840 12.No homeowner's association fees 13.No sod 14.No financing Jes Giuliani, Vice President Landmark Building & Const. Ellen Hartman Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1 253840 ALLOWANCE SHEET 3 paint colors Overhead garage doors $2,025.00 The Owners may select up to the above allowances (tax and delivery fees included) as shown. Owners are to select materials/labor associated with above items from builder's approved list of suppliers/contractors. In the event Owners exceed the allowances, they are to pay overages at the time of selecting the upgrades. In witness whereof, said parties hereunto set their hands this day of 2014. Contractor: Cedmark Building & Construction, Inc. Owner: Ellen Hartman Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 CONTRACTOR AND CUSTOMER RESPONSIBILITIES 1. The contractor is to supply the following insurance during the building of the structure: a) Minimum of $1,000,000.00 General Liability insurance b) Worker's Compensation Exemption 2. Builders Risk insurance provided by owner. 3. Room dimensions may change slightly from new blueprints. Floor plan to remain the same. 4 All construction draws are to be paid to Contractor, as per the draw schedule with the exception of the final draw, which is to be signed off by the owner & paid to the Contractor. See draw schedule 5. The draw schedule is as follows. Draws may be applied for out of numerical sequence due to scheduling. Draw #1 Upon completion of drawings and engineering: $1,200.00 Draw #2 Footers completed. Masonry stem wall completed. All concrete poured and completed: $9,000.00 Draw #3 Wall framing completed. Roof framing completed. Walls and roof dry -in completed: $7,000.00 Draw #4 Metal shingles completed. Garage doors installed. Service door installed. 6,000.00 Draw #5 Siding completed. All painting completed. All debris removed and hauled away. Construction site cleaned. All final city required inspections completed. $3,086.16 6. The contractor agrees to supply lien waivers per owner's request. Prior to construction, contractor to supply copies of General Liability insurance and workers compensation exempt form. 7. The repairs of the home and all items therein shall be per the construction contract and blueprints, not per any verbal communication during the design process, prior to the contract execution date. 8. The contractor shall not be held responsible for any delays due to prolonged bad weather, acts of God, vandalism, fire, material shortages or other delays out of the control of the contractor in regard to the completion of the project. 9. Homeowner & contractor shall take reasonable precautions for the safety, & shall provide reasonable protection, to prevent damage, injury or loss to persons working on the site & other persons who may be affected thereby. Contractor Initials: Homeowner Initials BUILDING CONSTRUCTION CONTRACT CBC1253840 10. The contractor shall promptly correct work that fails to conform to the requirements of the contract documents during construction. This obligation of contractor shall apply to work done by subcontractors as well as to work done by direct employees of contractor. 11. Contract price includes permit fees but,not to include any impact fees. 12. Contract price is good for 30 days from date of contractor's signature. Price may change due to changes made by governing agencies whether they are directly or indirectly related. 13. It is agreed that owners will have access to property/building at all times. If any corrections or changes are decided upon, this will be done through the Builder. 14. The Contractor warrants the repairs for a period of one year from the completion of the work under conditions deemed standard and/or normal within the industry. This contract is subject to acceptance within 10 days and void thereafter. Lan Buidin'g & Construction, Inc. I , Ellen Hartman Contractor Initials: 251 D4 Date Homeowner Initials C mi— I it WWW.SANFORDFL.GOV MAILING ADDRESS CITY OF SANFORD POST OFFICE Box 1788 SANFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 TELEPHONE 407.688.5140 FACSIMILE 407.688.5141 CITY COMMISSION JEFF TRIPLETT MAYOR MARK MCCARTY DISTRICT 1 DR. VELMA H. WILLIAMS DISTRICT 2 RANDY JONES DISTRICT 3 PATTY MAHANY DISTRICT CITY MANAGER NORTON N. BONAPARTE, JR. PLANNING AND DEVELOPMENT SERVICES DEPARTMENT May 20, 2014 John Giuliani 218 S. Oak Avenue Sanford, Florida 32771 RE: Variance for 2300 Mellonville Avenue Parcel Number: 31-19-31-516-0000-OOA7 Dear Mr. Giuliani: On May 20, 2014, the Administrative Official, pursuant a recommendation made by the Development Review Team, approved the Variance request to reduce the side yard setback from ten feet to four feet with the following conditions: I. A minimum of 10' City of Sanford Utility Easements shall he dedicated over all existing City utilities on the property; 2. Easements shall be dedicated prior to any building permits being issues; and 3. The proposed 22' x 24' detached garage shall meet the local edition of the Florida Building Code. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions please call this office. Respectfully, CJTY OF SANFORD Russ L)Gibson, AICP Planning & Development Services Director RLG/mm TADevelopment Review\1 I -DRTA&enda-CoverlvlemosiLegal Ads & Letters\2014\2300 Mellonville Ave - Garage Variance.doc 4 9w-104 ea 4 I I P City of Sanford Development Review Team Variance - Staff Recommendations The Development Review Team (DRT) held a Public Meeting at 9:00 AM on May 13, 2014 to consider a variance request to reduce the side yard setback from ten feet to four feet in a single family residential, SR-1 AA zoning district at 2300 Mellonville Avenue to construct a two car garage. The project was presented at the May 6, 2014 meeting. As part of the review process, the standards for consideration were reviewed. Standards for Consideration for Variances: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The property is located in a Single Family Residential, SR-1AA zoning district. The required minimum side yard setback for an accessory structure in an SR -IAA zoning is 10 feet. The existing City utilities on the property have created a limited area in which a two car garage could be constructed. The applicant's proposed garage design includes garage doors on two sides for drive through access to the existing, City utilities. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district tinder the terms of the land development regulations. The current regulations would not allow the applicant to construct a 22' by 24'garage utilizing the existing concrete slab and providing drive through access to the existing City utilities. Both the location Ql'the utilities and the need for access encumber the use of the property, The special conditions and circumstances do not result from the actions of the applicant. The applicant is not responsible for the current location of the utilities on the property or the need for an easement or access to the utilities, Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area are permitted to install detached accessory structures. The design of the proposed gat -age will be consistent with the principal building in materials, color and architectural style. A detached gat -age will not adversely affecttct the neighborhood. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The applicant is proposing to construct a new 22 ' by 24'garage utilizing an existing concrete slab. The four foot side yard setback request is needed to leave afour .foot gap between the proposed garage and the existing house. The larger garage is needed to allow access to the utilities behind it. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions the variance appears to be in harmony with the general purpose and intent of the land development regulations and not injurious to the neighborhood, or otherwise detrimental to the public welfare. After deliberation of the standards a motion was made and an action taken as follows: Richard Blake made a motion to approve the variance Subject to the following: 1. A minimum of 10' foot City of Sanford Utility Easements shall be dedicated over all existing City utilities on the property. 2. Easements shall be dedicated prior to any building permits being issued. 3. The proposed 22'x24' detached garage shall meet the local edition of the Florida Building Code. 01 City of Sanford L I Development Review Team Variance - Staff Recommendations A Second was made by Robert Beall, Discussion: None. Those in favor: Michael Cash Richard Blake Robert Beall Sabreena Colbert Tim Robles Motion Passed 5 to Q. No public was present in favor or opposed. SKETCH AND DESCRIPTION IUTILITYEASEMENT DESCRIPTION 10.00' UTILITY EASEMENT COMMENCE AT THE SOUTHEAST CORNER OF LOT 31, GROVE NOTES MANORS, AS RECORDED IN PLAT BOOK 10, PAGES 31 ' AND 32, 1. BEARINGS BASED ON THE OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, W. R/W LINE OF THENCE S 89.57'19'V. ALONG THE SOUTH LINE OF SAID MELLONV/LLE AVE AS BEING LOT 31 A DISTANCE OF 114.55 FEET TO THE POINT OF S.5'15'15-W. (DEED). BEGINNING OF A 10.00 FOOT WIDE UTILITY EASEMENT LYING 2. THIS IS NOT A SURVEY. 