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HomeMy WebLinkAbout2610 Narcissus Ave 18-3627; NEW SFHCITY OF SkNFORD FIRE DEPARTMENT AUG Z 4 loll 1-(3 4- 7-1BIDG Building & Fire Prevention Division PERMIT APPLICATION Application No: lS- 3ta2l Documented Construction Value: $ j I `i 3O.` Job Address 2610 Narcissus Ave, Sanford, FL 32771 Historic District: Yes No Parcel ID: 22-19-30-5AD-0000-011A Residential Commercial Type of Work: New Addition[] Alteration[] Repair[] Demo,Chgage-oLUse,1VIgye Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Phone: (321) 299-6589 Fax: (407) 650-2879 Title: VP Email: cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Phone: (407) 616-5997 Street: 4925 Red Brick Run City, State Zip: Sanford, FL 32771 Resident of property? : No Contractor Information Name Cypress Homes / David N. Ferri Phone: (407) 616-5997 Street: 4925 Red Brick Run Fax: (407) 650-2879 City, State Zip: Sanford, FL 32771 State License No.: CBC1262052 Architect/Engineer Information Name: T.S. Chehal Engineering Street: 531 S State Rd 434 #1001 City, St, Zip: Altamonte Springs, FL 32714 Bonding Company: Address: N/A Phone: (407) 521-5557 Fax: E-mail: raj7065@aol.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code 3 LI 37 6 S A s o 1 2.b I Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2 912q 19 _." A_2 -.'- ign o er/A Date gnatur f Contr tor/ vent Date c l not Owner/Agent's Name Print n actor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID jz=- 3- Sign g ff (q arv-State of Florida Date Rr P"°'• ANNETTE BLANDoff Notary Public - State of Florida Commission a GG 060623 My Comm. Expires Jan 16. 2018 Con c r wn to Mel or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical R' Mechanical©` Plumbing® Gas Roof Construction Type: V6 Occupancy Use: fZ,3 Flood Zone: Total Sq Ft of Bldg: 1 9 5-1 Min. Occupancy Load: I O # of Stories: 1 New Construction: Electric - # of Amps I So Fire Sprinkler Permit: Yes No [a # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: -kAT-e— a—t3'Ib FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. Plumbing - # of Fixtures lS Fire Alarm Permit: Yes No WASTE WATER: BUILDING: gF to-tS-tC Revised: January I, 2018 Permit Application CITY OFF SkNFORD FiR' DE UbI I Zola Build cng 8c Fire Prevention Divisionu PERMIT APPLICATION Application No: t 8- 31..E Documented Construction Value: $ 15 „ n Job Address 2610 Narcissus Ave, Sanford, FL 32771 Historic District: Yes No Parcel ID: 22-19-30-5AD-0000-011A Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Title: VP Phone: (321) 299-6589 Fax: (407) 650-2879 Email:cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Phone: (407) 616-5997 Street: 4925 Red Brick Run Resident of property? . No City, State Zip: Sanford, FL 32771 Contractor Information Name Cypress Homes / David N. Ferri Phone: (407) 616-5997 Street. 4925 Red Brick Run Fax: (407) 650-2879 City, State Zip: Sanford, FL 32771 State License No.: CBC1262052 Architect/Engineer Information Name: T.S. Chehai Engineering Phone: (407) 521-5557 Street: 531 S State Rd 434 #1001 Fax: City, St, Zip: Altamonte Springs, FL 32714 E-mail: raj7065@aol.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61b Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application w NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Av 2 e,ig.#,r-orcwtr/A Date gnatur f Contr tor/ bent Date riot Owner/Agent's Name Print nt actor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Lgllp Sign pfyVotar -State of Florida Date ANNETTE BLAND a Notary Public - State of Florida a 5 Commission # GG 060623 My Comm. Expires Jan 16. 2018 Con c r. I'wn to Me or Produced ID Type of ID -' BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: A3 g` WASTE WATER: FIRE: BUILDING: Revised: January I, 2018 Permit Application s 08109/2018 08:22 4076653622 SCHD EH PAGE 01/03 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL STSTEM CONSTRUCTION PERMIT FOR: APPLICANT: Richard Cassi PROPERTY ADDRESS: 2610 Narcissus Ave Sanford, FL 32771 OSTDS New LOT: 29 BLOCK: 19 SUBDIVISION: Celery Plantation PERMIT 59-821858 APPLICATION AP1 31, 2268 DATE PAID: FEE PAID: RECEIPT (): DOCUMENT # : PR11 8744 PROPERTY ID 22-19-30.5ad-0000-011a [SECTION, TOWNSHIP, RANGE, PARCEL NOt4BER) OR TAX ID NUMBER) I SYSTEM MUST HE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381. 0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORbWCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATE IAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OT R FEDERAL, STATE, OR LOCAL PIrd-II TTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 I AAL X Mqs / OPD multichambered tank w/outlet filter CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N ( ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS].` K I 225 ) GALLONS DOSING TANK CAPACITY [50.00 ]GALLONS @( 5 ]DOSES PER 24 HRS OF618 ( 1 ] D [ 500 ) SQUARE FEET new drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ I FILLED Dc) MOUND [ I I CONFIGURATION: [ i TREKCH 1-3 MW I I N F LOCATION OF BENCHMARK: Orange nail and washer Survey marker Centerline Of Street I ELEVATION OF PROPOSED SYSTEM SITE [ 19.00 I [ INCHES Fr ] [ ABOVE BELOx BENCMt 1ARX/REFERS E BOTTOM OF DRAINFILLD TO BE ( 7.00 ) [ INCHFtS FT I ( ABOVE BELOi7 BENCHI`ARMC/REFERS L D FILL REWIRED 30.001 INCHES EXCAVATION REQUIRED: [ J INCHES This permit is for a new 3 bedroom 1473sq.ft, house. It is also permitted to install 375 in a trench configuration. O Lift dosing is permitted. Pumps must be certified as suitable for distributing sewage effluent and utilize an audiovisual T alarm. The licensed contractor Installing the system Is responsible for Installing the minimum category of tank In B accordance with s. 64E-6.013(3)(f), FAG. Maintain a minimum of 50' from the mean annual flood line of the creek along the west property line (which is 9' from the E western property line). R ( Comments Continued on Page 2.) POINT POINT SPECIFICATIONS BY: NicoleQL Salvatico TITLE' Environmental Spocialiat II APPROVED BY: _ v TITLE: Environmental Specialist II S@ Ole CHD Niaolp L Salvatico DATE ISSUED: 08/08/2018 EXPIRATION DATE: 2/08/2020 DH 4016, 00/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Pa ee1 of 3 v 1.1.4 AP1352268 SE30ee547 jl 08/09/2018 08:22 4076653622 SCHD EH PAGE 0L/03' 4& DocM4WT p: PR1138744 Mound specs apply: remove O horizon underneath shoulders/slopes, stabilize shoulders, loop drainline ends. Final approval will not be issued until potable waterline is installed and available for inspection. Potable water line must be schedule 40 (or sleeved) if within 10' of system, and if 5' within the drainfield it must sit at a higher elevation than the bottom the drainfield. permit can be used to obtain a building permit. 4W•0409/2018 08:22 4076653622 SCHD EH PAGE 03/03 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 0M09/2018 08:22 4076653622 SCHD EH PAGE 01/03 STATE OF FLORIDA DEPARTNIENT OF HEALTH ONSITE SE113WE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: APPLICANT: Richard Cassi OSTDS New PROPERTY ADDRESS: 2610 Narcissus Ave PERMIT 1: APPLICATION tt : DATE PAID: PAID: FEE RECEIPT #: DOCUMENT N : LOT: 29 BLOCK: 19 SUBDIVISION: Celery Plantation PROPERTY ID tf : 22-19-30-5ad-0000-011 a S-'0c0 Ica SECTION, TOWNSHIP, RANGE, PARCEL OR TAX ID NUMBER] 858677 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS F SECTION 381.0065, P.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM ]DOES N GUARANTEE SATISFACTORY PERFOMWCE FOR JWY SPECIFIC PERIOD OF TIME. ANY CHANGE IN t9lTE FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO b!ODIFT TBE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OT R FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T ( 900 ] GALLONS / OPD multichambered tank w/outlet filter CAPACITY A ( ] GILLLONS / GPD N/A CAPACITY fN [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K ( 225 J GALLONS DOSING TANK CAPACITY [50.00 )GALLONS @[ 6 ]DOSES PER 24 HRS IAMVs I 1 ] D [ 500 J SQUARE FEET new drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: I ] STANDARD [ ] FILLED DL1 MOUND [ ] I CONFIGURATION: [ ] TRZVCH IY3 MW [ ] N F LOCATION OF SENCHMARN: orange nail and washer survey marker centerline of street I ELEVATION OF PROPOSED SYSTEM SITE [ 19.00 I [ INCHES FT ] r ABOVE BELOW BENCHMARK/RZFEREN CE POINT E BOTTOM OF DRAINFIELD TO HE ( 7.00 1[ INCHES FT IC ABOVE BELOA BENCHMARK/REFEREN M POINT L D FILL REQUIRED: C 30.001 INCHES EXCAVATION RE UIRED: [ ] INCHES This permit is for a new 3 bedroom 1473sq.ft, house. It is also permitted to install 375 in a trench configuration. 0 Lift dosing is permitted. Pumps must be certified as suitable for distributing sewage effluent and utilize an audiovisual T alarm. The licensed contractor Installing the system Is responsible for Installing the minimum category of tank in H accordance with s. 64E-6.013(3)(t), FAC. Maintain a minimum of 50' from the mean annual flood line of the creek along the west property line (which is 9' from the E western property line). R (Comments Continued on Page 2.) l sPLcrFICATiONS BY: Nicole L Salvatico TITLE. Envirormental Spacialiat II PROS BY: t=! „_, TITLE: EnvironIIental Specialist II Se Ole Ct;D Nicole L Salvation DATE ISSUED: 08/08/2018 EXPIRATION DATE: 2/08/2020 DE 4016, 08/09 (Obeoletee all previous editions which may not be used) Incorporated: 64E-6.003, FAC Pa e 1 of 3 v 1.1•4 u0522Ee SE1098547 08/09/2018 08:22 4076653622 SCHD EH PAGE 0f/-03 '% DOCMCNT 0: PR1138744 Mound specs apply: remove O horizon underneath shoulders/slopes, stabilize shoulders, loop drainline ends. Final approval will not be issued until potable waterline is installed and available for inspection. Potable water line must be schedule 40 (or sleeved) if within 10' of system, and if 5' within the drainfield it must sit at a higher elevation than the bottom the drainfield. permit can be used to obtain a building permit. 6 /09/2018 08:22 4076653622 SCHD EH PAGE 03/03 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 08/b9/2018 08:22 4076653622 SCHD EH PAGE 01/03 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: PROPERTY ADDRESS: 2610 Narcissus Ave LOT: 29 BLOCK: 19 SUBDIVISION: PERMIT 1: APPLICATION $: 0 DATE PAID: PAID: FEE RECEIPT #: DOCUMENT li : Plantation 0e S-b PROPERTY IDtl: 22-19-30 5ad-0000 011a [ SECTION, TOWNSHIP, RANGE, PARCEL OR TAX ID NUMBER) SYSTEM MUST HE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES HOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MhM.MM FACTS, WHICH SERVED AS A RA$IS FOR iSSWWCE OF THIS FERMIT, REQUIRE THE APPLICANT TO b4DIFr TEE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT Z3aMmT THE APPLICANT FROM COMPLIANCE SMITH FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DIrVBWPNRNT OF THIS PROPERTY. 7 SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / OPD multichambered tank w/outlet filter CAPACITY A [ ] GALLONS / GPD NIA CAPACITY { N ( ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITr SINGLE TANK:1250 GALLONS].t K ( 225 ] GALLONS DOSING TANK CAPACITY [60.00 ]GALLONS 8r 5 ]DOSES PER 24 ERS A a [ 1 ] D [ 500 ] SQUARE FEET new drainfiekt SYSTEM R [ ] SQUARE FEET NIA SYSTEM A TYPE SYSTEM: [ ] STALLDARD [ ] FIL.I.ED PC] MOUND [ ] I CONFIGURATION: [ ] TR"CH [Y] BW [ ] N F LOCATION OF BENCHMARK: orange nail and washer survey marker centerline of street I RT-EVATION OF PROPOSED SYSTE[d SITE [ 19.00 l [ INCHES FT ] [ ABOVE JBELOW SENCM1APX/RBFERL E BOTTOM OF DRAINFI = TO BE ( 7.00 ] I INCHES FT ] [ ABOVE BELOA BENLIDU RK/REFERE L D FILL REQUIRED: 30.00j INCHES EXCAVATION REQUIRED - This permit is for a new 3 bedroom 1473sq.ft, house. It is also permitted to install 376 in a trench configuration. 