5.00 FEET LEFT AND RIGHT OF THE FOLLOWING DESCRIBED LINE, THENCE S 00'02'41'E., A DISTANCE OF 9.25 FEET THENCE S.8712 33 W, A DISTANCE OJ. SUBJECT TO EASEMENTS AND RESTR/GTEAS F28.85 FEET) THENCE SOUTH, A DISTANCE OF 73.90 FEET TO THE POINT OF AND RD. OF TERMINATION, GROVE MANORS, PLAT BOOK 10, PG 31-32 S. LINE, LOT 32 S. 89'57'19'W 5100, CERTIFIED TO: DEBRA ELLEN HARTMAN 2300 MELLQNVILLE AVE. SANFORD, FL 32771 S. E. CORNER, LOT 31 GROVE MANORS, PLAT BOOK 10, PG 31-32 PAINT OF PL71NT OF , BEGINNING 190, 78, COMMENCEMENT S. LINE, LOT 31 28, 85 S. 87'12'33'W ki o Ell ^ h Q? 500, Z r-- 10' UTILITY EASEMENT TAX PARCEL .31-19-31-516-0000-OOA7 POINT OF TERMINA TIL7N 152. 99, NOT PLATTED I HEREBY CERTIFY - THAT THIS SKETCH MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTR4WE CODE. THOMAS J. MCMAHON EAST SCALE.• LQ J 6119114 1" = 30' JOB NO. 14-2300MEL MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FLORIDA, 32771 PHONE 407-328-7201 FL REG LAND SURVEYOR 14887 CERTIFICATE OF AUTHORIZATION LB7434 NOT VALID WRNOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SCPA Parcel View: 31-19-31-516-0000-OOA7 I http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=31193151600000OA7 Property Record Card Parcel: 31-19-31-516-0000-00A7 Owner: HARTMAN DEBRA E Property Address: 2300 MELLONVILLE AVE SANFORD, FL 32771 P ar ce 1 3 1 -1 9 3 1-5 1 6 -0 0 00-OOA7 Property Address: 2300 MELLONVILLE AVE Owner: HARTMAN DEBRA E Mailing. 2300 MELLONVILLE AVE SANFORD, FL 32771 Subdivision Name: PLAT OF SEC 31 TP 19S RGE 31E Tax District: SI-SANFORD Exemptions: 00-HOMESTEAD (2014) DOR Use Code: 01-SINGLE FAMILY NUMMEW I Legal Description LEG PT OF LOT A DESC AS BEG NE COR RUN S 5 DEG 15 MIN 15 SEC W 85 FT W 153 FT N 32 DEG 33 MIN 28 SEC W 55.75 FT N 37.5 FT E 190.76 FT TO BEG PLAT OF SEC 31 TWP 19S RGE 31E PB 2 PG 8 Taxes Value Summary 2014 Working j 2013 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 123,932 117,277 Depreciated EXFT Value 963 1,737 Land Value (Market) 17,298 17,298 Land Value Ag Just/Market Value 142,193 136,312 Portablity Adj 32,233 Save Our Homes Adj 0 Amendment I Adj Assessed Value 109,960 136,312 Tax Amount without SOH: 1,968.88 2013 Tax Bil Amount 1,968.88 Tax Estimator Save Our Homes Savings: 0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values 1 Taxable Value i County General Fund 109,960 50,000 59,960 I Schools 109,960 25,000 84,960 Cty Sanford 109,960 50,000 59,960 SJWM(Saint Johns Water Management) 109,960 50,000 59,960 County Bonds 109,960 50,000 59,960 Sales Description Date Book Page Amount QuaKied Vac/Imp QUIT CLAIM DEED 5/1/2013 08141 0997 135,000 No Improved WARRANTY DEED 4/1/2013 08030 0957 135,000 No Improved WARRANTY DEED 6/1/2003 04908 1809 210,000 Yes Improved 1 of 2 5/5/2014 3:57 PM w City of Sanford AUd 0 6 ZOR Building and Fire Preve n Product Approval Specification Form Permit # (4-\411 Project Location Address ')- _,> 01--) (') - 1 1 0 C-) 4 1 1 e- PW' eAo ,A - As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Sin le Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other tRD June 2014 Category / Subcategory Manufacturer Product Qescri tion(including Florida Approval # decimal 3. Panel Walls Siding PA- VO 4IJ -`P Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofin PCoduoft Asphalt Shingles Underla ments Roofin Fasteners Nonstructural Metal Roofing'`'` ex, Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof S stems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofin E.P.S. Roof Panels Roof Vents Other June 2014 Category Subcategory 5. Shutters Manufacturer Product Description Florida Approval # include decimal Accordion Bahama Colonial Roll up Equi meat Other 6. Skylights SkYlights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing___ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 I Florida Building Code Online Page I of 5 SCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Busines" ProfessibbProduct Approval al61USER: public Use, ikct rch > &pg[L ion t > Application Detail Qtf _Lgi- FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method FL15180 New 2010 Approved PIUM W&ME I1=1 4=11=4 13 publications FBC Staff BCIS Site Map Links Search Plastpro Inc. / Nanya Plastics Corp, 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants, corn Vivian Wright rickw@rwbldgconsultants. com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc. com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro. com Exterior Doors Swinging Exterior Door Assemblies 1 4 - 1 4 7 7 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F, Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute SA N F 0 FR? )D Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) ELL5 jjJ Ceetiflr Qf Tn epgndence p kslandud YAM ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201, 202, 203 1994 http:// www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsidcHd6ieP8H... 8/13/2014 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL15,1QQ _RQ__Equiv ofR_STANDAf - Method I Option D 02/ 07/2012 02/ 26/2012 03/ 05/2012 04/ 03/2012 Summary of Products Go to Page 0 Page 1/ 2 ii FL # Model, Number or Name Description 15180. 1 a. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/ Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, any Ek-15A-$O RQ A-E-f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180. 2 b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/ Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes 1518-0. Z.-p Of Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15180.2 for Design Pressure Ratings, any EL15jA0--RQ-AE-EYALA5X%Q--Z -.Kf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 151803 od 6r:im/ ot SmocSmooth/Wood h, Gng/ Rusti`c/0Mah.gany Series N Grain/Rustic/Mahogany r.' u Fiberglass FiberglassDoor s6' 8 "Impact" Glazed Fiberglass Single Door with "Impact" Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes L5-1 R I Ing A—,L— J5130. -,Jp4f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.3 for Design Pressure Ratings, any FL15180-RD E FV L J.-Of additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15180. 4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX Grain/ Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes fL15180 RQ jLjn$tj5-3Q 1 _.4f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any FkkS180,-RQ-AE OVA 151 _4;pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I I 15180.5 e. Smooth/Wood "Impact" Glazed Fiberglass Double Door with "Impact" Gram/Rustic/ Mahogany Series Sidelites - Outswing (OXXO - Configuration) Fiberglass Door 16'8 I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 http://www. floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqsidcHd6ieP8H... 8/13/2014 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door OUTSWING IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance Ath the 2010 Hoklo Building Code (FBC) structural requirements inckxkV the ligh VHurricane Zone" (HVHZ), 2 Product anchors sholl be as listed and qxxedas lxyvn on details. Anchor embedment to base material sholl be beyond wall dre=V or stucco. 3. When used in the I-fVHr this product coWles with section 1626 of the Florida Bukling Code and does not require on impact rextont coverirV. 4. When used in areas outside of the "HVI-17"requting wind borne debris protection the product complies with Section 1609,1.2 of the 2010 FOC and does not require on impact resistant coveting. This produd meet missile level `IT and includes Wind Zone 4 as deb-,ed in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x skid kanvV construction, anchoring of these units shap be the same as that shown for 2x buck masonry constructim 6. Site conditions that deviate from the details of it"% drowlV require further erO)eering OrKtysis by a ficensed ergineer of registered archtirect. 7. Outswing configura4ons meet water inftation reqxements for'HVHZ", 37- V MAX. OVERALL FRAMEWM FL- 15180,1 v I or 7 m STILE COMP.) STILE REINFORCEMENTI (WOOD) mn LOCK BLOCK 2T LONG WOOD) HORIZONTAL CROSS SEC17ON NA"AXECMV MAWAcnom Aww LOCK: UG*ATMSBM DEAD#= W.*ATM SENS (7M YAU Loci YN COLLECTION L DEADIOITl' Y" COUECTM (80 sn" 35-75"DOOR WIDTH STRUCTURAL SJUICINE (DOW 995) NON STRUCTURAL SEALANT - 24.2T MAX. FRAME WIDTH 20.50" MAX 4 D.L.O. WIDTH W-A* STILE TOP RAIL COMP.) COMP.) STILE REINFORCEMENT WOOD) FOAM COI POLYURETHANE 1.9 PCF Mil, 5/8'GLASS BITE a40 EXT. rc 310 I" OVERALL GLASS INK. 1/8'ANNEALED GLASS Go, 0.09T PVB INTERLAYER SAFLEXBY SOLUTLA 1/8"ANNEALED GLASS INTERIOR EXTERIOR AIR SPACE IlT TEMPERED CLASS 7-19 X 1-3/4- PPH ALUMINUM SPACER SELF DRILLING SMS f jA INT. NON STRUCTURAL SEALANT SEE HARDWARE CHART FIBERGLASS SKIN SEE DETAIL) 0 ci O 1 WOVEN FIBERGLASS IS, 0.06T 7 422 1 FIBERGLASS SKIN EXTERIOR BOTTOM RAIL comp.) iTYPI) 3A ODL WE IFUME 0.06r THIK. -- ODL LRE FRAME DOOR SKIN DETAIL 2 ) VERTICAL CROSS SECTION LE, N.T.S. BY.. JK af.- LFS Wm No, FL— 15 180.1 L7 _2 OF _7 EMB. (IYP.) d 4 n s i v fit o ( V ' 6 a -6 t E r p5 11'ci m j Icy 11 1 t s o m iC V 8 7 OJ1 INTERIOR 1 1 j 3 S A G 3 3 0 S nz EXTERIOR 10 0 0 q z 3 HORIZONTAL CROSS SECTION t-1/4 MlN, o U p 5 i4 EMB. (iYP.) 1 Shown w/iXsub-buck g a a mE La t t —d +— C-SINK C-SINK i+ t i TYP-) a 1f i 2O Il/G o i z 4 pp S S 7I l d Y A INTERIOR INTERIOR pmmmmmmpp A d m u t a y Q l EXTERIOR Ip '; EXTERIOR , p 02 21/22 Z s N.LS. 9 ow, aY, JK ms2TT1 q aec er: LFS 3 4 4 i HORIZONTAL CROSS SECTION l 2 HORIZONTAL CROSS SECTION DPAWM No.: N FL— 35780.t a sir 3 OF6 5 x n n n e G D n t' n pp O W C 0 20y 4 2l 20 7 8 21 EXTERIOR INTERIOR 7 EXTERIOR INTERIOR r2 VEIMCAI CROSS SECTION z VEIMCAi CROSS SECTION 4 Shown wlt X sub buck r N U O EXTERIOR_ INTERIOR n m 40 r H 29 z A f i n A A a Z Z d 3_ VERRCAt CROSS SECTION S[ h z 4 OutsMng confegurat'ion z o° Am 02121112 1z t TS, ° owc sr: in m arf: LFS FL-15t$0.t p s` m 4 ov 7 14 Z 0- TYP. HEADTYP. HEAD JAMBS & JAMBS & MASONRY MASONRY OPENING OPENING] X FRAME ol vE 2X BUCK 20 2X BUCK z 0 0 C, P. @ SILLH z BUCK ANCHORING STRIKE JAMS FUME AACHORM HINGE JAMB Masonry 2X buck consftvctbn CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supper may have different edge cristonce and center clWoncerequirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Concrete anchor Jocations noted as 'MAX. ON CENTER" must be adjusted to ma main the min. edge distance to rnortor joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT I MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENTANCHOR 1TW 1/4- 1-IX 2-1/2- 3" ELCO 114' 1-114- 1. 41 LATCH A DE40OMT DETAIL HINGE DETAIL LE; N.T.S, UY: JK W, LFS WM 40,; FL- 15180,1 ry 5 Of -7 v n o ` yaorit ..,} 3 TYP.t1FJ 10*a JAMBS l 11 2 m 0 J. MASONRY OPENING N 1 att nFrut i FRAME X IX SUCK U CL z w O e 0o y TYP. @ SILL 28Ix m 6 27 STRIKE JAMB FRAME ANCHORING HINGE JAMB LATCH E DEADBOLT DETAIL O Masonry I buck construction CONCRETE ANCHOR NOTES: rr 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 0 2, Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dirnension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TO c4i 3iI£ £MS£AMEiWT MA;ONitY EDGE ADJACENTANCHOR z U za w 02121112 z seas: N.T.S. i>. ar: JK m cm up, VS3 OR x'Bit; E 1 o a s4er 6 cr 7 S ITYY iJ{" t•1/4" 2-i/7' 3' etco 714^ 1.1/d" t' a^ ITYv 3ltb' t•i14" 2-S/8" 2-114' BILL OF MATERIALS 1iEM DFSGRIPAON MAIFIHAI A 1 X BUCK SG >= 0.55 WOOD B 2x Burl: SG >= oss wfloD C 1 J4"MAX. SHIM SPACE D 1Id" X 2-31d' PFH ELCO OR TTW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 30l OR HflLLflw BLOCK CONFORMING ifl ASTM C90 CONCRETE G 3/ i b" X i /d" PFH T{W CONCRETE SCREW STEEL H 1Id" x 8-1 la' PFH ELCO OR TTW CONCRETE SCREW STEEL J 1/4" X 3-3/d' PFH ELCO OR liw CONCRETE SCREW STD K 9 X 2-1 IT PFH WOOD SCREW STEEL i x 2-1 IT PFH WOOD SCREW STEEL M 8 X 2" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM COMPRESSION WEATHER STRIP QLON 65TJ BY SCHLEGEL FOAM 9 a' X a' BUTT HINGE STEEL 10 9 X 1"PFH WOOD SCREW STEEL 11 9 X sla' PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP./'/INYL 27 LATCH STRIKE PLATE STEEL 2$ DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a N 0 z P W ° 2 n j° `n RWo S md cia 20 READ 11 SIDEJafnb u C> w 4.5b"- n r o 5 W o0 m V 4 oO 2.44" i — 2.13" a a 1 m 21 HEAD d SIDE Poy rba jnb V) Zf 0 4.5e _ O d 1 1 z a 29 [iUISYV MTME'W" 8Y DIP ` 3 i a u 0Am-02121112 i SCAM N.T.S. W owc. a: JK m 0 cast er: LFS 3 DRAWAM ip.: FL-15180.1 0 r 7 of 7 Florida Building Code Online Page I of 6 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff EICIS Site Map Links Search Busines I Product ApprovalQbProfessib"\'a USER: public User a t RI90q p,Mval Men I > f!jc I n SeAEch > Ap~an > Application Detail FL # FL15279-R2 Application Type Revision Code Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com 7 7 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email y'v Category Exterior Doors SANFORD Subcategory Sectional Exterior Door Assemblies AR i Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. - ETL/Warnock Hersey Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Rofto-rd y9ff ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15-279 _RZ_jqV , _Lv 22140603 - FBC - -QA5MA--Lt e9wy.,p-9f Product Approval Method Method I Option A Date Submitted 05/30/2014 Date Validated 06/09/2014 http://www.floridabuilding.org/pr/pr_app—dtl.ast)x?paran,i=wGEVXQwtDqv3yVVKJZ I Q... 8/13/2014 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved Summary of Products Go to Page = 0 06/16/2014 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A17I. 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), 15279,2 002 W3-09 DSIE-IA471: GDISP, GRISP, GDILP, GRILP, ARISP, I ARILP, ED1SP, EDILP Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 it Page 1 / 8 0 0 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE(& W3 Garage Door Certification Agency Certificate ELk5272_R1_Q_QA__ qtlnm_!' (I.-PAf FIT 5_279 _RQ is- -g-jaterte f _,_QA _W3 L tin - __Ri;L Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions E" W_79RZJj_jQj__ -v . f Verified By: Intertek Testing Services NA Inc. - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 1-3/8" Double -skin Insulated EPS ( exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate EL152_ 79 R Q h 9S>F Rf(qniroctknA_proof QL1 ftWftqM1_P_ff Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLL5_ Z79__R-L _Z.. I -10-9 5J.-R-9 Verified By: Intertek Testing Services NA Inc, - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 152793 003 W3-09 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door 8131, 8133 Limits of Use Approved for use In HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 4 004 W3-16 DSIE-1AI71: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure. +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate 0_ n_0-_PMf of- _ 1111W=!Qn W Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EL15_ ZZ9RZ_J1AQ4j75.B_evQj.Nf Verified By: Intertek Testing Services NA Inc. - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1- 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE8 W3 Garage Door Certification Agency Certificate with figf,qf cQnj f rpc_Adp _fq9 QualityAssurance Contract Expiration Date 05/21/ 2028 Installation Instructions f LLUZ9_ 91 Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtl)qv3yVVKJZ 1 Q... 8/13/2014 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-IA471: GDISP, GRISP, GDILP, GRILP, AR1SP, AR1LP, EDISP, ED1LP Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-IA171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609 . 1,4 FBC). 15279.7 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B,55S,4RST,6RST,4RSF,6RSF Limits of Use Approved for use in HVHZ,. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609. 1 .4 FBC). 15279.9 009 W4-09 DSIE-IF471: GD25P, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' up to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate of Qtiflwe'", -0,124f EL15279 _,'_ W LIn1;9q"_f Z__QAQ__3_tA -_ Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLJ52, 79__R_2_J11_"4Q2_$-Bgv 1". Of Verified By: Intertek Testing Services NA Inc. - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double - skin Insulated FUR (exterior skin 27 ga. min.; interior skin 27 ga. min,) Double -Car (97' to 16'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate C QAC_ Letter wiKb- oqf gf!onir n l ppgf of i0"e4;_tjQn.,pAf fLL5 79RZ,__C CAC W3 Li in jntDjekAf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Verified By: Intertek Testing Services NA Inc. - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" wide) WINDCODEQD W3 Garage Door Certification Agency Certificate EU5Z72_ B2_L _QA r w h _iL_p _LtMtQf'! 95_Kc_0q_n.'PAf Fl,, L52n R2__C AC Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EL15ZZ9_ RZ_H_1Q11Q5__K9_V"f Verified By: Intertek Testing Services NA Inc. - ETL/ Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min,) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate fLI517, 9 C_L& 4 LjVag.-n s kdf L QualityAssurance Contract Expiration Date 05/21/ 2028 Installation Instructions F115Z7_9RLJL_ LQ,L6LZ-B-Re\(1 1,pdf Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/ Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No ELUj_T9_R2Q&A( r With prgkf f kr1d__pagf Me _Q _gqa!x Approved for use outside HVHZ: Yes Impact Resistant: No http://www.floridabuilding. org/pr/pr_app_dtl.aspx'?param=wGEVXQwtDqv3yVVKJZ 1 Q... 8/13/2014 maDELS 24 GA SHD2T V GA SHORT E7 GA FLUSH V GA LONG DOM HEIGHT CLDPAY 4400, 44M 4300, HDG 43M, HDW 4310, HDGL 7'" X w TO ly9'3' TO 9' FLDLMES — 66, 66G. 6E90 68, 6200 67, 67G, 62M10' tt) 12 3 IDEAL — SP200 SF201i SE200 186' TO 141P SHEET 1 OF 2 Ur— J.1 R r ICI III fhl LOW PDm SIGRi PMIQ 9IgRM A SI wx 0" waM - O'-fr 2aw- EStV1tl 4) j14 Ar SHEET WX SCREIIS a 4) 1/414/4, Say UPFlRO WA MS A a. aU mm +e a Nrta11711N iacrs!