0 Lift dosing is permitted. Pumps must be certified as suitable for distributing sewage effluent and utilize an audiWsual T alarm. The licensed contractor Installing the system Is responsible for Installing the minimum category of tank in H accordance with s. 64E-6.013(3)(f), FAC. Maintain a minimum of 50' from the mean annual flood line of the creek along the west property line (which is 9' from the E western property line). R (Comments Continued on Page 2.) SPECIFICATIONS BY: Nicole L Salyatico APPROVED BY: TITLE' Environmental Specialist II TITLE: Environmental Specialist II cclo T. SWIVI uco DATE ISSUED: 08/0812018 EXPIRATION DATE: DE 4016, 09/09 (Obeoletes all previous editions which may not he used) Incorporated: 64E-6.003, FAC POINT POINT CRD 1 of 3 i.i.a AP13522Ce SE30ee547 OBA09/2018 08:22 4076653622 SCHD EH PAGE 02/03 DOCC14ENT lf: PR1138744 Mound specs apply: remove O horizon underneath shoulders/slopes, stabilize shoulders, loop drainline ends. Final approval will not be issued until potable waterline is installed and available for inspection. Potable water line must be schedule 40 (or sleeved) if within 10' of system, and if 5' within the drainfield it must sit at a higher elevation than the bottom the drainfield. permit can be used to obtain a building permit. G)S ORD Application for Paved Driveway, Sidewalk or FLORIDA Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the e, size and location of the existing right—of-way and use shall be provided or application could be delayed. coubd Im ft 1. Project Location/Address: 2610 Narcissus Ave., Sanford, FL 32771 2. Proposed Activity: 0 Driveway Walkway Other. 3. Schedule of Work: Start Date 10/2018 Com letionDate 01/2019P Emergency Repairs 4. Brief Description of work: Installation of driveway in conjunction with new construction SFR. This application Is submitted by. Property owner: Signature: Print Name: Cypress Holdings, LLC Address: 4925 Ri6dbriclun, Sanford, FL 32771 Phone: ( 407) 616-5997 Fax: 4076502879 Email: cypresshmebuROers@gmag.com Date: 09/02/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I' have and undersWd the above statement and by signing this application I agree to Its terms. Signature: 6,1,11,4Z4,11 / , Date: 09/02/2018 Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: q - 13 - 2018 Date: IYOYGImCI N 10 Row use Ddveway.pdr CITY OF FORD FLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form David Ferri Frim Cypress Homes 4925 Red Brick Run Sanford 407-616-5997 Fax: State FL 407-650-2879 Property Address: 2610 Narcissus Avenue Property Owner: Cypress Holdings, LLC Parcel Identification Number Phone: Zip Code: 32771 Email: cypresshomebuilders@gmail.com 22-19-30-5AD-0000-011A Fax: The reason for the flood plain determination is: Email: New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone X Base Flood Elevation 16.02 Datum NAVD88 FIRM Panel Number 120294 00060 F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the Floodplain The Parcel is not in the Floodplain The Structure is in the Floodplain The Structure is not in the Floodplain Map Date September 28, 2007 Floodway Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# ##-#### Reviewed by: /a a G'ar/c, eflf'i- Michael Cash, CFM T:\Engr-Files\Elevation Certificate\N\Narcissus\2610-FZD Date: 08/28/2018 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION ##: 18-10000745 BUILDING PERMIT NUMBER: 18-10000745 UNIT ADDRESS: NARCISSUS AVE 2610 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: August 27, 2018 Dig3l 22-19-30-5AD-0000-011A PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: CYPRESS HOLDINGS LLC ADDRESS: 4925 RED BRICK RUN SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: NORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2610 NARCISSUS AVE // CELERY PLANTATION / SFR / CREDITS FOR P12EVIOUS SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY N/A 00 Family Housing 54.00 1.000 dwl unit 54.003CHOOLSe Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: 00 3CI LIBRARY R Single Family Housing 54.00 1.000 dwl unit 54.00- SCI SCHOOLS R Single Family Housing 9,000.00 1.000 dwl unit 91000.00- SCI ROAD ARTERIALS R Single Family Housing 705.00 1.000 dwl unit 705.00- AMOUNT DU 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE 3EMINOLE COUNTY ROAD, FIR RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, PO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW YU_ST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. 20PIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, 3ANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE PHE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. PNTC gMhMR.MT N7M TC ATn T.nT nVV 17TT 7T1 TLT 7T T]TTTT REQUMED EMPECTIONSEQUENCE Bpg I a - N j - Address: Footer / O . 1 Foundation' / Form Board.*Survey to . 1 Slab -[Mono Slab' Pre pour 7, 0 1 1 Lintel / Tie- Beam / Fil I / Doum r-P.11' Sheathing- L, Walls Sheathing - L, Roof - Roof Dry In SD Frame 6. o Insulation Rough In Firewall S'cr'ew Pattern i Drywall / Sheetrock Lath Inspec',ti-an Final Solar tocx.,>'— Tinar Roof Final Stucco' /,Siding Insulation Final Final Utility' Building Final Door Final -' Window Final Screen.Room Final. Pool Spreen Enclosure. Mobile Home Building Final Pre - Demo Final ' Demo LICUO I I Final Single iRamily Resfdence• Final. Building (Other) L K, Ins2oction D, Elector Under -ground 0 Footei I Slab Steel Bond ic)U Electric Rough T. U.G. Pre - Power Final Electric Final lu VDMhM Max. a ME Ilgspe flon Descriedom 0 Plumbing Underground mr) o Plumbing Sewer Plumbing Tub, Set I WO Plumbing Final RGuLyh ec amcal.Finai. GasUndergroundKcn% REVISM, June 2014 18 T3Ga? PROACT NAME: 2610 /114RC/SW-!4YC DATE //- 7- PROJECT LOCATION: Sqi PROJECT No.: FIELD CONTACT: ARRIVAL TIME: CLIENT: C %PQs /I S DEPARTURE TIME: MATERIAL TESTED: SE f'DOT/NGt COMPACTION Q REQUIREMENTS: /S % MODIFIED STANDARD Location of Test' Lab. Comp.Nuclear Drive Sleeve Wet Density Moisture Content Dry Density o o Com- paction Relative Test ElevationOMCPCFDensity Count Moisture Count Total Wet Wt. Wet Weight A j 13, X' - co/R'Ve-g-, 116,3 2•5- 103,E 9$/ 1 4-W coewe-7L_ 11q.I loi•0 0), :? 96-9 S.W , co2NEm- 116.2 13, X NA-7 97.7 Sp 0,3 0yJ q,2- EAWW7L U1111 8/ G /b 15 6 Zeal 4/S7-4 t- CAN NO FA 4/i- r-a DENSITY STANDAR COUNT: COMMENTS: D _ 13DlTQ P4 d r CoNCx? c1 MOISTURE STANDARD COUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: TECHNICIAN: 114(ry FIELD IN -PLACE DENSITY REPORT RECORD COPIES TO: )0d 'HOX at BECHTOL ENGINEERING AND TESTING, Inc. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS RECEIVED BY: 605 West New York Ave., Ste. A • DeLand, FL 32720-5243 386) 734-8444 • FAX (386) 734-8541 Vertical Datum- Benchmark Information - Florida Department of Transportation Datum Florida Department of Transportation Florida Permanent Reference Network (FPRN) District 5 G.P.S. - Geodetic NTRIP Network Base I.D. - Sanford Continuously Operating Reference Station (Cors) Station SNFD Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information - BM Q #1 Set Nail & Disk (LB 7623) to Edge of Pavement Elevation 18 46' BM 0#2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation 1813' Existing Elevations (Typical) Line Data L-1 L-3 West 80 00' (D) West 80 00' (D) N 89e27'44" W 79 82' (M) N 89-54'23" W 79.26' (M) L-2 L-4 West 90 00' (D) Section Tie N 89`55'36" W 89.94' (M) S 34-43'48" E 17 85' (M) Area Calculations - Total Area = 10.000t ft' (100%) Pervious Area = 7 257t ft' (73%) Impervious Area = 2 743t ft' (27%) FOUNDATION SURVEY Legal Description: BEr -. NER OF LOT 11, _HF FL ORIDA LAND AND COLONIZATION CG"v1 SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECGRDED IN ="AT BOOK 1, PAGE 129 OF THE PUBLIC RECORDS OF EMINOLE C' UNTI; FLORiDA, THENCE RUN NORTH 125 FEET, THENCE RUN EAST 80 FEET, ti',N'F Si-,_Ti" 1)S FEET 'HENCE WEST 80 FEET TO THE POINT OF BECINNING. Flood Information: CERTIFIEDTO: YPRESS HOMES Fnd ',, Reba, No PRESERVE itlert / ralrcr.. PRESERVE AT LAKE MONROE UNIT 2 Plat Book 66 Pages 10 & 11 0 00 CN L Lu C0 00 Z o0 m PRESERVE AT LAKE m o MONROE UNIT 2 Z Plat Book 66 Pages 10 & 11 Storm S"",:1 e 24en,zza — WPP Point of Beginning ii o cnd 4 x 4 C M SW C ne. of BM n #2 Parcel Identification # East 80. 00' (D) 22-19-30-5AD-0000-011J S 89e38'10" E 79.94' (M) N 70of S 195' of W 170' & S 15of N 495'of E 160 LOT 11 Adjacent Residence FFE 15. 63; ..... Id ng tic_' -' l l NOoc Fe . e Fnd Y.' R,c 8 Cap Iilegc* N Parcel ID# o I 2-19- 3D-5AD-0000-011pI t5a _—_ N f M Formboard Location - N L_ l.. 0 0 f j o 1 tlO6f18) I.- Residence #2610 - to FEE = 19. 74' Adjacent Residence FFE=1766' o-L '_ _ — Parcel Identification # 22-19- 30-5AD-0000-011H S 125' of Lot 11 Less W 80' and E 160' of Lot 11) p 8 cao "_ 3 c3ci3 WPP 4Yvaad Farce L1 L2 T2-- - - - e - E . age of Pavement 20 Asphalt Road) sec 2' se: c Narcissus AVenLle 3ange 3o E "'W""'. 19 S BM Inda DeoanmentorTrar,t"nanon Fnd Nan 8 Plate #1 Variable Width Right -of -Way) Utilities 7 na lg - ccd 1114' P i,4o la--t on) ;NO ldemicca' L-3 Graphic Scale Revision Foundation Survey - 11,06/18 eo.a Wood at Peie - WPP Revision Revised Plot Plan - 08,14,18 C M P = Cerrugalen Metal Ppe 4Revision Revised PlotPlan - 07130,18 - 3 50 Revision Added Plot Plan 06/26/18 = Water Supply Line Scale 1"=30' 26i0 NARCISSUS AVENUE, SANFORD-FIORIGA32771 Field Date: 11.,6,-C18 Date Completed: IUC7 adres Drawn By: Cy,,I File Number: ic-4g455 FO e.uaw. rnra.yae.,..c..'.,,ul;»eur.r-.. b f,„vivo.rr.,ueaa,n..ew,naaaP.,,...1,,., r,„,.,,q.:,,,,,F„]n r l.,r,., irrcveaeenay mar nenc.mroy s...eral,aemwlla.eaceu++y., I rr. ar<con„au,..amarmf weaw,a.aaa,nmy s[ra„]en Legend- ubiecr ra ri1! nemerin,nnv. Beka¢e,rn ei0.,u.e Bee,u. yr.-,Ir,w,n Frreln nh,+uR.roaM Bm.+f .,'.<v.iM l,eCnnrx webe Ba" urbe• Iny Directo- c- iM Daa 5]wn, BaeeV m ir'amAc, rum to Ne faVled qM CoMormab Vie SUMare W P.eeia,fn Lxa C cafaflaled PC-Po'ntMCvralve biny t.rl ar. Ndi lc Ue.nM lc reeam„u[nr-V.r lxrii.r scrvcyngnlNe£Ine elFbrganamore¢,we wa C`pier SYf]0.52 Fudec Ca a Y4 P, - Pape ce Own li p t MminaValive C— P,1_1 bMe SWivaa. a CBCM Co _ BlockM',u Cmaale MorurrantPI - P OB. -Porn Point ofInlBree or aepnnrgaaOed Overrr - y, y L 1 I i 0 .locates uNlE15 N'CN IRq. Cmo D COnO916DE )a L_ POL.- PP . 9Point - Lne Ponar PNa p1l, R' 11— xiol c" b.e.V ea b] PRM - Pertll6ne' Refererce f h 5 ryY I P I>w+af r M V 4er IYar w 11. f EM,4FEMAEEaSamenlen, sa ,k . swim b ry r 1 re,he n. Pa,riek K. Irelan , •,na rP 6637 LB 7623 Federal ErrerperiLyPTPointofTargtnqu roy gt,nB NV,fcnryw. na, ar:eCnibc This$urvey Is irn iG Use Ot SeiC Certi(led Fa1ies. FFE Fnaredd R—G inn Rail -Ratlial The NOT VAL!0 UN ad,111o.dMt sSsl P PAC L Length ( Wc) Roofed L = Ireland & Associates Surue i tg hr. M MnasuretlSetsat -SatR 1301 N RNRNat4D. Nonliatl ReberTyp-TyyrcalB8 E27. 5. Inlemalional Par—y Suite 2001 Lake Mary, Fiodda 32746 ORB OfficialRernrdaBookuEutilityEasementPP. B. 0 PlatRat Bookft. Force WM A - OwaterMeter Da'm ( C- Argot Chain Link Fare www.ireiansurvd Byin y.Wm Office-407. 678.3366 Fax-407.320.8165 11 J t CITY OF SANFORD P BUILDING & FIRE PREVENTION PERMIT APPLICATION Mv OCT 18 2015 Application No: CHDocumentedConstructionValue: S Job :address: Kmb?SU6 Ave Historic District: )'esD \,o Parcel ID: TypeorWork: N'Aa AMOK! Alcemdon[E Description of*\Vork: Plan Person: Phone: Straw CK1. Since Zip: Fax: 0,111"IercialEl Repairl-1 Demo`!— I! QvingeorLA E-1 T i 0 e: Emil: Property 0-..-,,ri=-r Informatioti Mone: Reddent or propeny? : Contractor InOrmadon N2 L Street: Ciry stme zip: I Sim I irpmn Nn Archi-sct/En-gin=:Eir lnfornizttion Isarm: Phone: Street- Fax: ciiy. St. Zip: Mdog cimpaq.: Addrom: 1A M"NING TO 0%VNI.P.: VOU!'! TO --\ ':)I- M\) i:ES",'Lj- IN 1(-Q"i-: FANING T" ICE FOR ISTROHMENTS TO )Wa PROPERW A NOTICE OF C0.*\Iei.',:Cj:\![:,,'I i;,-. I AMR= AND POST% ON WE joy svr[ VEFOKE THI: ram INSPUTION. IF ) OU INTEN11 To (YUMN FIVANCAG. cosgur "m .-0 - Inup by SMOTH W tint, nsd air cuadidourn LqC. xO i ICE: I add i:joa io the noquire:;Iellis 0 ` 111; S Dt may be addi: I o;-,:I I rl. :I -pp I i, ab L- 10 1" 0 M d in the pub I i .- r:...-ords of I:',: ; co."': I i X.. I: I d Ld 1. i - iona I pc imii r-.- qu:.-L c I-z,7..1 j:ov: cll;i.icls, 51,!ie auLnci s. 0. federal %V2::"r p; nn_.: i; ve.;f,.Ca!ion lhi!.. I wIII nnufv I* Cwnl; ia*nze 0i . :: .. of of ili r:,pjir rnt nis or Fic!rida Li---:-. L 2,.\*. F S 7 1 Th: Ci-. v of Sanord I'avi-n_,ni L-Fa r vi v, ff c n: I!