` wa Ext sLM DooR MEcasa SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B TRACK AND JAMB DETAILS. WED. U8PRM ANA MQ-0O0PAED OP CW. 7M DOOR MEETS OR FJtCEIDS rrl DESIGN LOADS FOR Tf UUML4TE wND SPEEDS l. O D MIN AOCORWG TO THE nOPoM DUUM CDOE OR TE RTIER14001ML SURD MT CODE (BAM ON ASCV-10) PDR IHE FDi1.G1liG COMOHI001S: 1) ENGDSED SULOW 2) DOOR PAS Y OF MDIH N SUR.01*WS END 201E. 3) ANY ROOF ROPE. ND 4) TEMM N ACCOR%%-= MM ANS lOa, SITE-SPDpnC CALgRAT1016 BY A QLVANW PMFfSS101i 1. MAY Of' FElt LLTDMTE YDO) SPEED Of" in 135 140 145 EVGSL CATEGORY bC,D D, C.D IL LC AW MEAN ROY IEWHT aw 1S' P9 1S' 8585CLOPAYD KESLOLOW.BLVD PRODUCTS cl© pay alasmow. MASON, OH 43040 Building Products ( 513) 770 - 48W NE FLUM aWMEL sPNwffi ROAR RID amx Sm Or UDOR l aysvRODtfI"QtdDi Faw MSUADON 1A1wVm TOPN VOOM AND WFDWR Sam 12 "MY WM TOP RLSIDI 5 04) NODE AM 00"EAmm 2-, 4' VLL . 20 a 81LV. WM U-6ML CRY /S SMOM1 N vam Arpmm Mill 9 1/4'16/ 4' SRlf Yi1PPS10 RKMB 9 OA wam NIOOOR sm MM 0-a OA.VIRDRO. ib01 8410M-OH P NO AVAXM-M P' OLTOSM PAWID MP CW. 13 M WLV. SRT1 Wn011 SMCIiT. RIAMIED MIN (4) /14b/S- SIFiT WX SCIONS. VIM OEAOHROW. OFSINI LiRR MrSlps7flp DE P10ROA PE MC PE jax3G. 1E708 PE p161s TEST LOM +41O P:S. F. ! -43S P.S.F. S P1014'T YM{YM R11N1 ,IRWM I Sm fE-1Frn W4 9'0- w x IWO-H 90 M/N 4300/4400: + 29/- 20 PSF 6 20 YELLOW PNE YERTIC= Ave ATTACJIIEM MOO() FRAIE smolmaSk 1/2-x3- LAD SCREIIS ON 24s CFMEM 1' OA. WAS" " REDUIRED. L40 SCRE1tS ILO' 8E ODUTTYRfiA6C (9Jf NOf AEQt19tE'A) TO PROY E A FUSH LEDIRTiriG ygJRiA#, FIIOISZOtLTAL dAY86 1)D NOT TRIER LAID, T1 16 G ML 6YY. SM CEXTIR NPNE wfJ01 41 SCR AVAL Lr tO MALL SNORT Sm Slm "La IMPACT RESISTANT ASSEMBLY DETAILS WnHH STEEL OR MAN THE DRAWING 101652-A SECTION B-B (IMPACT-RESIMNT GLAZING OPTION YFRtr `m ATTACixffNf [._Stl T1 n!`Y OR 2000 P9 11RL L fE ccR NOM TRASXDOOR OPD" coNnmmT10N 6ma r 318-W SL EW ANCORS ON 24- CENTERS {BM C-SO MM OR MOO PSI /M7. DOES, 1 AFFECT 7tE WOO COHCRE7) OR 1/4'x4' WC.NI SCREWS ON 24' WMXS (20DO PSI MOL CONCREI . Lao RATMO OF 71D5 DOOR. Wk-MRS 91gAAFD WITH SLEEVE ANCHDR3. 1' O.D. WASHERS 'AWN IlN®ONWt TRIl1( NFP'ORf er gay, TAPCONS. ANCHORS MAY BE 0DUNTERSUW (8VT NOf Rf04 E1fiED) 70 PRO M A F1.UFf 0" PBmOLR cm sum aPToxt o®afa6c uantorm NaC wL NOUNTRM. SURFACE. HORTZORM JkVBS DO Nf7T TRN#SfER Loa R VU COM AND =0 aPr-N Now.—(SOYmI ARx A4) Paae0. OxWK DWTR Tlo6f. 13 tN 900. S1@L FVD SIVGRT. L1At TOP BLORZONTALHBRACKET tWIE; THE D61pH Of TIE SUPPORiSIC SIRUCRA4AL E1fl/DE1S SENto sLL BEIpPAc7D 7Q WOOD 4YIB 1fT11CK omm wm ' RLSPON98LM OF 7TE PRDFES WL OF RERECORDIM FORTHEBDWOR STRUCME /takt- 6/6' Imo LOW saxes. AND M ACCDRDWM WITH CIRREM BURDWO CODES FOR 71E LOADS MW pH THE DRAWRM.. xsm 6[ to Nusmoe m..w Rn® sw -w tuM E E: k t111 a 31r — RSW LMOWx x m. I OW HEADROOM OPDON mmmr as JOAZU m , r OM.f: aWS 1MRa( IAIPACT-RESISTANT CONSTRUK=N1 .L. IRL TMGf TNfJOISR DW' taro faaA o6wa 1mT DPrc1M4 sexy-ImLwr aAallo lRE aLA1Eto W a MAN axA41Et AN AEPxam DCS PLASM N n6colo+Rts WONtw. z-t/ttHs a atr. PER. 7TMCJ! avaxT. Ili FeeME: OL MONEY WpLUD M [LIRNNC[ "m no sEcnm LRETS M i41 TRIM 9Y OxiS PER SCE 100 LOAD REDIWxltNTS OF THE FUM M 9tDW COX AND SDEAaIiCINL NNDND LQx NQ V= M LV% f-OvmBDWf MALWBOHB (16. QMPTDI /6 FVC,104 st STANDARD ASSEMBLY DETAILS , =,.Aj DRAWING 101652-9 OOOnB OAt HF lxt I crANDARD mha Y Y:T1f1N- OP60ML 554 O6S OR i ACMx6 IEEE MOML OPDPtIL ACtmo. W f1A9ClD[ OPM mt MIME iW A " Da OCt PLASM N AOCOMPOCE WN WWRX 2m THE BMWDOORASSFEBLT 9161ALLED N ONEUM#E W M TIVS SEMON WEIM ME WAD LOW) ASIURE ORS Koff. OWCOCRRD7EM 8SULT.xtNDODDSLC OBR'fOMRTIEfTR{7#iYLWTSamiCli iL1 16 nGAEQt.. 00 7YAtM WR19E.S2 & HL FOR DONE LxfllMN64A( IOR 9RE L C® LIDWAUI 9YIfW PONWOW OEM IF 1 ROPER PEZ #0006 PE PMM PLf$1613 D®NI LOM 2" PALF A -tLO P. 8.F. TEST LAY:@ 441A PSF. 4 -13,E . SF. Florida Building Code Online Page I of 2 Z if 11AE 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications I FBC Staff BCIS Site Map Links Search i^ y pr., Buss foss"/,"l Professional Product Approval4USER: Public User Pro u t Aoprov laMen_{ > ProAuct or Application Search > A lica[i n ist > Application Detail FL # FL10477-R2 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)356-6366 7 chad.diercks@jameshardie.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Chad Diercks chad.diercks@jameshardie.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 909)356-6366 chad.diercks@jameshardie.com Panel Walls Siding Certification Mark or Listing Intertek Testing Services NA Inc. - ETL/Warnock Hersey Intertek - ETL/Warnock Hersey Jandard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 1994 Approved Certification Agency FL10477 R2 Egg ASTM C1186 Eggiv_glgn y..gdf I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH61487... 8/ 13/2014 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 12/15/2011 Date Validated 12/15/2011 Date Pending FBC Approval Date Approved 12/15/2011 Summary of Products FL # Model, Number or Name Description _ f 10477,1 Artisan@ Lap Siding 5/8 inch thick fiber -cement horizontal lap siding with Lounge and groove end joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ: YesQ4.ZZR _ ATM E11Cl.r1.. 9 4 pdf Approved for use outside HVHZ: Yes FL„1Q4Z7 R _.f : Mjimjj D_NOA Q8 Q 141I gc f Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 10/02/2013 Other: For use in HVHZ install in accordance with Miami Installation Instructions Dade County Florida NOA 08-0514,11; For use outside HVHZ F f install in accordance with manufacturer's installation FlQ,477 F{ II Miami D -cog QA_ 514 ]f instructions. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Q.4ntact us :: 1940 North Monroe Street Tauaha,5s,,F 12 no 0—mat—ok-AULIM The State of Florida Is an AA/EEO employer. Copyright 2QQ7.29,1,3 State of Florida.:: :: Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. *Pursuant to Section 455,275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click tag-. Product Approval Accepts: Cl Ed M svkurity rr:xa:.e 01 http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrI H6I487... 8/ 13/2014 i chi } c`t r' artisanArtisanLaifBYJAM. HARDIR TM INSTALLATION REQUIREMENTS Visit www is nluxu . orrfor the most recent version. EFFECTIVE APRIL 2009 Im IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ1 OTM LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING Store flat and keep dry and covered prior to installation (fig. 1). Installing siding wet or saturated may result in shrinkage at joints. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. When working with Artisan, siding and trim products, carry the product on edge. If only one person is carrying the product, hold it in the middle and spread arms apart to better support the product (fig, 2), If two people are carrying the plank, hold it near each end and on edge ( fig 3). Do not lift or carry Artisan products flat (fig 4). tMatrix l ,, . FIGURE i FIGURE 2 FIGURE a FIGURE 4 CUTTING INSTRUCTIONS - OUTDOOR 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Better: I. Dust reducing circular saw equipped with a HardieBlade' saw blade and HEPA vacuum extraction b. Good: i. Dust reducing circular saw with a Hardieblade saw blade (only use for low to moderate cutting) NEVER use a power saw indoors to cut Artisan siding and trim products NEVER use a circular saw blade that does not carry the HardjeBlade saw blade trademark m NEVER dry sweep -- Use wet suppression or HEPA Vacuum NIOSH- approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.aitisanluxury.com to help you determine the most appropriate cutting method for your job requirements_ If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. INSTALLATION FIGURE 5 water-mesist ve plywood or 24" o.c. max. int ensure a consistent plank angle foundation plat I" aUu ,..III, .,I°" -- Apply caulk in accordance with caulk manufacturers written application instructions Wamioggo Avoid Breathing Silica Bust JamesHardnlOproductscontainrespirablecrystallinesilica, which is known to the State of California to cause cancer and is considered by IARC and MOSH to be a cause of cancer from some occupational sources. Breathingexcessiveamountsofrespirablesilicadustcanalsocauseadisablinandpotentialyfatallungdiseasecalledsilicosis, and has been linked with other diseases_ Some studies suggest smoking may increase these risks. During installation or handing: (1) work in outdoor areas witlt ample ventilation, (2) use fiber cement shears for cutting or, where not feasible, use a HardiebladeTM saw Wade and dust -reducing circular saw attachedtoaNEPAvacuum; (3) warn others in the immediate area, (4) wear a pro orly-fitted, NIOSH -approved dust mask or respirator (e.g. N-95) in accordance with appplicable government regulations and manufacturer instructions to further limn respirable silica