--, [;:I,.e 6 C2! culaic it 1) 1 an r v i CIMF-22 imd wiH be consi.1--rtd 1 i:)L, at 1 12 I:ML, CO3 S11",".1ir:211. it:_ ac"u'A Coll; ic,:: xnlu vvill b-., on ih-z lc7c L- Zli E:"-z UE7.1 co- dan-e v-; h .i, ]Ica! S"holAd calc:!L::d C, CH rel; %%-,:) I lb-z anph,d I,% voL:: pL—.jii- I.fz- CC) r, ;z OWNER" S AFFIDAVIT: I CtI_tir\ C 0 :1 I , - thatI'll of the f*L)l_C_2OiII_S! k 2. CUl',lZ i1cl dial .,!tl \%Hl bedolleincollipli-.1fic'? wich '.Ill I-INI-S 1_0'-T11121[i[12 CO:I;'tl-L.'C[iO." -,Inrl A D Tyrj_ oND 1p A ATIVIEW, MEkww'014M. AMY R. MORRIS 040 Notary Public - State of Florida Commission - GG 185209 MyComm. Expire M 00.2022 Bonded I;Notary As ID Tvp o4 ID Dr 1.0) I IS 1:701') Or. FTC.E I . USE ISEUNLY flFlood I I - * ` C V V ' r; C ().,\ I 1 I F 1<T - NH,1. Occup;! CY Load: A CITY OF t SkNFORD BUILDING DIVISION PERMIT APPLICATION Application No: IS' 3(P2-7 Documented Construction Value: $ r! . 00 Job Address: f 0 In (,rZ,('SSLI! S 24V/-2- Historic District: Yes Non Parcel ID: ,;)a —) I ` 3i)'SAC,'s "QDC0-- (D))A Residential Wcommercial Type of Work New Addition Alteration Repair Demo Change of Use Move Description of Work: UG 1 I XY i YY Plan Review Contact Person: Phone: Title: Email: ( 1 V CVY4 Property Owner Information Name Phone: Street: S J54 'Eli n Fax: City, State Zip:. W-A cdFl 3 Z-7-71 Resident of property?: )I O 0Wky, Contractor InformationName A- Phone: q0T,-Wff,,ZZ,3 Street: 3 1 J % Fax: qb% - City, State Zip: dx )a#10'b , State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: _ Fax E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performcd to mcei standards of all taws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code ONTICS: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit «rill be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date 2 Print C ntractor/Agrnt's Name Signature ate of Florida Date MELIZAZEPEDA Commisslon # GG i 57341 Contractor/Agent is x Novem er 02f 9Yi6yk ooaas ota Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003627 Date 10/29/18 Application pin number . . . 724870 Property Address . . . . . . 2610 NARCISSUS AVE Parcel Number . . . . . . . . 22.19.30.SAD-0000-011A Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . NOT APPLICABLE Application valuation . . . . 201430 Application desc need noc Owner Contractor CYPRESS HOME CYPRESS HOMES 2610 NARCISSUS AVE 4925 RED BRICK RUN SANFORD FL 32771 SANFORD FL 32771 407) 875-0800 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 1937.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1084623 Permit pin number 1084623 Sub Contractor KGR PLUMBING INC Permit Fee . . . . 90.00 Issue Date . . . . 10/29/18 valuation . . . . 5000 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 15.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 90.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov No water impact fee, Exisitng account, Home was demoed in 2010. No sewer impact fee, on septic system Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 828.00 O1-BLDG DCA SURCHARGE 19.07 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003627 Date 10/29/18 Application pin number . . . 724870 Property Address . . . . . . 2610 NARCISSUS AVE Parcel Number . . . . . . . . 22.19.30.5AD-0000-011A Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . NOT APPLICABLE Application valuation . . . . 201430 Application desc need noc Owner Contractor CYPRESS HOME CYPRESS HOMES 2610 NARCISSUS AVE 4925 RED BRICK RUN SANFORD FL 32771 SANFORD FL 32771 407) 875-0800 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 1937.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1084623 Permit pin number 1084623 Sub Contractor KGR PLUMBING INC Permit Fee . . . . 90.00 Issue Date . . . . 10/29/18 Valuation . . . . 5000 Expiration Date . . 4/27/19 Qty Unit Charge Per Extension 15.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 90.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov No water impact fee, Exisitng account, Home was demoed in 2010. No sewer impact fee, on septic system Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 828.00 O1-BLDG DCA SURCHARGE 19.07 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003627 Date 10/29/18 Property Address . . . . . . 2610 NARCISSUS AVE Parcel Number . . . . . . . . 22.19.30.5AD-0000-011A Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . NOT APPLICABLE Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1084623 Permit pin number 1084623 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / Grant hlaloy Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #20181 i9672 Book:9233 Page:1652: (1 PAGES) RCD: 10/17/2019 1:15:19 PM REC FEE $10. 00 THIS INSTRUMENT -PREPARED BY: - - Name: David N. Ferri Address: 4925 Red Brick Run Sanford, FL 32771 NOTICE OF COMMENCEMENT Permit Number: 18- 3627 Parcel ID Number: 22-19-30-5AD-0000-011 A 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 125 FT OF W 80 FT OF LOT 11 FLA LAND 4- COL COS CELERY PLANTATION PB 1 PG 129 Address: 2610 Narcissus Ave, Sanford, FL32771 - -- 2 GENERAL DESCRIPTION OF IMPROVEMENT: Construction of single family dwelling according to plans and specifications 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:_- Cypress Holdings. LLC / 4926 Red Brick- Run. Sanford, FL 32771 Interest in property: Fee simple Fee Simple Title Holder (if other than owner listed above) Name: N/A Address: N/A 4. CONTRACTOR: Nome: Belle Grace construction Corp. a, FL Corporation, d/b/a Cypresa Homes Phone Number: (407) 616-5997 Address: 4925 Red Brick Run, Sanford. FL 32771 5. SURETY (If applicable, a copy of the payment bond Is attached): Name:._ N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: FIDELITY BANK Phone Number: (904) 996-1039 Address: 7807 BaYmeadows Road E., Sulte 200 Jacksonville FL 32256 Attn: Annie Howe 7. Persons within the State of Florida Dosignated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)( a)7., Florida Statutes. Name:_ N/A Phone Number. N/A 9. In addition, Owner designates Annie Howe of Fidellty Bank At: 7807 Baymeadows Road E., suite 200, Jacksonville, FL 32258 to receive a copy of the Uenoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. _ (904) 996-1039 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified) WARNING 7'0 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY' BEFORE COMMENCING.WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, tpnaturo oI .s. ee• or P.rah or L..awY AuVwtzod Oaicor/Diractor/ Pnnner/Mrrn.2.0 David Ferri , Manager / Cypress Holdings, LLC Print Norco and Provide Slpnatory. TWa/Onfrn) State of Fl out County of V o Lt%Si t-7- 77 7/ The for Ding Instrument woe acknowledged before me this /—l— day of-106-T b 4Vthl t l7 -eJ2. 1 y Norco orp an%' m wnp untomont rr who Is personally known tome O OR who has produced Identlflcatlon L type of Identification produced: AN-rn Bell stab of Florida- - - - - au - - -- - - --- — - - --- MY ConYrtl.slam gCi 238'771 ry an Iv. ' ' ' vl'' j, e F(res o7narlo2z ""•---L" RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. The Harbour Street: 2610 Narcissus St City, State, Zip: Sanford , FL , 32771 Owner: Design Location: FL, Orlando 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade (ft2) Conditioned floor area below grade (ft2) 7. Windows(139.0 sqft) Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.34 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC- Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types (1458.0 sqft.) a. Slab -On -Grade Edge Insulation b. N/A c. N/A Glass/Floor Area: 0.095 Builder Name: Cypress Homes UI Permit Office. Seminole County 6 7'1 C Permit Number: Jurisdiction: # 1 8- 3 6 2 7 SgNFpR p County:: Seminole (Florida Climate Zone 2) O New (From Plans) 9. Wall Types (1464.0 sqft.) Insulation Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1164.00 ft2 b. Frame - Wood, Adjacent R=13.0 300 00 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types (1458.0 sqft.) Insulation Area Yes a. Under Attic (Vented) R=30.0 1458.00 ft2 1458 b. N/A R= ft2 c. N/A R= ft2 0 11. Ducts R ft2 Area a. Sup: Attic, Ret: Attic, AH: Main 6 291.6 139.00 ft2 ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 30.0 SEER:15.00 R2 13. Heating systems kBtu/hr Efficiency ft2 a. Electric Heat Pump 30.0 HSPF:8.50 1.000 ft. 0.340 14. Hot water systems a. Electric Insulation Area R=0.0 1458.00 ft2 b. Conservation features R= ft2 None R= ft2 15. Credits Total Proposed Modified Loads: 42.95 Total Baseline Loads: 43.34 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Dlpluly apnea by GabnN Re - Gabriel Renner D 1,-Gabibl Pennei.o-E eb. ou. PREPARED BY: N""e"E"e`""°, "°5 rn,.l,201emene ie e7 Wee+um DATE: '( moo- Ins I hereby certify that this building, as des. ned, is in compliance with the Florida Energy C e. OWNER/ AGENT: DATE: ( 23 I ` Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap. 50 gallons EF. 0.950 Pstat PASS O - 114E ST4 j, fit r BUILDING OFFICIAL: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 7/ 27/2018 4:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 4 or FORM R405-2017 PROJECT Title: The Harbour Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1458 Lot # Owner Name: Total Stories. 1 Block/Subdivision- of Units: 1 Worst Case: Yes PlatBook: Builder Name: Cypress Homes Rotate Angle. 225 Street: 2610 Narcissus St Permit Office: Seminole County Cross Ventilation: No County. Seminole Jurisdiction: Whole House Fan. No City, State, Zip- Sanford . Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE v Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1458 11664 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfillD Finished Cooled Heated 1 Main 1458 11664 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 145.5 ft 0 1458 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1579 ft2 0 ft2 Medium 0.6 N 0.5 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1458 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1458 ft2 0.11 Wood 7/27/2018 4:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below pToWallTVppSpace R_Value Et In Ft In Area R-Value Faction-Absnr Grad ° 1 N=>SW Exterior Concrete Block - Int Insul Main 4.1 51 6 8 0 412.0 ft2 0 0 0.6 0 2 E=>NW Exterior Concrete Block - Int Insul Main 4.1 20 3 8 0 162.0 ft2 0 0 0.6 0 3 S=>NE Exterior Concrete Block - Int Insul Main 4.1 33 9 8 0 270.0 ft2 0 0 0.6 0 4 W=>SE Exterior Concrete Block - Int Insul Main 4.1 40 0 8 0 320.0 ft2 0 0 0.6 0 5 S Garage Frame - Wood Main 13 37 6 8 0 300.0 ft2 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>NW Wood Main None 39 3 6 8 20 ft2 2 -=>S Wood Main None 39 2 9 7 19.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case Wall Overhang V/ Ornt IDFrame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n=>SW 1 Vinyl Low-E Double Yes 0.35 0.34 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None 2 e=>NW 2 Vinyl Low-E Double Yes 0.35 0.34 N 30 0 ft2 1 ft 0 in 4 ft 0 in None None 3 s=>NE 3 Vinyl Low-E Double Yes 0.35 0.34 N 9.0 ft2 1 ft 0 in 1 ft 0 in None None 4 w=>SE 4 Vinyl Low-E Double Yes 0.35 0.34 N 45.0 ft2 1 ft 0 in 1 ft 0 in None None 5 W=>SE 4 Vinyl Low-E Double Yes 0.35 0.34 N 40.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE 1 Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation i1 1 445 ft2 445 ft2 64 ft 8 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 1360.8 74.71 140.5 .2598 7 I I HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF-8.5 30 kBtu/hr 1 sys#1 COOLING SYSTEM i System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 30 kBtu/hr 900 cfm 0.7 1 sys#1 7/27/2018 4:55 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 r of FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM i) FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF I None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 291.6 ft Attic 72.9 ft' Prop Leak Free Main cfm 43.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [ ]] Jan Heating H Jan j] FebHFeb jj Mar X Mar j Apr [[[ j APr j j Ma nJun Xj JUI j May Jun 4 j Jul AugjAu4rl Se Sep j j Oct Oct j Ncv X] Nov Dec X] Dec Ventin [ ]Jan j 1] Feb XJ Mar X] A r [ Ma Jun [ j Jul Aug j Se X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/27/2018 4:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows`" Description a. U-Factor. Dbl, U=0.35 SHGC- SHGC=0.34 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2610 Narcissus St, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1164.00 ft2 b. Frame - Wood, Adjacent R=13.0 300.00 ft 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area Yes a. Under Attic (Vented) R=30.0 1458.00 ft' 1458 b. N/A R= ft' c. N/A R= ft' Area 11 Ducts R ft' 139 00 ft' a. Sup: Attic, Ret: Attic, AH: Main 6 291.6 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:15.00 ft' 1.000 ft. 0.340 Insulation Area R=0.0 1458.