exposures. Dunn ss clean-up, use NEPA vacuums or wet cleanup methods - never dryry swea p For further information, refer to our installation Instructions and Material Safety DataSheetavailableatwwwiameshardie-corn or by calling t-800-9HARDIE (1-800.942-7343)- FAILURE P[0ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD0509D5 ART0905 - Pt/6 4109 Fig 6Emmcmw4L REQUIREMENTS — xmuun~ lap Gan be installed over braced wood or steel studs spaced a maximum of 24" o.c.. Irregularities in framing and sheathingcanmirrorthroughthefinishedapplication. Artisan lap can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing, Extra caution is neces , 'Nower-driven nails (fasteners) are used for attaching siding over foam insulation/sheathing, water -resistive barrier m required in 000nrduoce withhoa building code requirements. Themust be appro riately installed withFc James Hardie does manufacture HardieWrap" Weather Barrier, a non -woven non-peiforated housewrap, which complies with building code requirements. penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility or water infiltration, Adjacent Imished graue must slope away from the building in ac)cordance'with local building codes - typically a minimum of 6" in the first 10'. uunot install James Uardm products, such that they remain Ncontact with standing water. Artisan lap butt joints are not required to land on stud, Do not nail within 2" of tongue and groove at end mpmoKS. James Hardie recommends cutting tongue or groove off when butting Artisan lap requires a trim thickness of 1 1/2" for proper aesthetics, nm8n lap may be installed on vertical wall applications only, Mm| hwall doumnceand detuibbo w. umu: m xLa mmnmmmmmmmmmmmmmmmmmmmmwmmo..'ww.v." . '--'- into trim boards (fig. 6). remove tongue or groove when a butting trim method wDO NOT use stain on James HardieO products, James Hardie products must be painted within 180 days for primed product and 90 days for unprimed, 100% acrylic topcoats are recommended, Do not paint when wet. For application rates refer 0 paint manufacturers specifications. Back-rollinT, is reco m mended if the idinliS sprayed, momo siding and trim pro ucts in compliance with I cal uilding code requirements for clearance between the bottom edge of the siding and the adjacent finished grade (fig, 7). Install James Hardie", products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig, 7). Maintain u2' minimum clearance between James Hardie" products and paths, steps and driveways (fig, 8). Maintain ou'minimum clearance between James Hardie productsand decking material (fig. At the juncture of the roof and vertical surfaces, flashing and shall be thePmclearanceer i '~ '-----------' w Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing, Do not caulk gap (fiy //). Maintain aminimum 1''gap between gutter end caps and siding & trim (fig./2). When ending Artisan lap at the bottom of a window or at the top of a wall, a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle. Also when cutting Artisan lap around doors, windows, or other horizontal trim applications, 8oadditional starter strip nigbe necessary to achieve proper plank angle (fig, /3). Install kickout flashing at roo wall junctions (fig. 14) pmvREn FIGURE 12 water - siding resistive barrier deck material flashing joist ledger FIGURE 13 KICKOUT FLASHING Because ofthe volume ofwater that can pour down asloped roof, one of the most critical flashing details occurs where aroof intersects aoiduwm||. The roof must hoflashed with step flashing. Where the roof terminates, install okickuutk>deflect water away from the aiding. tiobest to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickuut. To prevent water from dumping behind Na siding and the end of the roof | n1amooUon, install a ''kickout^ of sufficient length and angle to direct the water running down the roof away from the siding (fig,/4)! FIGURE flashing The illustration (figure /4) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information visit www,ilcofiline.com. JOINT PLACEMENT& TRE47MENT mmmmm/nxm/mmmmmmmxo:mnnmmxm^n/*: ".. " JOINT PLACEMENT JOINT TREATMENT Artisan"joints are not required to land on stud, it islapbutt Install factory finished tongue and groove edges together recommended that butt joints onplaced v'off stud m0 7 otbuff i susing J n(Fboh|og g/6l DVn nail within 2''oftongue and ynmveaiend uf pookx. 24" line water. resistive max, barrier recommended ove lap it nail Joint Flashing Artisan' lap FIGURE 15 FIGURE 16 ARTISANvwvACCENT TRIM mmmmmm/mmummmmmmmmm: m:mo/mmwx'' Artisan lap requires atrim thickness nf1 1/2^for proper aesthetics (fiyo /78 /f). 2 1/2^ minimum 16ga, finish oaUu may be used to attach Artiaunn*Accent Trim to wood frame construction, ET&F or equivalent fasteners mscrews may boused to attach Artisan Accent Trim to steel frame construction. Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2" from the edges 0Vthe trim and for all other fasteners no closer than 3/4". Fasteners must be no closer than 1 " frorn ends of trim and spaced a maximum of 16''nz.Ensure trim iuadequately fastened. Maintain aminimum 1/2" clearance between Artisan Accent Trim and roofs, decks, paths, steps and driveways. Maintain a 1/4" clearance between Artisan Accent Trim and horizontal flashing, Note: James Hardie recornmef ids installing trim boards so that seams are not visible from the front facing mstreet curb view (fig,/r). FIGURE 17 Accent Trim FIGURE 18 Artisan T' Accent Trim Board Width Pre -built corner Site Built Corners Other areas ( e,g. window trim, band boards and fascia) 4" 1 nail every 16" to attach boards together + 2 nails every 16" each board 2 nails every 16" 2 nails every 16" 61, 1 nail every 16" to attach boards together + 3 nails every 16" each board 3 nails every 16" I 3 nails every 16" I I requifed by IOGal building code. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel, ElOGtro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners, Stainless steel fasteners are recommended when installing James Hardie" products. PNEUMATIC FASTENING James Hardie products can behand nailed mfastened with a pneu iatictool' Pneumatic faotei ishighly recommended, Set air pressure u° that the fastenerisv/wu// mm-with the surface of the siding, flush on mount attachment ,--' kmon on UAo pneumatictool is recommended.This wiUhelp CuUho|the depth the nail iodriven. |fseUingNenail depth pmvondifficult, choose age0n0that (Drive under Uhvonn bsnug wKh aumoo faced hammer ' Does not app for installation obo|kaming). -' Consult applicable code compliance report for correct fasteners type and placement hoachieve specified UoSi | NOTE: Published wind loads may not be applicable touU amm areas Luuo| Building Codes have specific jurisdiction, dloads. CnnsuKJamesMu Hardie Technical of Ucah|ecompliance dQCu0enNN0m, Drive fasteners perpendicular tosiding and framing. Fastener heads should fit snug against siding (no air space) ( fig. A Do --'—over-drive—nail ^heads ~ drive nails ~'""n'~ Snug Flush Km|:0uNe mnk.mm|kn|hole and add oom/g Bl covnmmv,* For wood hamio underdh ||s should be hit flush to the plank Cuu|xa N w/muhammer (horfr aming, mmuvoand mVuconai|). ' \`' ~(mu«»*n OD^,' Donot use aluminum huo\onum.ans.ordiVpxdhead nui|o «o»»v»««' Use the nailing line provided on the board for proper nail placement. FiGuRE A FiGURF 8 drive nails FASTENER REQUIREMENTSmmmmmmmmmmmmmmmmmmmmmmmmommmm...''` BLIND NAILING (required) Framing Steel Framing roper nail placement Do not nail within 2" of tongue and roove at end of Use the nailing line provided nnthe boardfor proper nail placement. overlap 41 t—J, 00 NOT USE NAIL LINE AS LAP LINE k water -resistive barrier Inailing linestud00NOTUSENAIL LINE AS LAPLINE barrier blind nail overlap barrier J* 7 0 a Me- PH med. 9raO= tUznt manufalcturers, specifications, the use of f lat paint on ArtisW lap. DONOT use stain on JaTm H3rdieg' products. JaTes Fbrdie products must be painted within 180 days for primed product and 90 days for unprimed, 100opcoEts are reoaTln-ended. Do not paint when wet, For applicaticn rates refer to part manufacturers specifica- tions, Back -rolling is reccrnrnencled if the siding is sprayed, CUTE) GETREATMENr Caulk, paint or prime all field cut edges. ZT-,; PT down ==xes every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* Y, ng c, Niaintaini the e)derior envelope and connections including jants, penetrations, flashings, and sealants (caulking) that may pro\Ade TrrostureentbeyondtheeAdaiTain, • t gutters, bj V edpipes, and c Ows% equ,red. R nameansni• t:• vegetation that is touching the building, aearaince between the siding and shrubs is recommended. Rwring required edernail ground cleeirances aind drairage slopes are rrialintained. ftrning: Hqh =rewzterb1;& s (e.g. • —II Swce W".Vitt V&-t2WptUCt' vit-poe't filv lf'cw.A. JZWA Wvtietix, not reocliyner d tmethods of cleaning. Low pressure water spray or a-maLm br—istle (nonmetall) brush are more suitable for cleaning fiber cement products. fifer to yw parlt ninfaclLm for washng and making repwierts related to pant perfamarce, ATM -P5/6 4109 0MRAMA- PRT/ESTIMAflNGj GLADE Number of 12' planks, Includes 5% waste factor, Arti san' lap width Rank Width 51/4 71/4 81/4 Exposure 4 6 7 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 132 88 75 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 D 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 FEMCM Artisaf lap wrplies ASIM CI 186 in so doq meets the Rber-Oement Sting code reclumnents in the 2006 InterTdiond Bulcling OxW Section 1404. 