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code c mpliant fe ures. Builder Signature: Date: I23 (t O Address of New Home- vs 12 - City/FL Zip: ,2-j kBtu/hr Efficiency 30.0 HSPF:8.50 Cap: 50 gallons EF• 0.95 Pstat Note. This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/27/2018 4:55 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name- The Harbour Builder Name: Cypress Homes Street: 2610 Narcissus St Permit Office: Seminole County City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ; General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in an droppedgceiling/soffit soffit t insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with a' sealed. material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the ' bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls.i Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. lt Batts in narrow cavities shall be cut to fit, or narrow ' Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spat s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building I shall be sealed to the drywall. thermal envelope shall be air tight and IC rated j Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on Iinstallationreadilyconformstoavailablespaceshall extendbehind i inwiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids sprinklerbetweenfireeili a. In addition, inspection of log walls shall be in accordance with the provisions of ]CC-400. 7/27/2018 4:55 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 e' , , FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Protect Name: The Harbour Builder Name. Cypress Homes Street: 2610 Narcissus St Permit Office: Seminole County City, State, Zip: Sanford, FL , 32771 Permit Number, Design Location: FL, Orlando Jurisdiction: Cond. Floor Area:: 1458 sq.ft. Cond. Volume: 11664 cu ft Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics Required ACH(50) from FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) ' 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: r" E STg7 o III a a G,OD 1fF. JS 7/27/2013 4:56 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name- The Harbour Builder Name: Cypress Homes Street: 2610 Narcissus St Permit Office: Seminole County City, State, Zip- Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction - Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 1 System 2 CFM25(Out) 3 I System 3 CFM25(Out) 4 I System 4 CFM25(Out) i 5 i System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1458 House Duct Total Conditioned Floor Area) System I Leakage Qn,out) Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 7/27/2018 7/27/2018 4:56 PM Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: I DATE: EnergyGauge® USA - f FlaRes2017 - Section R405 4.1 Compliant So Page 1 of 1 J wrightso- is Project Summary Entire House Energy Air, Inc 5401 EnergyAr, Cl. Orlando, FL 32810 Phone, 407-886-3729 Email: GRenner@energyaircom V%eb wwwenergyaircom For. The Harbour, Cypress Homes 2610 Narcissus St, Sanford, FL 32771 Notes: Design Information Weather: Orlando ExecutiveAP, FL, US Job: Date: 7/19118 By: Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Structure 13408 Btuh Ducts 3620 Btuh Central vent (0 dm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 17028 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Heatinngg Coolinr gg Area (ft 1458 1458 Volume (ft') 11664 11664 Airchanges/hour 0.45 0.23 Equiv. AVF (cfmi) 87 45 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model 25HBC53OA00300 AHRI ref 9154945 Sensible Cooling Equipment Load Sizing Structure 15539 Btuh Ducts 5643 Btuh Central vent (0 dm) 0 Btuh none) Blower 0 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Equipment sensible load 21182 Btuh Latent Cooling Equipment Load Sizing Structure 2124 Btuh Ducts 1085 Btuh Central vent (0 dm) 0 Btuh none) Equipment latent load 3209 Btuh Equipment Total Load (Seril 24390 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond 25HBC53OA00300 Coil FX4DNB031 L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating Input Sensible cooling 19880 Btuh Heating output 28200 Btuh @ 470F Latent 000ling 8520 Btuh Temperature rise 29 OF Total cooling 28400 Btuh Actual airflow 875 dm Actual airflow 875 dm Air flow factor 0.051 dmBtuh Air flow factor 0.041 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point 32 OF Backup: Input = 5 kW, Output =16849 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ek wrightsoft- 2018-Jul-2716:43:33 A Right -Suite® Universal2018 18.0.11 RSU17013 Page 1 ypress HomesMiightsoft Package\The Harbourrup Calc = MJ8 Front Door faces: S Manual S Compliance Report Job. wrightsoft° Date: 7119118 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone, 407-886-3729 Email GRenner@energyaircom web, www.energyaircom Project• • For: The Harbour, Cypress Homes 2610 Narcissus St, Sanford, FL 32771 Cooling Equipment Design Outdoor design DB: 92.6°F Sensible gain: 21182 Btuh Outdoor design WB: 75.9°F Latentgain: 3209 Btuh Indoor design DB: 75.0°F Total gain: 24390 Btuh Indoor RH: 50% Estimated airflow: 875 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Actual airflow: 875 cfm Sensible capacity: 21795 Btuh Latent capacity: 4741 Btuh Total capacity: 26536 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: 25HBC530A00300+FX4DNB031 L 103% of load 148% of load 109% of load SHR: 82% Heat loss: 17028 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: 25HBC530A00300+FX4DNB031 L Actual airflow: 875 cfm Output capacity: 27863 Btuh 164% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 875 cfm Output capacity: 4.9 kW 99% of load Temp. rise: 40 OF Entering coil DB: 76.9°F Entering coil WB: 63.4°F Entering coil DB: 69.5°F Capacity balance: 32 OF Economic balance: -99 OF P5 Meets all requirements ofACCA Manual S. Wrlghtsoft- 2018-Jul-2716'43'33 Right -Suite® Universal 2018 18 0.11 RSU17013 Page 1 ACCK ...ypress HomesWightsofl Package\The Harbourrup Calc= MJ8 Front Door faces: S wrightsoft. Duct System Summary Job: ate: 7,19„8 Entire House By: Energy Air, Inc 5401 Energy Air, C1, Orlando, FL 32810 Phone: 407-886-3729 Email GRenner®energyairoom Web: www.energyairoom For. The Harbour, Cypress Homes 2610 Narcissus St, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.182 / 0.098 in H2O 0.127 in/100ft 875 cfm 220 Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.182/0.098 in H2O 0.127 in/100ft 875 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 4 h 591 30 15 0.132 4.0 Ox 0 VI Fx 27.4 110.0 st1 Bed 2 h 3917 201 143 0.127 8.0 Ox 0 VIFx 32.6 110.0 st1 Bed 3 h 1269 65 39 0.133 5.0 Ox 0 VI Fx 27.1 110.0 SO Foyer h 1100 57 40 0.134 5.0 Ox 0 VIFx 25.8 110.0 st2 KitMooWFamily C 2652 74 110 0.142 6.0 Ox 0 VIFx 22.6 105.0 st2 Kit/NooWFamily-A c 2652 74 110 0.145 6.0 Ox 0 VIFx 20.5 105.0 st2 Kit/NooWFamily-B c 2652 74 110 0.144 6.0 Ox 0 VIFx 21.5 105.0 st2 Kit/Nook/Family-C C 2652 74 110 0.141 6.0 Ox 0 VIFx 23.5 105.0 st2 Master Bed h 2921 150 119 0.134 7.0 Ox 0 VIFx 30.4 105.0 st3 Mstr Bth h 913 47 22 0.133 4.0 Ox 0 VI Fx 32.0 105.0 SO MstrWc C 113 3 5 0.137 4.0 Ox0 VIFx 27.3 105.0 st3 Utility c 1334 27 55 0.144 5.0 Ox0 VIFx 20.8 105.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) cFm) FIR fpm) in) in) Material Trunk SO PeakAVF 297 197 0.127 544 10.0 0 x 0 VinlFlx st2 PeakAVF 378 533 0.134 499 14.0 0 x 0 VinlFlx st3 PeakAVF 200 145 0.133 572 8.0 0 x 0 VinlFlx wrightsofY 2018-Jul-27 16 43:33 Right -Suite® Universal 2018 18.0.11 RSU17013 Page 1 ACCA ...press HomesWightsort Package\ihe Harbourrup Calc = MA Front Door faoes: S LIReturnBranchDetailTable . Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) dm) dm) M FR fpm) in) in) Opening (in) Mat! Trunk rM Ox 0 200 145 67.0 0.147 452 9.0 Ox 0 VIFx rb2 Ox 0 201 143 69.7 0.141 456 9.0 Ox 0 VIFx rt1 rb3 Ox 0 65 39 72.4 0.136 478 5.0 Ox 0 VIFx rt1 rb1 Ox0 409 548 77.2 0.127 512 14.0 Ox 0 VIFx I rt1 Return Trunk Detail Table Name Trunk Type Htg dm) Clg dm) Design FR Veloc 00m) Diam in) H x W in) Dud Material Trunk rt1 PeakAVF 675 730 0.127 523 16.0 0 x 0 VinlFlx wrightsoft- Right -Suite® Universal 2018 18.0.11 RSU17013 ACCA ..press HomesMightsoR Package\The Harbourrup Calc= MJ8 Front Door faces. S 2018-Jul-27 16 43 33 Page 2 N Level 1 10 x 10 110cfm Kit/Nook/Family 10x10 110cfm Master Bed 6" 12x12 6 " 200 cfm 12 x 6 150 cfm 10x 10 110 cfm 6" 7„ 6" 10x10 4^ A 110 cfm 8x4 F, 8x4 14" 5" 5„ 5 47cfrn 10x6 57 cfrn 4 „ 9 Pantry Mstr WIC F Mstr Bth 10x6 55 cfrn R uAA, AIR KING H/mil LRII 50C Mt CL 3 VTR 10x6 16 65 cfm Foyer 5" 10x10 10 " 65 cfrn 5" Bed 3 8 Garage Lin F 4 2.5 Ton HP- 5KW@ 240V 1," 30cr, Bath 4 24x18 9" 548 cfrn 12 x 8 201 cfm 12x12 201 cirn CL 2 Bed 2 Job #: Performed for: The Harbour 2610 Narcissus St Sanford, FL 32771 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@a energyair.com Scale: 1/8"= 1'0" Page 1 Right -Suite® Universal 2018 18.0.11 RSU17013 2018-J u1-27 16 44:15 ightsoft Package\The Harbourrup Vertical Datum- Benchmark Information - Florida Department of Transportation Datum Florida Department of Transportation Florida Permanent Reference Network (FPRN) District 5 G.P.S. - Geodetic NTRIP Network Base I.D. - Sanford Continuously Operating Reference Station (Cors) Station: SNFD Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information - BM Ai#1 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 18.46' BM -0 #2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 1813' y6 Y = Existing Elevations (Typical) Line Data L-1 L-3 West 80.00' (D) West 80.00' (D) N 89°27'44" W 79.82' (M) N 89°54'23" W 79.26' (M) L-2 L-4 West 90.00' (D) Section Tie N 89°55'36" W 89.94' (M) S 34°43'48" E 17.85' (M) Area Calculations - Total Area = 10,000t ft' (100%) Pervious Area = 7,257t ft° (73%) Impervious Area = 2,743t W (27%) BOUNDARY SURVEY Legal Description: EGIN AT THE SOUTHWEST CORNER OF LOT 11, THE FLORIDA LAND AND COLONIZATION COMPANY'S CELERY PLANTATION, SANFORD, FLORIDA, ACCORDING TO THE PLAT HEREOF AS RECORDED IN PLAT BOOK 1, PAGE 129 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE RUN NORTH 125 FEET, THENCE RUN EAST 80 FEET, FENCE SOUTH 125 FEET, THENCE WEST 80 FEET TO THE POINT OF BEGINNING. Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR W WW FEMA.GOv, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN SEMINOIt: COUNTY, COMMUNITY NUMBER 120289. DATED 9128/2007. CERTIFIED TO: CYPRESS HOMES Fnd.'/.' Rebar No Identification) — PRESERVE AT LAKE MONROE UNIT 2 ( Plat Book 66 Pages 10 & 11 j PRESERVE AT LAKE MONROE UNIT 2 Plat Book 66 Pages 10 & 11 I I I i I I 0 0 I ml w al r o I 0 0 zo 0 to goo Z I I Stone Structure 24" C.M P Invert 12.20' WPP E CQ; o RW,--__— Point of Beginning 4' C.M. ( NoNo Identification) a SW Comer of a Lot 11 IP4'1 AC ..., East 80.00' (D) 22-19-30-5AD-0000-011J N S 89°38'10" E 79.94' (M) N. 70' of S. 195' of W. 170' & S. 15' of N. 495'of E. 160' LOT 11 F I I Adjacent Residence I FFE=15.63":.:.;.i Building Line 6'1J_..— — - -{ p IL W E We°e Fe Fnd %Rebar j o LOT 1 1^ o & Cap Illegible I S 125' of W. 80' ri Parcel ID# m N O Q thj 1961 30-5AD-0000-011 N_ o O '* T M ti T PbP°sad f o t = r+ o s o N Y 1v10 3. Proposed sapbc & Proposed:...':.- DnIMredAe ! 0 n (A A Elevation=1907• h "' o to Iy One -Story ;..'.': --- 2at1P:.. o Im '; .Concrete Block.'•'•'. 7o't ie >`""' U) r-- s .... - Adjacent Residence VI (Ct 1 IF ......Residence . Residence # 2610 "; I I _ ._._ FFE=1766' o_ Proposed FFE = 19.74' Q a a°Pled50 ,,,,,,,;1 B. I I l 6; Parcel Identification# T ° e Entry22-1930-5AD-0000-011 H 00 D a15. Q' 16 t ,+, S. 125' of Lot 11 a a D —h pJIIc. P.Poaed 7 i ' 24 g•I i y (Less W. 80' and E. 160' of Dd ear i u O. _ P N sa..wa l i i I A n1 O I3 1.7' i o.5YV Fnd. V," Rebar LB III & Cap 6300" E 53 ioHE B I WPP e" WPod Faoce E L Fnd. '/,' Rebar Fnd. 1 1!4" IP is L-2 No Identification) (No Identification) t} 53' P` L-3 Edge o, Pavemen` e30E sec. 26 Asphalt Road) a Range E. Township 19 S. BM NarcissusAvenueFlondaDeparlmentofTransportation #1 End. Nail & Plate Variable Width Right -of -Way) Revision. Revised Plot Plan-08M4/18 ASSUMED BEARINGS Revision. Revised Plot Plan - 07f30/18 Utilities Revision Added Plot Plan - 06/26/18 Gra hic Scale Wood Power Pole = WPPmn C. M.P. = Corrugated Metal Pipe 6. 15' 3 ' 60' Water Supply Line Scale: 1'=30' 2610 NARCISSUS AVENUE, SANFORD, FLORIDA 32771 Field Dat"/22/2018 Date Completed: 06/26/18 pores Drawn By. B.J. File Number. IS-48455 PP wr•.< r newenPon McLegal o.xr Pu°a wraeat,•O." hereby ceniry wt wa tlwnaary su>eyam°°mntwerew Pmoonyu Legend- Suble< l b any Eesemenu aW /a xbeknonf ax«om. x<« x.ywm,no...n«<rne7uwmea.weaseawmdxL.rDenmm..m°•ea Nobd W Cnnrurrlu b tlne atelndaltl d PnNce for L W n In the &aeanwide N°uuN°re°Wf, CnaRs 5117e52Fbiae D Celadale, CenlerirnePC Point of vaNa xuadnq ies «e NOl bte wate.r<tww<r RapnryLnei 0 IMIFYtratl.s CoOe°. Plvauatl { FlvNa a-- CIA CM COlIIea1B91t Conorim. nnra Pa. . pays PIPont- afln Fm«owrr> I<PaxOT Oeerm ned Rod Or« Iwgt, WlererwMlNxMesertl/w Fogen n«eNOi been bulMUxtfSS Y` Cmc D concreteDaeorption P.D. B.-Ptinl of Be" Ro.L - Pent on We PP -Pawar Pde otnerxne rosM. S<Ptk TeMSenalw ar«Mea b<onms «e ppro.nneteaM xWSTbe wraied by apPr°prWelnxiry Locuion ePmpnies Q.RptK Fpa YI THE DE Orehege eieenpne PRM - PerIIIBIIarY R.rererlre UuaThnS°rwyfw Purpof<nak<r Man lntenaM,W°Mut Wrntm VnM<eten WMbe FNe'' Eder F. E.MA Easerllert Federal EmatgercyMeltareaPT -Point of TayerX.y n„R1p, xnE.na L„ax rym McSr.reYor. xewgHnem>nall be Patrick K. Irelan '!'-- 6637 LB 7623 Ttl Survty is Said certified Patfies FFE R - Radue Finished Floor Belton Rad -Radial eµya Mn> ws..urub Armn.ome.lnen tro,«nm,.a of UN ad Blglb o.sle d rjClSIryS7ed. jp"d- bpn Rao - NONE VISIBLE TThi6 r n r NOTVI1,1t6 irn++ Ireland & r1CCOCw' lesSuru9 L Lenydl(,ARfd. -Roofed Im. M Measlred stir - set W Rabar& 1301 S. International Parkxray Suite 2001 N&D NR. Niel & Oak Non-Ra" Rebar cap'L8 762T TYP - rypm Lake Mary, Flodda 32746 ORB Offird Remda Boll UE -Utility Easement irelandsuryco rn P P.B. 0 0-mod NetPlatBook 1— WM - Water MeterC- Deilb(cntelAngle) 0- - Fence Clime Lek Office-407.678.3366 Fax-407.320.8165 RECORD COPY F n City of Sanfordy Building and Fire Prevention Product Approval Specification Form Permit # 1 8- 3627 Project Location Address OVILDI^rG SANFORD 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 Therma Tru Entry Door FL20461-R3 Sliding Sectional Roll Up Haas Door Garage Door FL16660.11 Automatic Other 2. Windows Single Hung MI 26 SH FL17676 Horizontal Slider MI SGD FL15332 Casement Double Hun Fixed MI Picture Window FL18644 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 44. ' 11% Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Asphalt Singles FL18355-R4 Underla ments Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment 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 David Ferri Please Print) June 2014 CO w C" N V aPP I 11F10' I SP 157 I Ia1C11 I.C CI7(I 8' 0" Brg. I ]I, Builders' FirstSouroe, w a...n...r.rv. h.. rpe.. {..r, . _.rm{ r.r...r r.r wr. ewr {r r u ou. errcm mr K ti Y UY rvr {.ti rrr.r YYryrKir Yr. Yr.ETY. tourY Y t.v...o.. rr. ra r rr.n c+npYr e.r tm iYt M..YYrtran Wrrr. a o....rPw rwY,W YOrW + i { Tr rrYt r M.rYn rrrp . ti rr.r. n IrvY fana{. i 1{ Crr rr I.. eCSTat 9mnrn Lrr by Y reM ryr rY Y W u.r. a.y.ry rY r ..Yrri rrrrr K . 11 aYir til. n{{YrYrYarIrYY..{..rl Vr.1W wrlrla T.r,rr • r a r 7.r rr_ T1] OY. r AwYr • r r. Yrrlr rr anntl lmYYi mr r ar.ar wr.r rr r ..rraY Yr..rY r r nr. n ur..^.n.rr Y.rr rnt..r.+ www r in d rr. unrrY am r1r. . rn Y..o r rrrn Y Ira rrirp. "e m4. r q rr r r.mrr rrvr. r.m.o.rq Approved By: , Approval Date, Requested Delivery Date: W l l..{ Y Y RC r{ 20. {{ RlL rY {CItL CR t 77 fL lYY rq ,UL 1{ iml {{ QC f { LQ aQ t is tar vt: vat u. YwricrT.to eC wm. Fr A u.{r : Frac rolltlR A1. TC ak.trlrY"IE'C IIraw .vs Yew . trYn tnrnrYre F.d.r - 1 m OHW . t'P Ersra.. era{r Cn OOMd2COE.... E. :. ar{, E- rppY ]! OC Eb.v.Ca.y eYl 1,E r. 16r5N. lr{.tip Ftlewr irti. nrofaro.lr{.fY lrw MIJ}{ O ILIM O T,ta.TS K AlU{ u rmuana 2 rotas.{ a YT1Y [ atrer C 11Gt1aTH F Mro,1Y 'J TNaUS! Y 1 rr'. r r..r.r r {r. t Y fY .ice .r..a.rr. I s See Legend in Layout i w Truss Layout t 1 Cypress Homes gi Harbour Model 3 arbour 3 Er I {..a1.rrI sr.t rua. riI2610 Narcissus St S na ford, FL awulo+{ nn.mu aF.n {r tr,l[E cr.sn r+ I wnnan E Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD COPY RE: 1482272 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Cypress Homes Project Name: Harbour Model Model: Harbour Tampa, FL 33610-4115 Lot/Block: N/A Subdivision: N/A Address: 2610 Narcissus St City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# ITruss Name Date 1 IT14747927 IA01 8/6/18 112 IT14747938 IA12 8/6/18 12 I T14747928 I A02 18/6/18 113 I T14747939 I A13 18/6/18 13 I T14747929 I A03 18/6/18 114 I T14747940 I A14 18/6/18 14I T14747930 I A04 18/6/18 115 I T14747941 I A15 18/6/18 15 I T14747931 I A05 18/6/18 116 I T14747942 I A16 18/6/18 16 I T14747932 I A06 18/6/18 117 I T14747943 I B01 18/6/18 I 17 IT14747933IA07 18/6/18 118 IT14747944IB02 18/6/18 18 I T14747934 I A08 18/6/18 119 I T14747945 I B03 18/6/18 19 I T14747935 I A09 18/6/18 120 I T14747946 ICJ 1 18/6/18 I 110 IT14747936IA10 18/6/18 121 IT147479471CJ1A 18/6/18 I 11 _IT14747937IA11 18/6/18 122 IT14747948ICJ3 18/6/18 I 18-3627 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Groveland, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIIrPI 1, Chapter 2. OPQU I N' D No 68182 STATE OF 4U Joaquln Velez PE No.68182 MITek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 6,2018 Velez, Joaquin 1 of 2 RE: 1482272 - Site Information: Customer Info: Cypress Homes Project Name: Harbour Model Model: Harbour Lot/Block: N/A Subdivision: N/A Address: 2610 Narcissus St City: Sanford State: FL No. Seal# ITruss Name I Date 23 IT14747949 1CJ3A 8/6/18 124 IT14747950 I CJ5 18/6/18 1 125 IT14747951 I CJ5A 18/6/18 126 IT14747952 I EJ7 18/6/18 127 IT14747953 I ERA 18/6/18 128 IT14747954 I HJ7 18/6/18 129 IT14747955 I HJ7A 18/6/18 130 IT14747956 I V3 18/6/18 131 IT14747957 I V5 18/6/18 132 IT14747958 I V7 18/6/18 2 of 2 Job Truss Truss Type 0ty Ply T14747927 1482272 A01 Hip Girder 1 1 lJob Reference (optional Budder s Fir5c Source, Groveland, FL 34736 8.220 s May 24 2018 MI l ek industrials, Inc. Mon Aug 6 07,04 05 20i 6 rage i ID UwnNbWH73RkfaVv5gRiJAgyrd2C-PBD3nDB2gnPadFjOu7gjZFsrKflxN4YG2vquGXyqeZ8 0 2-10-13 7-0.0 l4 20-0-0 28-5-2 33-0 0 37-13 40 0 0 1 0 2-1013 a 13 t36&1a BS2 6b2 8$1a 4-1-3 2-10l3 Scale = 1:72.7 500 12 Sx8 = 2x4 II 7x10 = 2x4 II 5x8 = 3x4 4 29 30 531 32 33 34 6 35 38 7 8 ST1.5x8 STP = 3x4 3 9 STl.5x8 STP = rA 1 2 1011 aI I 22 21 37 38 20 39 1940 41 18 16 15 14 13 12 3x6 = 2x4 II 3x4 = 5x12 = 3x8 _ 17 3x6 —_ 5x12 = 3x4 = 2x4 II 3x6 = 3x8 II 2-1013 70-0 13514 19-2-0 2 224-0 25-0-0 2 33-0-0 37-13 40-0-0 2.10.13 4-1-3 6-6.14 5-7-2 0-1 2-0-0 32-0 0.11- 6814 4-1-3 2.10-13 Plate Offsets (X.YI— r4:0-5-12.0-2-81. re D-5.12.D-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.15 20-21 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.30 20-21 >774 180 BCLL 0.0 Rep Stress Incr NO WB 077 Horz(CT) 0.04 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MS Weight: 199 Ill FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-20 WEBS 2x4 SP No.3'Except* 4-20,6-20,6-14,8-14, 2x4 SP No.2 REACTIONS. All bearings 0-8-0 except (jt=length) 17=6-a . 18=0-3-8, 15=0-3-8. lb) - Max Horz 2=-78(LC 28) Max Uplift All uplift 100 lb or less at joint(s) 18 except 2=575(1-C 8). 17=-1324(LC 4). 10=371(LC 28), 15=-130(LC 28) Max Grav All reactions 250 lb or less at joint(s) except 2=1282(LC 19), 17=2580(LC 1), 10=591(LC 20), 18=532(LC 3). 15=299(LC 20) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2721/1209, 3-4=2521/1106, 4-5=1757/847, 5-0=1757/847, 6-7=317/502, 7-8=317/502, B-9=733/587, 9-10=-1055/710 BOT CHORD 2-22=1133/2490, 21-22=1133/2490, 20-21=-974/2336, 18-20=1389/611, 17-18=1389/611, 15-17=1389/611, 14-15=1389/611, 13-14=-407/684, 12-13=599/963, 10-12=599/963 WEBS 3-21=290/324, 4-21=98/734, 4-20=657/248, 5-20=857/651, 6-20=1433/3418, 6-17=2853/1448, 6-14=667/1504, 7-14=-482/371, 8-14=708/236, 8-13=25/328, 9-13=347/218 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., sealed by Velez, Joaquin, PEGCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 Digital Signature. 3) Provide adequate drainage to prevent water ponding. using a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 5) ' 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 document are not considered will rd between the bottom chord and any other members. Signed and Sealed and the 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) signature must be verified2=575. 17=1324, 10=371,15=130. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 145 lb up at on any electronic copies. 7-0-0, 128 lb down and 145 lb up at 9-1-1. 128 lb down and 145 lb up at 11-1-1, 128 lb down and 145 lb up at 13-1-1, 128 lb down Joaquin Velez PE No.66162 and 145 lb up at 15-1-1. 128 lb down and 145 lb up at 17-1-1, 128 lb down and 144 lb up at 19-1-1. and 128 lb down and 145 lb up MiTak USA, Inc. FL Cert6674 at 21-1-1, and 128 lb down and 145 lb up at 23-1-1 on top chord, and 359 lb down and 149 lb up at 7-D-0, 84 lb down at 9-1-1. 84 6904 Parke East Blvd. Tampa FL 33610 Ib down at 11-1-1, 84 Ib down at 13-1-1, 84 Ib down at 15-1-1, and 84 Ib down at 17-1-1, and 84 Ib down at 19-1-1 on bottom Date: chord. The design/selection of such connection device(s) is the responsibility of others. August 6,2018 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LD,W A& INT v*%9gQJg paramafara and READ NOTES ON THIS AND INCLUDED I19TEK REFERENCE PAGE MU-7473 ray. 100=015 BEFORE USE Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for on individual building component, not truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall bulldIng design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is stways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2111 N Lee Street, Suite 312, Nexandria, VA 22314 Tampa, FL 38810 Job Truss Truss Type Oly Ply T14747927 optional) 1482272 A01 Hip Girder 1 fivaciers Ftrst Source, GrOveland, FL. 34136 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07-04 05 2018 Page 2 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-PBD3nDB2gnPDdFjOu7gjZFsrKfIxN4YG2vquGXyqeZ8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-8=-60, 8-11=60, 23-26=20 Concentrated Loads (lb) Vert: 4=128(F) 21=359(F) 18=-65(F) 29=128(F) 30=128(F) 31=128(F) 32=128(1`) 33=128(F) 34=128(F) 35=128(F) 36=-128(F) 37=65(F) 38=65(F) 39=65(F) 40=65(F) 41=-65(F) AWARNING- VedfY claslgn P.rametera and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PACE I101-7477 rev. 106=015 BEFORE USE. Design valid for use only with Mrrekm connectors This design is based only upon parameters shown, and Is for an Individual building component, not a truss propertysystem. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bmdng b always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I.trlradon, storage, delivery, erection and bracing of trusses and truss systems, Bee ANSVTPI7 Quality Criteria, OSSaa and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. MiTek' 0904 Parke East BM Tampa, FL 36610 Job Truss Truss Type City Ply T14747928 1482272 A02 Hip 1 1 Lb Reference (optional ttudcers First source, Groveland. FL 34136 B.Zlu s may z4 ZUIt$ ml I OK inoustnes. Inc mon Aug tour:uq:u/ zulo rage i ID tlwnNbWH73RkfeVv5gRiJAgyrd2C-MaLgCvDIMOfBsZl07YsBegxFZSWAr5PZVDJ7KCiygeZ6 0 4-5-2 9.0-0 1 6-14 20-0-0 25-5-2 31 0 0 35$14 40 0 0 1 4_ _2 4 i 14 5$ 14 5S2 55-2 5$14 4 .14 4$2119 Scale = 172.7 US = 500 12 4 3x10 = 5x8 = 3x10 = 5x8 = 5 6 7 8 2x4 2x4 71.5x8 STP = 3 2 9 27 STI.5x8 STP 25 28 2 101 18 17 10 15 14 13 12 3x8 = 3x8 = 3x8 _ 6x8 = 2x4 II 3x8 = 3x8 = 20 11 US 9-0-0 14$14 19-10-12 2 25-5-2 31-0-0 40-" 9-0-0 5 6 14 5-3-14 Plate offsets (x Y1— 200-8-00-o-10i (4:0-3-0 0-2-41.(6.0-3-0 o-3-0yFa a3 0 0 2 41J10 ae o ao 10) LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.13 18-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.62 Vert(CT) 0.28 18-21 >868 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight, 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 7-15 REACTIONS. ( lb/size) 2=663/0-8-0, 15=1995/D-3-6, 10=663/0-8-0 Max Horz 2=98(LC 10) Max Uplift 2=-327(LC 10), 15=793(1_C 6). 10=-339(LC 11) Max Grav 2=686(LC 21), 15=1995(LC 1), 10=686(LC 22) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1171/606. 