10, 1405,15, aid 1405,172; end the 2006 kitaivitiord Flosdential Cody for O)e- ad No Rmly I)Nellirgs Table FV0.4 and section W03.10,2. Sioementary code owoience detals ae foind the AtW lap CoW Owpliaice SW. FCOMCM FUXXMCN HardeTnO boat's m@y be ingAled as an eqLd altanli* to corwitional trim panitted for use in, the 1997 Womri WldrQ axle, Section 601 551 the 1997 Standard WI(JngO* Section 14041 ; the 1990 BOLA Nationeil Biking (ode, Section 1407.2,2.2003 IntaWiond Rjldng Code, S9clJonI4O2,1,the 2003lntem@tiad ResidaMO)dleforOv- a) d'lWRTnily-B&,dhrxASection F;V031 tt e 2003 trtemaianal Residence OAo for One -aid Two - FaTily - Nellings, Section F703.1. and the 19W Int"iona 010-and -'ron-Farily DWling OxluSedon 601. 1, 0 2009 Jam Hycheint"" Finance RV All rights reserwd TIA W ard(D dencte Vaday'arks, artisan or regstaed tratnwksof Jaries H?rde Iriternatia'd Aro'ce RV IlleAlisan logo is atraderyak d t rk M e 8 N A R 0 1 t Jams Hyde IrletT9i" Rom B.V. Aldtia-d Installation InfaTnatim ftrarties, and ftmngsareavaWeat wwwarfisankmqconn MrM - W6 4109 Florida Building Code Online Page I of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 8CIS Site Map Links Search Busine%t f Product Approvalmal41". rio USER: Public User I eglu'lAc,)n if RM4u i;trov I _Mgq'y > Rr Altc toq §r,h > cAU-on _itM > Application Detailpph FL # FL3901-R6 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Rooting Metal Roofing I , 1 4 - 1 4 7 7 LSANFORD Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Niernmen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/28/2015 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) amid"A ASTM A653 UL 1897 Equivalence of Product Standards Certified By Sections from the Code YSM 2007 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDqvWKSy 14FFJe... 8/13/2014 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/09/2013 Date Validated 12/12/2013 Date Pending FBC Approval 12/16/2013 Date Approved 02/24/2014 Summary of Products r— I FL # Model, Number or Name Description 3901.1 MetalWorks Steel Roofing Systems Steel Roofing Shingles Limits of Use Installation Instructions Approved for use in HVHZ: No f_Q90,1 R II,,, 201__12 FINALI A,1 ER TAMKO _E_Q"1- Approved for use outside HVHZ: Yes R6,p4f Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: +N/A/-99.0 Created by Independent Third Party: Yes Other: 1.) The design pressure noted on this application Evaluation Reports relates to one particular assembly. Refer to ER Appendix for F4i 0,1 R6 2Q13 1 FINALSR TAMKQ FL3901 other systems and deck types. 2.) Refer to ER Section 5 for R6.pdf other limits of use. 1 Created by Independent Third Party: Yes Contact us :: 1940 t#RLSh Monroe Street. TalWassee FL 32399 Phgat 4 The State of Florida is an WEED employer. Copyright 2007-20 b.3514te of Florida.:: Privacy ate n t :: A s ibili :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. ;Pursuant to Section 455.275(i ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F,S„ please click here . Product Approval Accepts: filx{k 13 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvWKSy 14FFJe... 8/13/2014 R C>0 - ` k *f r) 'il e_ TRINITY ERD APPENDrx 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Table Application Method System MOP (Max Design Pressure) Page A-1 AstonWood, Stonecrest State or Stonecrest Tile '1 -22.5 psf 2-4 A-2 AstonWood, Stonecrest State or Stonecrest Tile 2 -52.5 psf 5-7 A-3 AstonWood, Stonecrest Slate or Stonecrest Tile 3 -60.0 psf 8-10 B-I Stonecrest State or Stonecrest Tile 4 -60.0 psf 11-13 B-2 Stonecrest Slate or Stonecrest Tile 5 -99.0 psf 14-16 1. The roof system evaluation herein pertains to above -deck roof components. Roof deck shall be specified and installed in accordance with FBC requirements to the satisfaction of the AHJ, but not less than minimum 15/32" plywood at maximum 24-inch spans attached with minimum 8d x 21/2-inch long ring shank nails spaced 6-inch o.c. at board edges and intermediate supports. In re -roofing or recover the above attachment shall be in addition to the existing attachment 2. Unless otherwise rioted herein, fire barrier and/or underlayment materials may be any that meet TAMKO minimum requirements, the QA requirements of F.A.C. Rule 9N-3 and 2010 FBC 1505 when installed with the roof covet'. 3. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609.1.5 for determination of design wind loads. ahl. , are t'aced on roof Cladding design wind pressure requirements for gabled/hipped roofs in accordance with ASCE 7-10, multiplied by 0,6 o-i accordance with 2010 FBC 1609.1,5. 5, Table$ are lirritted to Project,-, having gable or hip roofs with a mean roof height between 0 and 60 feet, slopes between 70 and 450 (1.5:12 to 12:12 pitch), enclosed buildings (Internal Pressure Coefficient, GCP! = + 0.18), no load combinations (Kd = 1) and site conditions and location of the structure do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,, = 1,0). Analysis for buildings falling outside these constraints shall be on a project- by -project basis by a Florida Registered PE, 6, Reference to 'OK" indicates the system performance exceeds project, requirements for that pressure zone. Reference to "NO," indicates additional testing or rational analysis by a Florida Registered PC Is required to address that particular pressure zone. 7. The dimension of Zones 2 and 3 (perimeters and corners) shall be defined as 10% of the least horizontal or of tle, mean roof height, Whichever is smotler, but (lot Ie$$ than ("'ither 41/b (,,if 0)(,, least horirontai Plan -view dirylension Or 3 os Figures 30,4 - 2-R and 30,4 2C of ASCE 7 10, 4, a a V Q3 ; Aa) 03 T ';(D Oz Of 2) 01 0) I Q quailfied des.qil 5jhall terV,ev, (he 10. cu'i,,oii;juo ti) iim"'muln I ll'lesysterli, lor instaHation over -I flie f)<irrlor zlilnd/or existirlg asphalt Shingles, panQ: that rl age the roof deck shall be of suffwieft length, to penetrate the underside of the roof deck by not less than % inch, 10, Panel fasteners shall tie cofrosion resistant. Lxlerior Research and Design, LL.0dibia irinitylLRD Lvaluat ton Report 140900. 04.12 - R I for V 090 1 - k6 Ceztlflcate of Aulthon7ation 4t9503 Revlytorl 1 711 " J,l '3 Prepared by: Robert Nierninen, PE 59166 Appendix 1, Page 1 of 16 TRINITY ERD rt.„. i 4 i`-":• f 3 i.:3a :r'a i:iapk v-'iz44,t»€tt; ri'i. a c.5 t,:zaN:t ( is , i A,rram—,l k 1'r4" wide I ( i I a,*d .H."- t 1 h,n,^iQ i spaced 1t>", t4 d,w .,fb ` T lale L : Sv t nn NacnFh[=-2?.5 p fl rax osure [t for slo itati a A° a Flo a x1" .5.12 < tch 6.1.1;t Moan Roof Heinht (ft) Roof PrP-,;1 arP 70n€* ht _..° k No 1 PICA a () . ? w, . M .,. tNq I I ( ' NO, .... fVp ._ ... , #w4G , i, . NO No i-.____._.._......._..:._.,._.._.__-._._--.:.._.....,.,.. F il. Ik4,?.:......«........, t'Yi,1 ..,.,..,,,, IYI.Z Y`itt,,.tk NrI I I OK nK` I r ti ivy Nts#Cb tinfi 1 4cif4 ... P'4 ,..., .h.,. to F fl...... 4 1f\ (td1 Kt NO Mir) OK ! OK OK v tdi'aki.3 i'ii $5it3 i4!j 4*4 4t,3 ' N3 „. i'9£,} Iu mt „.y.: £ 1£rr:'t ^ci°"1 "+ +fit wi F mA . vNl a Eke # Ibx System Nu i AstunWooc Stuikaeor Stonecrest i iie ((4uM - 4Z.S Psi) w - a i C^ 1 a s d , k' 2 ....1 a# ter a` ii..t i+ae, k't5 f rix z a€ \ k u w , W) e trig Sz4. }'v 3 TRINITY ERID 3`1W AOM SnWm Nu, 0 ARO"Woot MomumO 500 or 5Wnew,W Tic (HDP 215 P41, T Eynns"re f fnr Slone Pinve, < onre < 450 V,!z "h) (MMflMateDe"Oqn wind Speed I A, I :All H Mmmmmm mm TRINITY ERD ED TRINITY ERD TaWe A-,Zdt Systetri No. ZAskooWood, Stooectest Skate of Stortect"st Tiie (,MDP - -SZ,U psF) kjltii- Flote D2'`Skp-t Wind S-peerl V"j, i t n N10" 4 Mj T TRINI-Ty ERD TRINITY D TRINITY D E s t lK x a._ q AAtt u+»u 1 -I > 113 r i t x Hv k a Niq t ^. Nq—^,.,.. 1n 1 - m t f t.. l yp s F Q a m, TRINITY ERD TRINI-['Y' ERD System Deck Fire underlay Panel Attachment -_ MDP No. (See Note 1) Barrier Clips Clip Placement Fasteners psf) m ASIM D226, Five (5) 26 ga. x One (1) positioned at the II FBCTypeMinimuor11/4" wide x 2-V " middle along the width at One (1) Af 10-8 x Min, 15/32- APA 4, Optional) Approved equivalent or long " Standard ' one end. min. 11/2-mch WO rated plywood See Note 2 TW Metal & Tile I amko Clip' per Four ( 4) at upslope-edge screw (See Note Underlayment or TW shingle spaced 4", 11", 26" and 9) per clip Underlayment 37" from right end. Table B-1a: System No. 4: Stonecrest State or Stonecrest Tile (MDP = -60.0 psf) OK K K e, v 2 NQ K NO NO, OK OK K OK NOi N 0 NCI N II) KI i ()"< ; ?W 11- 1- 1-1111 "I'll, -1,111,111-1 — "I'll, 11-1-1--, 1-11 1- "I'll, 4-,", 1,111-11111. 1 , ", --- ""', I- TRINITY ERD s, 6,0 4 F0 ?44n Tahle B-tfs System No, 4: Stonecrest Slag or Stonecrest Tile (MDP = -60.0 psf) Exposure D for Slope Range 270 < slope 450 (6,1 2 e pitch 12J2) TRINITY ERD NO lt it{ t yA CSsI"4 N TRINITY ERD Table 8-2a: System No. 5: Stonecrest Slate or Stonecrest Tile (MDR = -99.0 psf) ExBosure B for Slope Range 70 < slope S 270 ( .S:12 < pitch < 6.1:12) Mean Roof Ilciqht (ft') I Roof Pressure T 1-1111- - 11 ---------- ---- Ultimate Desiq_q W'n . ..... eeo - Vw, (MP I'll 1-1_'__"' Zone 110 1 lls F 1 - ---------- — 1,20 IY6 I I K K IK K 0K K K K 0, K OK DK C)K On K 0 K 01" OK L thaw K UK OK K UK QK K T DK OK NO NO OK 4 OK W CW K nK K' OK W C)K nl< v Ov K OK K V(, OK C)K DK C' OK C) K 0 K OK 0 K NO K i\ OK A Ovc'r!llan), 0 K K J 0K 1 0 K NQ NO N( I CK oK K K 0 K K 0K 0 K K K Co K o K JK i K 7K 2 OveFhomi K 1)K OK _4 01K i OK OK OK j OK NO K 0 K No NO No NO W K K_ 4- K k t k S )K UK t)u0 K K 1 0 K OK K K 0 K OK 0 K OK 0 K K K OK NO 1 1 K 1 NO 1 2 EVE rh a r a OK C)K UK 11K I UK N (11 t-xt P fir)" w-Serro xn cl i )f,,;tg n, t 1 0/ t)/,i t n n tty I tI? t vl_llu,lr Io" Wport I 4Wnw,wi, I ' 1t I for t 5oo! 1ti' of Altthnh7 ifion #91,01 1 1, *)1! 1001 TRINITY ERD Table B-2c- System No. 5: Stonecrest Slate or Stonecrest Tile (MOP = -99.0 psf) ExBosure C for Slope Rang e 7* ;j sloee < 270 (1.5:12 < pitch g 6.1:12) Mean Roof Height (ft) Roof Pressure Zone 4iUltionateDeswnWind S ed - V.ft (mph) 110 115 120 130 140 150 160 180 200 0 < h < 15 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK OK 3 OK OK OK OK OK OK OK NO NO 2 Overhang OK OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK OK NO NO No NO 15 < h,:520 I 2K OK OK OK- OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 3 OK OK OK OK OK OK OK NO NO 2 Overhanj OK OK OK OK OK OK OK OK NO 3 Overhang OK OK OK OK NO NO NO NO NO 20 < h S 30 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 3 OK OK OK OK OK OK NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK— OK OK NO NO NO NO I NO 30 < h < 40 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK qK NO 3 OK OK OK OK OK NO NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK NO NO NO NO NO NO 40 < h :50 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO Sr 3 OK OK OK OK OK NO NO NO NO 2 Overhang OK OK OK OK OK OK OK NO NO 3 Overhang OK OK OK NO NO NO NO NO NO 50 < h < 60 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 3 OK OK OK OK OK 0L NO NO NO 2 Overhang OK OK::OK, OK OK OK No NO K I OK I No NO NO , I NO, I NO I NO Table B-2d: System No. 5: Stonecrest Slate or Stonecrest Tile (MOP = -99.0 psf) Ex sure C for Slope Ranga 270 < sloB2 1450 (6.1:12 < pitch 12:121 Mean Roof Height (ft) Roof Pressure Zone Ultimate Design Wind S eed - V.tt (-ph) Ito Its 120 1 130 140 ISO 160 1 180 200 I OK OK OK qK QK OK OK OK OK OK 0< h < 15 2 &-T--'—U-K—' OK OK OK OK OK OK OK 2 & 3 overhanq OK 0K OK OK OK OK OK OK NO I OK OK OK OK OK OK OK OK OK 15 < h < 20 2 & 3 OK OK OK OK OK ---OK OK OK OK 2 & 3 Overhan OK GK OK OK OK OK OK OK NO I OK OK OK OK OK OK OK OK OK 20 < h < 30 2 & 3 OK OK OK OK OK OK OK OK-- OK 2 & 3 Overhang OK OK OK OK OK OK K OK NO 1 OK 9 K L__ gK_ OK OK OK OK OK 30 < h < 40 2 & 3 OK OK OK OK OK OK OK OK OKOK OK2 & 3 Overhan OK 0 K OK 0 K o K NO NO OK OK OK OK OK OK OK 0 0 2 & 3 OK OK OK OK OK OK OK OK OK 40 < h,< 50 OK OK QK OK NO NO r OK OK OK OK OK OK OK OK OK OK OK OK 50 < h -:E 60 2 & 3 —' OK 6K-- OK 0K OK OK OK TW- 3 —Gverhan OK 6-K-----dK--6—K--0K--6-K— OK 40— NO Extenor Research and Design, LLC. d/b/a TrinitylERE) Evakiation Report T40900,04 . 12 - R I for FL3901 -R6 Cei tiliwte uf AudivrieoLiut) 44,9503 Revisiuti is 12j! 1120133 Prepared by: Robert Nierninen, PE-59166 Appendix 1, Page 15 of 16 TRINITY ERD Table S-2e: System No. 5: Stonecrest State or Stonecrest Tile (MOP = -99.0 psf) Exposure D for Slope Rang le 70 slope < 270 (1.5:12 < pitch g 6.1-.12) Mean Roof Height (ft) Roof Pressure Zone Ultimate Design Wind Speed - Vuft (mph) 110 LIS 120 130 140 ISO 160 Lao 200 0 < h s 15 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK OK NO 3 OK OK OK OK OK OK NO NO No 2 Overhang OK OK OK OK OK OK OK NO 00- 3 Overhang OK OK OK OK NO NO NO No NO 15 < h,:20 1 OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 3 OK OK OK OK OK NO, NO NO NO 2 Overhang OK OK OK OK OK OK OKI,NO NO- 3 Overhang OK OK_ OK NO NO NO NO, NO NO 20 < h < 30 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK ok No NO 3 OK OK OK OK OK NO No NO NO 2 Overhang OK OK OK OK OK OK NO NO NO 3 Overhan OK OK OK NO NO NO NO NO NO 30 < h 40 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 3 OK OK OK OK NO NO NO NO NO 2 Overhang OK OK OK OK OK OK NO NO NO 3 Overhang OK OK NO I NO NO I NO NO I NO NO 40 < h < 50 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 3 OK OK— OK OK NO NO NO NO NO 2 Overhan2 OK OK OK OK OK OK PQ NO NO 3 Overhang OK OK NO NO NO NO NO NO NO 50 < hS 60 I OK OK OK OK OK OK OK OK OK 2 OK OK OK OK OK OK OK NO NO 3 1 OK J OK OK OK 1 NO NO NQ NO NO 2 Overhang OK OK OK OK I OK NO NO NO NO 3 Overhang I OK OK I NO I NO I NO I NO I NO NO I MCI Table S-2f. System No. 5: Stonecrest Slate or Stonecrest Tile (MOP = -99.0 psf) Ex sure D for Slope Ranga 270 < slomg 450 (6.1:12 < pitch 4 12:121 Mean Roof "eight (ft) Roof Pressure Zone Ultimate Design Wind Speed - V.0 (mph) 110 LIS 120 130 140 ISO 160 ISO 266- 0 < h < 15 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK_ OK OK OK OK OK 2 & 3 Overhang OK OK OK OK OK OK OK NO NO 15 < h S 20 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK OK OK OK OK OK 2 & 3 Overhang OK OK OK OK OK OK OK NO NO 20 < h < 30 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK OK OK OK OK OK 2 & 3 Overhang OK OK OK OK OK OK OK NO NO 30< hS40 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK OK OK OK OK NO 2 & 3 Overhang OK OK_ OK OK OK OK OK NO NO 40 < h S 50 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK OK OK OK OK NO 2 & 3 Overhang OK OK OK OK OK OK NO NO NO 50 < h < 60 I OK OK OK OK OK OK OK OK OK 2 & 3 OK OK OK OK OK OK OK I OK NO 2 & 3 Overhang OK OK OK OK OK I OK NO I NO NO Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report T40900.04.12-RI for FL3901-R6 Certificate of Authorization #9503 Revision 1: 12/11/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 16 of 16 Z NO o Z L Z 6. r °' u 0 " I 120.56' 0 FOUND IRON CAP 13382 5la5 GROVE MANORS FIB 10 PGS 31 & 32 N 89*57'19" E 3' CONIC 8LK WALL SAWARY r\CrA FRAMESHED16.2' T,i. raj FOUND IRON & CAP #3382 6' { 0 4 3.4' i S 2 STORY FRAME RES 50.3' n 190.78' b1 CONCRETE - DRIVEWAY 12• ti a 0 i V) N 12' 69.50' PONT OF BEGINNING SE ,, CORNER OF LOT 31 FOUND 4'X4' CONIC iytoN+ {NOT) Sri + 0 i W its 0 1 W D FOUND IRON Ac CAP #3382 E c ? LA l C3 , PLAT Of BOUNDARY SURVEY for - _ x 1403 SHADY LANE, LLC' LEGAL DESCRIPTION C V BEGINNING at the Southeast Comer of Lot 31, GROVE MANORS, according to the plat thereof as recorded in Plat Book 10, Pages 31 and 32 of the Punic Records of Seminole County, Florida, thence runS.05°15'15'W., along the West Right-of-way of Mellonviile Avenuue for a basis of bearings, a distance of 85.00 feet; thence run West 153.00 feet, thence run N.32033'28'W. 55.75 feet, thence run North 37.50 feet to apointontheSouthLineofsaidGROVEMANORS; thence run N.89157'19'E., along said South Une,190.78 feet to the Point of Beginning. SURVEY NOTES: 1) No underground utilities or Improvements were located by this survey 2) The above4escxibed property lies in Flood Zane X 3) The street address of the above -described property is 2300 Meilonville Avenue 4) This survey was completed on the ground on 18 July 2013 50.3' n O M M WEST 153.00' 0m 20Zm SURVEYOR'S CERTIFICATE This is to certify that this 'Boundary Survey' of the above -described property and the plat hereon delineated is ar. accurate representation of Il,e same. I further certify that this survey meets the Minimum TechnicalstandardssetforthbytheFloridaBoardofSurveyorsandMapperspursuanttoChapter5J-17 of the Florida AdmintswwativeeCCode rsuant to Sedop. 472.027 of the FWd3 Statutes. t BLAIR NER - P.S.M. No, 3382 2597 Sanford Avenue - SanfDrd, Florida 32773 - 407-322-2000 Not valid without raised seal of surveyor C 61 O i477 PROD. NO, 13-217 727668 iA01 10 d iu:cr a_p r nmaowronumvvp i mczAjpx-IaauclAc i,larocaccueacKmveanazUacooiyzrvzk. 1-4 0 6-4-14 12 0.0 17-7.2 24-0-0 25.4.0 14-0 6 4-t4 - _... 5 - --... - -- 5-7-2-- ----- 6-4 14 --- Scale = 1:42.0 4x4 -- 4 l 6 44 -.-- 3x4 == 4x6 = 3x4 = 44 =- 8-3-4 LOADING psf) i SPACING 2-0-0 CSI DEFL in loc) I/del L/d TCLL 20.0 1 Plates Increase 1.25 TC 0.66 Vert(LL) 0.29 8-10 999 360 TCDL TO Lumber Increase 1.25 BC 0.74 Vert(TL) 0.69 8-10 420 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix-M) Wind(LL) 0.32 8-10 914 240 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1186/0-4-0 (min. 0-1-8), 6=1186/0-4-0 (min. 0-1-8) Max Horz2=53(LC 11) Max Uplift2=-253(LC 12), 6=-253(LC 12) PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. MITek recommends that StatiiUzers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide_ FORCES ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2724/789, 3-17=-2673/801, 3-18=-2504/728, 4-18=-2455/735, 4-19=-2455/735, 5- 19=-2504/728, 5-20=-2673/801, 6-20=-2724/789 BOT CHORD 2-10=-683/2536, 9-10=-430/1751, 8-9=-430/1751, 6-8=-699/2536 WEBS 4-8=-202/869, 5-8=-320/193, 4-10=-202/869, 3-10=-320/193 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.Opsf; BCDL=6.Opsf; h=25ft; B=45ft, L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-9 to 1-7-7, Interior(1) 1-7-7 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone ; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will It between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=253, 6= 253. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 10-11=-20, 8-10=-80(F=-60), 8-14=-20 I MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DRIVE SUITE 100 ALTAMONTE SPRINGS, FL. 32714 PHONE: ( 407)681-1917 AO- ZiaM. I 3 No.42704 STATE OF J 4. 4 d Kipp:•.• APR 21 2014 ••...... A William M. Ranieri, PE'TFE9M # 42704 727668 A02 T 1 Common Supported Gable 04 -- 1 Job Reference 7.510 s Jan 2021 12-0-0 Scale = 1:42.0 3x4 _ 22 21 20 19 18 17 16 15 14 3x4 =_ 5x6 -_ 24-0-0 24-0-0 Plate_Offsets_(X Y)r-I19.0-3-0 0.3-Q1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1 25 TC 0,14 Vert(LL) 0.00 12 n/r 120 MT20 244l190 TCDL 7.0 Lumber Increase 1.25 BC 0,06 Vert(TL) 0.01 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES I WB 0.03 Horz(TL) 0.00 12 nla n/a BCDL 10.0 Code FBC2010/TP12007 Matrix) Weight: 108 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stablhzers and required cross bracing be installed during truss erection In accordance with Stabilizer Installation guide_ REACTIONS All bearings 24-0-0. lb) - Max Horz 2=53(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 16, 15, 12 except 22=275(LC 1), 14=275(LC 1) FORCES (lb) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuIt=139mph (3-second gust) Vasd=108mph; TCDL=4.Opsf; BCDL=6.Opsf; h=25ft; B=45ft, L=24ft, eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Comer(3) -1-4-9 to 1-7-7, Exterior(2) 1-7-7 to 12-0-0, Corner(3) 12-0-0 to 15-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. CERT. OF AU`1'HORIZATION NO. 9177 222 S. WESTMONTE DRIVE SUITE 100 ALTAMONTE SPRINGS, FL, 32714 PHONE: (407)681-1917 A No.42704 i iR STATE OF ; William M. Ranieri, PE"TER # 42704 0 WEB LATERAL BRACING RECOMMENDATIONS TYPE DACM MA T E1 IALI) A 1x4 92 5TD (ON5T. (SPF, OF, HE, OR 5YP) 20 93 STD. (ONST. (5PF, PF, HF, OR cYP) 20 # 3 STP- (ONST. (;PF, PF, HF. OR 5YP) p 2x6 # 5 STD. (ON5T. (5PF, PF, HF, OR 5YP) C' NG ( X-[rh_INf ) 13 EM?CE CHVIT) Qd GUN NAIL FAN? 5) TrIU55 ` lvvtC ME MGCEp5 GE NERHL, NOTES: I) THE DIAGONAL BRACING (X- BRACINCS) TRANSFER THE CUMULATTUE LHTE.Rfi(_ BRACE E DRCE.S INTO THE ROOT AND/OR CEILING DIAPHRAGM. No ADDITIONAL RIERAt ( ORiE HRS BEEN ADDED FOR WIND 2) THESE PIA HRHGM CALCU(_HTIONS ARE BASED ON THE LATERAL BRACE CARRYING Ot OF THE WEB FORCL 3) DIAGONAL BRACING MATERIAL MUST ESE THE SAME SIZE AND GRADE (OR BETTER) AS THE LF)IERAL, BRACING MATERIAL AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH E21 10d GUN NAILS (n3 10d GUN NAILS FOR 2x6 DIAGON(ILS) u) CONNECT LATERAL BRACE TO EACH TRUSS WITH (2) !0d GUN NAILS 113) Iod GUN NAILS FOR 2x6 LATERAL BRACES) 5) THE Iod NAILS SPECIFIED SHOULD BE 30' LONG AND 131IN DIAMETER 61 LATERHL BRACING SHOULD BE CONI"INUOUS FIND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY 7) FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS BRACING. REFER TO BCSI-BI SUMMARY SHEET. 8) SEE SEPARATE TRUSS ENGINEERING FOR WED FORCES. MnXT,ML_ JM WEB E ORCE ( BS 24" ON GENTER 48" ON CENTER _ 72" ON GENTEK X DKAGE DRAGIN6 MATERIAL TYPE_ 3RACIN6 MATERIAL TYPE DRACIN6 MAT, TYPE - DAY 5I Z E _ - --- A G D A [3 C D C D 10Q 4600 ' 4600 " 4600 6g0Q 1344 4600 4600 6gOO " 4034 0362 12 0" 3g42 3g42 ' 5g42 ' 5(114 ' 1544 5g42 3g42 5`114 ' 5g42 5g14 " 14 -0 3450 3450 3450 ' 517`? 1544 54' ,)O + 5450 5175 ' 343 '5175 " 161-0 5066 ' 3066 -5066 " 4600 134 5066 3066 4600 " 306 4600 " 18 G' 2760 2760 2760 414Q 344 ?760 ' 2760 -4140 276 4140 20 Q' 25Qg " 250g 250g " 5763 1344 2507 25Qg 576.E ' 2`5Qg 3765 G ON T K OI 11- 0 6 Y G O NN F G T i ON MAX. FORCE/3 FROM MITEK DETAIL # L6-001_0f301g3 al U A American Builders Aawksoiapm«: Supply supply ABS 18017thStreet SW -Winter Haven, FL 33880 Phone: 863-294-061 1 Fax. 863-293-156 William M. FLORIDA PROFE LICENSd William M. Ranieri, PE"""N`!°11M # 42704 0 TYPICAL GABLE END DETAIL TA. fT\ If P TC1',S-ffICA, - f Cr . IMF Ql 2M I ''L 51,F- TAM- FOr< MAXIMUM K,/ACE:, ( If' .APFHCAMG ) , MINIMUM GRADE OF l_UMDER TOP CHORD (20) NO 2 5YP DO-L CHORD (2x4): N0. 2 5YP WED5 (2x4) NO. 5 5YP 2) CONNECTOR FL.ATES MINIMUM 1) 20 6AUGE A EVERY JOINT i YP[GAL. LOADING (P 5 F) TI(_E: SHINGL_lS Of' LIVE LOAD 20 20 TOP DEAD LOAF: 15 7 DOI- TOM DEAD LOAD: 10 10 TOTAL: 45 37 STREh5ING, 1.2`5 1.25 wNfJt5 01MMON r' Ij L/r t ro rn VV "tCt^G ..1%f. a Miri!i'iU., 5r, ej. V' t.,uC UrUC G' a" V' ,,-Uv'.r TYPICAL GABLE END xlericx Grade `heathirM 0 Or, 20 A, 15 rT,QUIRC L" BRACE DETAIL NOTE 1) U5E 8d 6UN NAILS Al- 4" O.G. FOR 10 AND 10d AT 4" 0-C FOR 20- 2) 1F 51RUCT UKAL ' iHEATHING 15 U5F1) ON THE FA.GF OF 6ADLE THE ENGINEER OF REGORD MAY DFFM L_-DRACING UNNFCF55ARY. MAXiMi_)M '' H! IU-Hr FADI. WIND VLLOCII Y 1410 M r H 5PACEN6 OF MAX- t El' MAX t FN6TH i MAX LENGTH MAX- L.N61H VERTICALS NO DRAGS ( 10 DRACE 2x4 DRACE' 2x6 D AGE 12" 4 7' 16 5110111 123 --- 24 3 4 a 10` 6" a 10,0 L _. -- __. _. _ _ .--- Dr.YOND 1H[5 ._ 1:.NGTH UA- 2x6. American AB Builders onaa a., Supply 1901 7th Street SW - Winter Haven, F1. 33880 phone_ 863.294-0611 Fax 863-293-1561 William M. FLORIDA PRQFE, 1 William M. Ranieri, PE' 7% W# 42704 ors HEEL 'EMIT 1 N4 S11 General Notes aCT,71 - ? TOP zr -N A P, Rql*.d Wilee— bead" .ft St.— @ Wgh. T— —, — . .I - ~.d wftho. d—twi- ASS, . Ay bxidsat 4hat — or &Ieriid vAdi-d uff.. .11 be mokad! a, raptaced a' Ow -pa-e k. b-khaded. a atry "id we be a pW t prior aa,a ft-. Ass. wd F- P-w bard. bra. 22-00-00 apa.1"a.. ww ad wft"b- Pa pwy br-kV k dw reap-01,11fty of "n drHaxor,. T" -eg*— H Ra f- — W.1ad b da0a- 0 bit p—t brackv, Via, &NO—M system, shoat f—wkd.W- W.1. -61fty. T!,. -EOM- i, also —parridt" ad -1 *iA th. rq'wd " oft —ftAft . ."16-dy *Ux. 0% trusses ft the 1-d beadr4 bel— . —fty truss design pedy—s— prftas, apphd 1podlhg. appkabo,, eft.), and for F ------- --- daq. — pw-..d pia a ow, v,uaa system. p —k ft p,.).d .d -dry . ASS, AN bussask, W bo i brsp-Iad by a fi—sad se—ral eqk,*w, w det—Hw, Om of H a,, a-WoK x,o, aft—d k, a" y before a,, irsp-tdrn rw.—HHH a 't., TRUSS PLACEMENT DIAGRAM ONLY pb-- pi- shows ft d—rumb- W IUff- a each truss —N ar dft idba baad. rp.-*w ow —eiris -kty H dw design dia W'idiasi ft—,aa HangV- 1 HUS26 0 14USCU 0 HUSZO 0 HUSC4,10 HHUSZG z 0 THM22 0 HGUSr-2 0 VHM26 0 HHUS28-2 0 THJA26 0 HOUS28-2 0 LUS24 0 HGUS21" 01 0 1 HHUS46 1 0 THA27,2-2 tl t ------- ------- 4 0 NGUS48 I Special Connection By AC14 Bearing Elevations i it 10'-0" Brg Height= 0'.0" Brg Height C4 0*-0" Brg Height 0'4" Brg Height C14 0'-V Brg Height 0'-0- Brg Height H RUILDEPLS SUPITY Loading & Design Criteria n—• Rd.( O.'ar C FOC"t PM? M Lm Ldad 0 M". H.Vw 30' 22-00-00 M (*" L..d Sped WL L—d M Dead Load 6 10 WRS X C4C T-1 L..d !t_ 37 SWQ DWW-d M: IK- Hybrid Darado, F IM 125 M Part Era X E--ad [ j 01 Landmark Construction 2300 Mellonville Ave, Sanford Detached Garage NTS 1 '24/14 FAM 1727668 Revised building depth to 24- 0" per Jim 4-21-14 FAM Revision City of Sanford Response to Comments 0 1 1 FI- SEP Building & Fire Prevention Division I Ph: 407.688.5150 Fax: 407.688.5152 Lq)L - Email: building@sanfordfl.gov Permit # 14-144J] Submittal Date Project Address: Contact: I ON- i GPI i L Email: Trades encompassed in revision: dBuilding El Plumbing 11 Electrical El Mechanical El Life Safety El Waste Water Department El Utilities El Waste Water El Planning 1:1 Engineering El Fire Prevention 19--Building 4C- Fax: q (-)-) - -SS-1 I General description of revision: ROUTING INFORMATION Approvals Lill V 7 is FM I 5EE WALL SECTIONS FOR DETAILS DATE: 09 -11-14 TO; 6arford Buildine OFFicial RE, Revised 5tsmwall/51alo Detail Four Lintel Sc With Concrete I- Oe> CONT, 5" Lintel 51 SL 4" CONC. ALL &x(o 1011 W:U:t'`I, OR FIBERMES44 w CLEAN COMPACTED FILL - 1w 9551. STANDARD DEN51TY AND TERMITE TREATED 2x4 P.T. SOLE PLATE W1 I/211x5" A. 5, W1 2"xl/a" WA5PERS W/ ro" MIN. EMBEDDMENT) w 21" O,C, 4 CORNERS, ENDS, EA, 61DE OF OPENINGS 1/411 OT 3 1/2 JOINT/ I - TYPICAL C CI PATIO SLAB f a" x Iro" CONC, FOOTING W1 (2) 05 D[A. RODS CONT. jONCHAIRSF, 5TEMWALL/5LAF) DETAIL (TYP)__ SCALE: 314'-- 1'-0"