3-4=780/387, 4-5=-666/402, 5-6=345/985, 6-7=-345/985, 7- 8=666/431, 8-9=780/418, 9-10=1171/637 BOT CHORD 2-18=578/1072, 10-12=509/1072 WEBS 3-18=-432/347, 5-18=277/605, 5-15=-1342/618, 6-15=327/244, 7-15=1342/618, 7- 12=277/605, 9-12= 432/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -11-0-0to 3-0-0, Interior(1) 3-0-0 to 3-4-2, Exterior(2) 3-4-2 to 14-6- 14, Interior(1) 14-6.14 to 25-4-2, Extenor(2) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-0-0, Extenor(2) 37-0-0 to 41-0-0 zone;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads This item has been 5) ' 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 electronically signed and will fit between the bottom Chord and any other members. Sealed by Velez, Joaquin, PE 6) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. 2=327, 15=793,10=339. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Printed copies of this sheetrock be applied directly to the bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 MiTak USA, Inc. FL Cart 6634 6904 Parkii East Blvd. Tampa FL 33610 Date August 6, 2018 O WARNING - Verity design Paramolera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 M. 100=015 BEFORE USE. Design valid for use only with MTeIlb connectors, This design o based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web endlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent Collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of woes and truss systems, see ANSVTPII Quality Criteria, D3Bde and SCSI Building Component 6904 Parke East BM Salary Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 38810 Job Truss Truss Type Qty Ply T 14747929 1482272 A03 Hip 1 1 Jgb Reference(optional) Builders First Source, Groveland, FL. 34736 8 220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07:04 08 2018 Page 1 ID UwnNbWH73RkfaVvSgRiJAgyrd2C-gmvCPFDx7in?UjSeZFNQBtUPWsr aVXikt2YssygeZ5 7.8.8 11-0-0 18-0.3 21-11.13 29-0-0 323-10 40-0 0 7 7$$ 3310 7-03 3.11-10 7-03 33-10 7$$ 5x6 = 5 GO 12 3x4 = 5x6 = Sx8 = 26 5 27 6 28 7 Scale c 1:72 7 17 16 15 14 13 12 11 3x8 _ 2x4 II 3x8 = U6 = 6x8 - 3x8 - 3x8 = 2x4 II 3x8 - 78$ 11-00 7910.12 29-0-0 32-310 40.0.0 7-8.8 3J-10 8-10.12 9-1-0 3J-10 7$$ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vcle0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.14 17-20 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.23 12-14 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=654/043-0. 14=2001/0-3-8, 9=665/0-" Max Horz 2=118(LC 10) Max Uplift 2=-327(LC 10), 14=734(1_C 6), 9=-349(LC 11) Max Grav 2=685(LC 21), 14=2001(LC 1), 9=695(LC 22) PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=979/468, 3-4=551/346, 4-5=-457/338, 5-6=216/817, 6-7=-482/389, 7-8=578/401, 8-9=1004/524 BOT CHORD 2-17=429/855, 16-17=429/855, 14-16=-450/320, 12-14=-410/'300, 11-12=363/878, 9-11=363/878 WEBS 3-16=548/330, 5-16=426/1002, 5-14=-977/527, 6-14=984/517, 6-12=-414/987, 8-12=545/331 NOTES- 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi--0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-2, Exterior(2) 5-4-2 to 16-7-14. Interior(1) 16-7-14 to 23-4-2, Exterior(2) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=327, 14=734, 9=349. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Carl 6634 6904 Parka East Blvd. Tampa FL 33610 Data: August 6,2018 0 WARN/NG - Verify design parameters end READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE 6967473 rev. 10/03/2015 BEFORE USE. Design vaild for use onlywith MlTekm connectors. Thls design is based ony upon parameters shown. and Is for an IndlWdual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bredng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ZrMiTek IsalwaysrequiredstablidyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BC31 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply T14747930 1482272 A04 Hip 1 1 Job Reference (optional Builder's First Source, Groveland, FL 34736 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04:09 2018 Page 1 ID tlwnNbWH73RkfaVv5gRiJAgyrd2C-IzSadbEZt?vs6tOn7zvfj5OY_GDtJyDszXo5PlygGZ4 0 7-8.8 13-0-0 20-0-0 27-0-0 32.3.8 40-M 1 7-8 5.3-8 7-0-0 7-0-0 5-3-8 741-8 -0 5x8 = c ran 25 2x4 II 26 5x8 = 18 15 14 13 12 11 10 3x8 = 2x4 II 3x4 = 3x6 = 6x8 = 3x8 = 3x4 = 20 II 3x8 7-0$ 13.0-0 19.10-12 20 27-" 32-3-8 40-0-0 7-8-8 5-3 8-10.12 0. -4 744 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 054 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=628/0-8-0, 13=2065/0-3-8, 8=628/0.8-0 Max Horz 2=-137(LC 11) Max Uplift 2=-309(LC 10). 13=713(LC 6), 8=329(LC 11) Max Grav 2=672(LC 21), 13=2065(LC 1), 8=672(LC 22) Scale = 1.72 7 DEFL. in floc) Udefl L/d PLATES GRIP Vert(LL) 0.1416-19 >999 240 MT20 244/190 Vert(CT) -0.21 10-22 >999 180 Horz(CT) 0.03 8 n/a n/a Weight: 200 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13. 6-13 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=952/422, 34=321/213, 4-5=-1801776, 5-6=180/776, 6-7=-321/264, 7-8=952/474 BOT CHORD 2-16=409/832, 15.16=409/832, 13-15=-67/271, 10-11=319/832, 8-10=319/832 WEBS 3-16=0/286, 3-15=704/402, 4-15=-136/489. 4-13=1156/517. 5-13=-486/366, 6.13=1156/517, 6-11=136/489, 7-11=-704/402, 7-10=0/286 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extehor(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=309,13=713,8=329. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8834 6904 Park@ East Blvd. Tampa FL 33810 Data: August 6,2018 0 WARNING - Verify design paremefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MrrekS connectors This design is based only upon parameters shown. and is for an Individual building component, not a truss system. Before use. tha verbuildingdesignermustveritytheapplicabilityofdesignparametersandpropertyIncorporatethisdesignIntotheoall building design BnIng indicated 0 to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the I. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB•af and BCSI Building Component 6904 Parke East BM Safety ; on, avallable from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oly Ply T74747931 1482272 A05 Hip 1 1 Lb Reference (optional 6umers First Source, Groveland, FL 34735 8 220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07 04:10 2018 Page 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-m90ygxFBeJlljtbzggOuGIZIKgZ52Ri?CBXfxlygeZ3 1 7-8 15-0-0 20-0-0 25.0.0 32-3.8 40-0-0 41-0 7-0.8 73 5-0-0 5-0-0 7-3-8 7"1 -0 Scale = 1.74 1 500 12 5x8 = 2.4 11 5x8 = 16 15 " 13 14 11 10 3x8 = 2.4 II 34 = 8x8 = 3x4 = 2x4 II 34 3x4 = 3x8 = 15-0-0 19.10-12 25.0-0 32-3-8 40-M7A-8M 73E 4-10.12 0- -4 5-0-0 7-3-8 7-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.13 16-19 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.19 16.19 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 002 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matnx-AS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=578/0-8-0, 13=2163/03-8. 8=578/0-8-0 Max Horz 2=157(LC 10) Max Upltft 2=289(1-C 10), 13=679(1-C 6). 8=-315(LC 11) Max Grev 2=640(LC 21), 13=2163(LC 1), 8=640(LC 22) PLATES GRIP MT20 244/190 Weight 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15. 4-13, 6-13, 7-11 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=892/380, 3-4=60/267, 4-5=172/870, 5-6=172/870, 6-7=92/304, 7-8=892/447 BOT CHORD 2-16=392/779, 15-16=394074, 13-15=208/329. 10-11=299/774, 8-10=29W779 WEBS 3-16=0/333, 3-15=-885/508, 4-15=133/515, 4-13=1126/485, 5-13=-321/235, 6.13=1126/485, 6-11=133/515, 7-11= 885/508, 7-10=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. II; Exp C. Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-4-2, Exterior(2) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0.0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=289,13=679,8=315. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 WARMNO - verity design paramaora and READ NOTES ON 77r15 AND INCLUDED MrTEK REFERENCE PAGE Mi-7473 rev. 1W3701e BEFORE USE. Design valid for use ony with MfTeltm connectors. This design Is based only upon parameters shown. and is for an Individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of Individual buss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DSBJa and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 MiTek' 8904 Parke East Blvd Tampa, FL 35510 Job Truss Truss Type 0ty Ply T14747932 1482272 AIM Hip 1 1 Job Reference (optional Builder's First Source, Groveland, FL 34736 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07:04.12 2018 Page 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-iX8jFdGRAwIRzKIMo5SMLje6UTDEWG71fU01?dygeZ1 o a-3 5 4.1z s-3 1 e•o•o i s•3.1 t-12 8 4-3 Scale =1:74.1 5 00 F12 Sx8 = 26 5x8 = 1 I le 15 14 13 1Z 11 3x4 = 34 = 3x4 — 6x8 = 3x4 — 3x6 = 3x4 = 3x6 = 3x8 = — — 20" 7 9 0-1 2 7 4 9-59 7b7 2.10-12 0- -4 3-0U 787 11-59 Plate offsets (X.Y)— 14:0-3 o 0-3-0115:0-5-12 0-2-8t 16:0-5-tz D-2-81.17:0-3-0 0-3-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.14 17-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.32 17-20 >755 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight, 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-14. 6-14 REACTIONS. ( lb/size) 2=557/0-8-0, 14=2207/0.3-8, 9=557/0-8-0 Max Horz 2=-176(LC 11) Max Uplift 2=-272(LC 10), 14=705(LC 10), 9=303(LC 11) Max Grav 2=633(LC 21), 14=2207(LC 1), 9=633(LC 22) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=906/389, 3-4=590/245, 4-5=-47/526, 5-6=168/869, 6-7=-126/526, 7-8=590/325, 8- 9=906/469 BOT CHORD 2-17=-436/808, 15.17=125/283, 14-15=-416/404, 13-14=-416/354, 11-13=125/270, 9- 11=333/808 WEBS 3-17=-423/341, 4-17=151/545, 4-15=-696/423, 5-15=207/559, 514=-1166/502. 6. 14=1166/489. 6-13=208/559, 7-13=-696/423, 7-11 = 150/545, 8-11=423/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-4-2, Extenor(2) 11-4-2 to 28- 7-14, Interior(1) 28-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 5) ' 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 sealed by Velez, Joaquin, PE willfitbetweenthebottomchordandanyothermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2= 272, 14=705, 9=303. Printed copies of this 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum document are not considered sheetrock be applied directly to the bottom chord. signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8831 69114 Parka East Blvd. Tampa FL 33610 Data: August 6,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI.7473 rev. 141DYl015 BEFORE USE. Design valid for use only with MTelcm connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety ; on, available from Truss Plata Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Ply T14747933 1482272 A07 Hip 1 1 Job Reference (optional) Builders First Source, Groveland, FL. 34736 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07:04 13 2018 Page 1 ID: UwnNbWH73RkfaVv5gRIJAgyrd2C-Aki5TzH 3xE01aUKYMozbuxBH3t WmFpORu8mJY4ygeZO g-p a-10-7 5.11.3 62.5 2-0-0 8-2-5 5-11-3 a.10.7 -40 ST 6d 500 12 5x8 = 5x8 = 26 6 15 14 13 ,1 .. 1. . , 3xB 3x4 = 3x6 — 3x4 = 3x4 = 3x6 3x4 = 30 = Scale a 1:74.1 21-0.0 20-0.14 10.0-0 1 34 - 40" 40.14 9-2-2 11- 9.2.2 9-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud TCLL 200 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.15 11-23 999 240 TCDL 100 Lumber COL 1.25 BC 0.80 Vert(CT) 0 35 11-23 696 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 14 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=542/0-8-0, 14=2229/D-3-8, 9=549/043-0 Max Horz 2=196(LC 10) Max Uplift 2=259(LC 10), 14=722(LC 10). 9=-297(LC 11) Max Grav 2=624(LC 21), 14=2229(LC 1), 9=630(LC 22) 3x6 = PLATES GRIP MT20 244/190 Weight: 226 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-13. 6-14, 5-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=849/335, 3-4=543/206, 4-5=166/778, 5-6=113049, 6-7=166M% 7-8=559/304, 8-9=-866/433 BOT CHORD 2-17=3991751, 15-17=213/315, 14-15=649/477, 13-14=631/456, 9-11=294/7(56 WEBS 3.17=-433/357, 4-17=182/620, 4-15=-799/497, 5-15=54/505, 6-13=-96/512, 7-13=799/497, 7-11=181/620, B-11=-433/357, 6-14=926/316, 5-14=909/312 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C, Encl. GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3.0-0, Interior(1) 3-0-0 to 13-4-2, Exterior(2) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-0-0. Extedor(2) 374)-0 to 41-0-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=259, 14=722, 9=297. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED All TEN REFERENCE PAGE MI-7473 rov. 10103/2015 BEFORE USE. Design wild for use only with MRekCb connectors This design is based ony upon parameters shown, and is for an Individual building component. not truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS049 and BCSI Building Component Safety Information svailabie from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. I d This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parka Eat Blvd. Tampa FL 33610 Date: August 6,2018 MiTek- 8904 Parke East BAE Tampa, FL 35510 Job Truss Truss Type Oty Ply T14747934 1482272 A08 Common 3 t Job Reference (optional) Builder's First Source, Groveland, FL. 34736 8 220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07 04 14 2018 Page 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-twGTgllhIYY9CevkvWUgQ8kPzHuo 8wb6oVs4WygeZ? 0 7 &7 12-10-4 20-M 27.1-12 32 3-9 40-0 0 1 7$7 5.1-13 7-1-12 7-1-12 5.1.73 7-&7 Scale = 1:71.4 ST 5 00 F12 5xB 3xB = 2.4 II 3x4 = 3x6 = 3x10 = 34 = 3x4 = 2x4 II 3xB 12-10-4 4G.0.0 Id LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TIC 0.64 BC 0.69 WB 0.89 Matnx-AS DEFL. in floc) Vdefl Ud Vert(LL) 0.16 10-22 >999 240 Vert(CT) -0.25 10-22 >999 180 Horz(CT) 0.03 8 ri/a n/a PLATES GRIP MT20 244/190 Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-13. 6-13 REACTIONS. (lb/size) 2=289/0-8-0, 15=2021/0-38, 8=1011/0.8-0 Max Horz 2=205(LC 10) Max Uplift 2=-158(LC 10). 15=679(LC 10), 8=-450(LC 11) Max Grav 2=381(LC 21), 15=2021(LC 1), 8=1011(LC 1) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=204/318. 3-4=173/751, 4-5=-506/361, 5-6=505/360, 6-7=-1229/596, 7-8=1812r779 BOT CHORD 2-16=260/280, 15-16=260/280, 13-15=-617/402, 11-13=287/1068, 10-11=598/1623, 8-10=598/1623 WEBS 6-13=867/502, 6-11 = 126/485. 7-11=-647/365, 7-10=0/272, 4-13=-378/1272, 4-15=1560/634, 3-15=671/374, 3-16=0/278 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf, h=15ft, Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2) 16-0-0 to 24-0-0, Intedor(1) 24-0-0 to 37-0-0. Exterior(2) 37-0-0 to 41-0-0 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed b Velez, Joaquin, PEyOa45) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=158, 15=679, 8=450. using a Digital Signature. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Printed copies of this sheetrock be applied directly to the bottom chord document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: August 6,2018 AWARNING. Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED aeTEX REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTalcm connectors This design is based only upon parameters shown, and Is for an Individual building component, not truss system. Before use, the building designer must verity the appi"bihty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- b always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabncotion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS949 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21a N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply T14747935 1482272 A09 Roof Special 1 1 Lb Reference (optional) uuiiaers First bource, uroveland, FL 34136 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07.04 15 2018 Page 1 I D: UwnNbWH73RkfaVv5gRiJAgyrd2C-76grteJKTrg?goUxTD?3zMGc?hB0/cFkLSFOcyygez_ 0-0 7-1-5 7b3 5.4A 5.2-0 7.1-0 r 5x6 = 5 00 112 Scale = 1 712 5x6 = 10 3x6 = 11 2x4 II 3x6 258-0 7.15 14.7-7 20.40 252.E 2 J-6 4l}aQ 7-75 78J 5 9 5-2-8 0.t- Is LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.56 Vert(LL) 0.35 14-16 875 240 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.56 14-16 554 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 'Except BOT CHORD 6-11: 2x4 SP No.3 WEBS 2x4 SP No 3 WEBS REACTIONS. (lb/size) 11=1680/0-3-8, 8=581/0-8-0, 2=1059/0-8-0 Max Harz 2=205(1-C 11) Max Uplift 11=-437(LC 10), 8=349(1-C 11), 2=462(LC 10) Max Grav 11=1680(LC 1). 8=598(LC 22). 2=1059(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3485/1564, 3-4=2219/978, 4-5=1083/549, 5.6=1084/545, 6-7=-46/289, 7-8=772/523 BOT CHORD 2-16=157013217, 14-16=1579/3222, 13-14=-857/2031, 11-12=-1286/411. 6-12=1183/419, 10-11=366/659, 8-10=-365/665 WEBS 3-16=0/269, 3-14=11681705. 4-14=97/480, 4-13=1137/649, 5.13=223/526, 6-13=333/1138, 7-11=798/443, 7-10=0/339 PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied Except. 2-9-0 oc bracing: 11-12 1 Row at midpt 3-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. I% Exp C: Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0.0 to 16-0-0. Exterior(2) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-0-0. Exterior(2) 37-0-0 to 41-0-0 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 fit between the bottom chord and any other members 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 11=437, 8=349, 2=462. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord 0 WARNING • Vorffy design paramefers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE ff01.7473 m. 104L2015 BEFORE USE. Design valid for use only with MRekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucking of Individual truss web ndfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I.bricadon, storage, delivery. erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Crifer4, OSB4%and BCSI Building Component Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312. Alexandria. VA 22314 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTok USA, Inc. FL Cori 6634 6904 Parka East Blvd. Tampa FL 33610 Date: August 6,2018 MiTek- 5904 Perko East Blvd. Tamps, FL 38610 Job Truss Truss Type oty Ply T14747936 1482272 A10 Hip 1 1 b Reference(optionall Builder's First Source, Groveland, FL. 34736 8 220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07:04 17 2018 Page 1 ID. UwnNbWH73RkfaVv5gRiJAgyrd2C-3VxclKKa7Twj35eJbe2x2nLyDUtS BTW1 pmkWgrygeYy ao a-9-5 o-1-0 1-1d z-o-o i 4-z-e i 7.1•0 7-e•e o 3x6 = 5x8 = 5x6 = 5.o0 12 5 27 e 12 11 _ 5x6 = 2x4 II 3x6 2580 ets ,o ,a,a za,oa 25.2-e 32.3-e +000 e Is a,a ,-90 4-4-00-- z asa LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.51 TCDL 100 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0.96 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 7-12: 2x4 SP No.3 WEBS 2x4 SP No 3 REACTIONS. lb/size) 12=1679/0-3-8, 9=584/0-8-0, 2=1058/0-8-0 Max Horz 2=-196(LC 11) Max Uplift 12=-435(LC 10). 9=350(LC 11), 2=-464(LC 10) Max Grav 12=1679(LC 1), 9=600(LC 22), 2=1058(LC 1) Scale - 1,73.9 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) 0.3316-18 >921 240 MT20 244/190 Vert(CT) -0.5016-18 >620 180 Horz(CT) 0.08 9 n/a n/a Weight: 200 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied Except: 2-9-0 oc bracing. 12-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3461/1560, 3.4=2515/1132, 4-5=-1264/647, 5.6=826/558, 6-7=-955/555, 7-8=-49/287, 8-9=-779/527 BOT CHORD 2-18 =1557/3192. 16-18=1564/3197. 15-16=-1021/2325, 14-15=335/1120, 12-13=1282/477. 7-13=1183/476. 11-12=-370/667, 9-11=368/672 WEBS 3-16=856/532, 4-16=82/444, 4-15=-1207/688, 5-15=334/848, 5-14=-736/356, 6-14=144/272, 7-14=297/1068, 8-12=-806/450, 8-11=0/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-G-0, Interior(1) 3-0-0 to 13-4-2, Exterior(2) 13-4-2 to 26-7-14. Interior(1) 26-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=435, 9=350, 2=464. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 MiTok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 Q WARNING • Verfry design pardmetars and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII.7473 ray. 14(03R015 BEFORE USE. ' Design valid for use only with Mrekm connectors This design is based only upon parameters shown, and Is for an individual building component. not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web andior chord members only Additional temporary and permanent bracing MiTekisatwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, defivery, erection and bracing of trusses and truss systems, sea ANSVTPII Owliry, Criteria, DSB4$ and BCSI Building Component e904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 38810 Job Truss Truss Type Qty Ply T14747937 1482272 All Hip 1 1 Lb Refere Ce o do al a' rust Source, Groveianb, FL. 34736 0.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07.04:18 2018 Page 1 ID:UwnNbWH73RkfaVv5gRiJAgyrd2C-XhV_WgLCmm2ahFCV8MZma u7wuDHwwGA1QT4CHygeYx 5.5-0 8-0.0 2.2-a 7-1-0 7-a-0 .0.0 5x8 = 5.00 12 5x6 = 26 6 aA,- Scale = 1:73 9 12 11 _ 3x6 5x6 = 2X4 II 34 — 25.4.4 9.15 iNo 77-1-0 -0 .10-0 25- 3 -3-8 40-0-0 t5 5-0-0 5874 5-M 2-" 0-1- 2 a" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 052 Vert(LL) 0.33 16-18 930 240 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.49 16.18 629 180 BCLL 0.0 Rep Stress Incr YES WB 100 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1681/0-3-8, 9=582/0-8-0, 2=1057/0-8-0 Max Horz 2=176(LC 10) Max Uplift 12=-433(LC 10), 9=348(1_C 11), 2=-468(LC 10) Max Grav 12=1681(LC 1), 9=599(LC 22), 2=1057(LC 21) PLATES GRIP MT20 244/190 Weight: 197 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied Except. 4-3-0 oc bracing. 12-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3485/1578, 3-4=2715/1240, 4-5=1655/817, 5-6=529/457, 6-7=-602/468, 7-8=45/289,8-9=-777/524 BOT CHORD 2-18=1559/3215, 16-18=1567/3224, 15-16=1125/2532, 14-15=-526/1497, 12-13=1281/506, 7-13=1189/473, 11-12=368/665, 9-11=367/671 WEBS 3-16=675/433, 4-16=70/379, 4-15=-1035/599, 5-15=319/880, 5-14=-1144/522, 7-14=253/968, 8-12=814/458, 8-11=0/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0.0 to 11-4-2, Exterior(2) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom Chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 011=1b) 12=433. 9=348, 2=468. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. n N A This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cart 6134 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 0 WARNING - Verify design Paramatera and READ NOTES ON THIS AND INCLUDED 110TEK REFERENCE PACE Mil-7473 nay. IOM3/2015 BEFORE USE. Design wild for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated b to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- Is always required for stability rid to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Crlterla, DSBJe and SCSI Building Component 8904 Parke East BM Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Aiexandrta, VA 22314. Tampa. FL 311610 Job Truss Truss Type Dty Ply T14747938 1482272 Al2 Hip 1 1 Job Reference (optional) Builder's First Source, Groveland, FL 34736 8 220 It May 24 2018 MiTek Industries, Inc. Mon Aug 6 07 04 19 2018 Page 1 I D: UwnNbWH73RkfaVv5gRiJAgyrd2C-?u3MjOMgX4ARl Pnii34?7CRG51Y5fNfKG4DdkjygeYw 0- 7-a•9 7.3.7 5-0-0 5.0.0 7.3•a 7-a-a -0-0 1d 5.00 12 5xB = 3x4 = 5x12 5 6 7 12 11 2.50 F12 5x6 = 2x4 II 3x6 3x8 25-6025+4 72L B 15.1-8 24.10-025,24 32.3-8 40-0-0 7.6•B 7.4.15 9-9-0 6-9-a 7ba 0-1-12 Scale = 1 73.9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1 25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.68 BC 0.87 WB 0.92 Matrix -AS DEFL. in (too) Vdefl Lid Vert(LL) 0.33 15-16 >926 240 Vert(CT) -0.61 14-15 >503 180 Horz(CT) 008 9 n/a n/a PLATES GRIP MT20 244/190 Weight, 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except WEBS 2x4 SP No.3 3-10-0 oc bracing: 12-13 WEBS 1 Row at midpt 3-15 REACTIONS. (lb/size) 2=1052/0-8-0, 12=1695/D-&8, 9=573/0-8-0 Max Horz 2=-157(LC 11) Max Uplift 2=-472(LC 10), 12=-476(LC 6). 9=-346(LC 11) Max Grav 2=1057(LC 21), 12=1695(LC 1), 9=590(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3426/1543, 34=2098/982, 4-5=-1872/983, 5-6=133/263, 6-7=-255/379, 7-8=30/310, 8-9=-762/526 BOT CHORD 2-16=1496/3160, 15-16=1501/3162, 14-15=-428/1188, 12-13=-1300/531, 7-13=1 128/288,11-12=370/661, 9-11=-370/658 WEBS 3-16=0/273, 3-15=1225/759, 4-15=69/466, 5-15=334/834, 5-14=-1367/636, 6-14=254/250, 8-12=826/463, 8-11=0/339, 7-14=0/658 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl , GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-4-2, Exterior(2) 9-4-2 to 30-7-14. Intenor(1) 30-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads electronically signed and5) ' 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 sealed by Velez, Joaquin, PEwillnitbetweenthebottomchordandanyothermembers. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify using a Digital Signature. capacity of bearing surface. Printed copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) document are not considered 2=472,12=476, 9=346. signed and sealed and the 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum nature must be verifiedsignaturesheetrockbeapplieddirectlytothebottomchord on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33810 Date: August 6,2018 AWARNING - Verify design paramuers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AGI.7473 rev. 10(0Y2015 BEFORE USE. ' Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated isto prevent buckling of individual truss web and/or chord members only. AddNonal temporary antl permanent bracing MiTek- rsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, eredlon end bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB2e and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type City Ply T14747939 1482272 A13 Hip 1 1 Job Refere ce a tlo al u s F,rsl aource, Groveland, FL. 34736 8 220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07.04 20 2018 Page 1 ID: UwnNbWH 73RkfaVv5gRiJAgyrd2C-T4dkxMNS IOI IwZMuGm bEgPzR3ivkOv 1 TVkyBHAygeYv o-0 7-e 10 s-3-0 e-1-4 6-1.4 1-9-e s> a 7•e a -o-d Scale = 1 72.5 5x8 = 2x4 II 5x8 = 5x8 = 526 27 28 6 7 13 12 11 3x8 = 2.50 72 6x12 MT20HS = 2x4 II 34 3x4 = 27-0-0 25-6-0 e•10 13-1-0 , 19-1252-0 25-A.4 32-3-0 40-0-0 M. s4-u ' s11. a 2z I e-1.4 a1. z F s3- 0 7-e-0 0- 1-12 LOADING ( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.67 BC 0.78 WB 059 Matnx- AS DEFL. in (loc) I/defl Ud Vert( LL) 0.30 16-17 >999 240 Vert( CT) -0.45 16.17 >693 180 Horz( CT) 010 13 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight, 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 4-1-0 oc bracing: 13-14 WEBS 1 Row at midpt 5-14 REACTIONS. ( lb/size) 2=1031/0-8-0. 13=1780/0-3-8, 9=503/0-8-0 Max Horz 2=137(LC 14) Max Uplift 2=-469(LC 10), 13=569(1_C 6), 9=-325(LC 11) Max Grav 2=1032(LC 21), 13=1780(LC 1), 9=526(LC 22) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3280/1499, 3-4=2296/1124, 4-5=-2083/1100, 5-6=0/426, 6-7=0/373, 7-8=0/334, 8- 9=587/468 BOT CHORD 2-17=1427/3021, 16-17=1426/3022, 15-16=-553/1457, 14-15=-553/1457, 13- 14=1387/588, 6-14=-492/291, 11-12=-314/496, 9-11=314/496 WEBS 3-16=-895/542, 4-16=167/538, 5-16=-340/697, 5-15=0/258, 5-14=198lf779, 7- 13=563/166, 7-12=199/555, 8-12=-748/420, 8-11=0/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=5.Opsf, h=15f1; Cat. If. Exp C; Encl. GCpi= 0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 3-0-0, Intenor(1) 3-0-0 to 7-4-2. Exterior(2) 7-4-2 to 18- 7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-0.0, Exterior(2) 37-0-0 to 41-0-0 zone, C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. Sealed b Velez, Joaquin, PE yeeZ, q 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. using a Digital Signature. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity Printed copies of this capacity of bearing surface. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) signed and sealed and the 2=469, 13=569, 9=325. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic Copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 0 WARNING . Varffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I.7473 ray. 10N3/2015 BEFORE USE. Design valid for use only with MlTekm connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system Be ore use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component Safety Information "liable from Truss Plate Institute, 21e N Lee Street, Suite 312. Alaxandria, VA 22314 e904 Parke East BNd Tampa, FL 381510 Job Truss Truss Type oty Ply T14747940 1482272 A14 Hip 1 1 Lb Reference (optional Builder's First Source, Groveland, FL. 34736 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04 22 2018 Page 1 ID: UwnNbWH73RkfeVv5gRiJAgyrd2C-0TfVL20jq?YOAt WHNBeilg3o?VZUslcmy2RHL2ygeYt 0-0 'r}72 Sa-4 7-1-4 7.1.4 }e•a 5.ya 5.3.10 -0-0 5.00 12 5XB = 6x8 = 2x4 II Sx8 = 4 25 5 26 27 B 7 2x4 II 5x8 = 12 11 13 3x8 = 2 50 12 3x4 = 2x4 I I 3x8 = 2580 5312 11-1-0 t61 2S2-a 2 29-0-0 }468 10-0-0 S}72 S¢72 a-11-12 7n4 0.1. 2 LOADING (psf) SPACING- 21 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.57 TCDL 100 Lumber DOL 1 25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.84 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 Scale = 1 72.5 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 036 16-17 >861 240 MT20 244/190 Vert(CT) -0.5516-17 >564 180 Horz(CT) 013 9 n/a n/a BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (lb/size) 2=1044/0-8-0, 13=1716/0-3.8, 9=560/0-8-0 Max Horz 2=-118(LC 11) Max Uplift 2=-473(LC 10), 13=602(LC 6). 9=-325(LC 11) Max Grav 2=1045(LC 21), 13=1716(LC 1). 9=572(LC 22) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=3469/1602, 3-4=2742/1279, 4-5=-2524/1255, 5-6=0/347, 6.7=0/292, 7-8=-272/314, 8-9=892/549 BOT CHORD 2-17=1503/3204, 16-17=1511/3220, 15-16=-799/2040, 14-15=-799/2040, 13-14=1252/539. 6-14=-418/285, 11-12=-423/798, 9-11=423r798 WEBS 3-16=647/424, 4-16=176/644, 5-16=-273/516, 5-15=0/296, 5-14=-2415/972, 7-13=624/218, 7-12=103/421, 8-12=-659/377 Weight: 196 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 13-14 1 Row at midpt 5-14 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O 18: MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-3-12, Exterior(2) 5.3-12 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2) 23-4-2 to 34-8-6, Intenor(1) 34-8-6 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=473,13=602,9=325. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 0 WARNING . Vadfy design parameters and READ NOTES ON THIS AND INCLUDED h0TEK REFERENCE PAGE All)-7473 ray. 1111003,2015 BEFORE USE. ' Design WWI for use only with MlTekm Connectors This design is based only upon parameters shown, end is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 2111 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36510 Job Truss Truss Type oty Ply T14747941 1482272 A15 Hip 1 1 Job Reference (optional s rubi aourca, Groveian0, FL 34736 8 220 s May 24 2018 MTek Industries, Inc. Mon Aug 6 07:04:23 2018 Page 1 I D: UwnNbWH73RkfaVv5gRiJAgyrd2C-ufJtZN PLaJglnO5Txv9xH2byHvvybBawBiBrtVygeYs 0-0 5.0-0 }77.f0 5-0-13 5-a-il 5-4-13 SA -a 4-0-1a 4.52 -0.0 SxB = 3x8 = 5x8 = 4x12 = 5x8 = 500 12 4 5 6 7 28 8 3x4 i ST1 5x8 STP = 27 3 26 14 2 18 17 16 15 d 1 18 5x8 = 2x4 II 4x8 = 4x12 = 2x4 II 13 12 Scale = 1:74.1 ST1.5x8 STP = 30 '7 G 11 tit I 5x8 = 3x4 = 3x8 = 2.50 12 34 = 254-0 5-0-0 9-1-0 74.4-13 19&11 2S -0 2 ]1-0O 4p-0-0 5-06 4-1-2 53-5 SA-13 5.4.13 04- 2 5-&0 9-00 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TIC 0.60 BC 0.94 WB 0.93 Matrix -AS DEFL. in (loc) Well L/d Vert(LL) 0.35 17-18 >889 240 Vert(CT) -0.54 17-18 >574 180 Horz(CT) 0.12 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. Except, WEBS 2x4 SP No.3 2-2-0 oc bracing: 13-14 REACTIONS. (lb/size) 2=1033/0-8-0. 13=174810-3-8, 10=539/0-8-0 Max Horz 2=98(LC 14) Max Uplift 2=-465(LC 10), 13=674(LC 6), 10=-302(LC 11) Max Grev 2=1034(LC 21), 13=1748(LC 1). 10=550(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3374/1559, 3-4=2971/1346, 4-5=-2769/1307, 5.6=1813/882, 6-7=1813/882, 7-8= 1/337, 8-9=-432/323, 9-10=-837/566 BOT CHORD 2-19=1418/3110. 18-19=1425/3127. 17-18=1185/2874, 15-17=-1185/2874, 14-15=- 493/244, 13-14=1294/597. 7-14=1211/612. 12-13=123/356. 10-12=427/764 WEBS 3- 18 =333/289, 4-18=294/830, 5-18=-315/188, 5-15=1138/561, 6-15=315/247, 7-15 = 972/2431, 8-13=781/280, 8-12=-57/432, 9-12=453/354 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. II; Exp C. Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(,) 3-0-0 to 3-4-2, Exterior(2) 3-4-2 to 14-4- 13, Interior(,) 14-4-13 to 25-4-2, Exterior(2) 25-4-2 to 36-7-14, Interior(,) 36-7-14 to 37-0-0, Exterior(2) 37-0-0 to 41-0-0 zone;C- C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 5) Thistrusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed b Velez, Joaquin, PE y 4willfitbetweenthebottomchordandanyothermembers. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verily using a Digital Signature. capacity of bearing surface. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=465. 13=674.10=302. signed and sealed and the 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be sheetrock beapplieddirectlytothebottomchord. Signature must Verified on any electronic copies. Joaquin Velez PE No.68182 III USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 6, 2018 0 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED WTEN REFERENCE PAGE KI.7473 rev. 10OW015 BEFORE USE. Design valid for use only with Mrrekm connectors This design is based only upon parameters shown, and is for an Individual building component, not truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is shaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefebrirubon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-09 and BCSI Building Component slaty Information available from Truss Plate Institute. 21a N Lee Street, Suite 312, Alexandria, VA 22314 8904 Parke East Blvd. Tampa, FL 38810 Job Truss Truss Type City Ply T14747942 1482272 A16 HIP GIRDER 1 Lb Reference (optional) 6uncers First Source, Groveland, FL. 34736 6 22U S May 24 2U16 Mi I eK 1naustnes, me man Aug 0 U1:U4:Z0,eU16 F'egB 1 ID:UwnNbWH73RkfaVv5gRiJAgyrd2C-Ec6mr5TTPrJ9uozOkSk6 5Jywd4GRtfL_ucZiygeYn 1-1i-t0 10 4-0-10 4-0-10 4-a-10 3-10-12 3.10.12 4-t-3 2.10.17 40.0 Stele = 1:74.1 5.00 12 5x8 3x4 4 3 ST1 5x8 STP = d 12 2; d 74 5x 4x8 = 2x4 II 7x8 = 2x4 II 3x8 = 5x8 = 31 532 33 34 6 35 36 377 38 39 8 40 9 41 10 3x4 11 ST1.5x8STP 12 2x4 II 44 - - ,.. 17 50 16 51 15 14 49 3x8 = 3x4 = 2x4 II _ 3xB3x6 . 2.50 12 4.8 11 25-60 S-0b 7-1-0 11 $-10 18-14 207-14 252-0 2 29.1-4 33-04 37.1.3 4g.0-0 5-0a 2-1.2 4.52 4.10 4810 441-10 0-1- 2 }7 }1012 4-1-3 2-1413 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.39 22 >792 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.59 22 >522 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.18 17 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 400 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc puffins 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 'Except' 4-1-0 oc bracing 17-18 2-23: 2x4 SP No. 1, 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1666/0-8-0. 17=4840/0-3-8, 12=301/0-8-0 Max Harz 2=-78(LC 13) Max Uplift 2=-754(LC 8). 17=2012(1-C 4), 12=-223(LC 28) Max Grav 2=1669(LC 19). 17=4840(LC 1), 12=318(LC 20) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5935/2656, 3-4=6157/2774, 4-5=-5984/2704, 5-6=-4634/1978, 6-7= 4634/1978, 7-8=2679/6485, 8-9=2654/6449, 9.10=-641/1582, 11-12=403/357 BOT CHORD 2-24=2468/5486, 23-24=2487/5536, 22-23=-2714/6430, 20-22=-2714/6430, 19-20=116/509, 18-19=116/509, 17-18=-4787/2042, 8-18=660/447, 14-15=278/363, 12-14=278/363 WEBS 3-23=369/540, 4-23=713/1840, 5-23=-566/196, 5.22=0/369, 5-20=-1910/887, 6-20=572/428, 7-20=1917/4391, 7-19=0/390, 7-18=7295/3022, 16-18=1436/693, 9-18=5395/2261, 9-16=655/1882, 10.16=-1885r790, 10.15=142/627, 11-15=421/251 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. This item has been Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. electronically signed and Webs connected as follows. 2x4 - 1 row at 0-9-0 oc sealed by Velez, Joaquin, PE2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to have loads indicated. using a Digital Signature. ply connections been provided to distribute only noted as (F) or (B), unless otherwise 3) Unbalanced roof live loads have been considered for this design Printed copies of this 4) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II, Exp C; Encl., document are not Considered GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 5) Provide adequate drainage to prevent water ponding. signature must be verified6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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 on any electronic copies. will fit between the bottom chord and any other members Joaquin Velez PE No.68182 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cart 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Data: 2=754, 17=2012, 12=223. August 6,2018 QWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 101031201E BEFORE USE. ' Design valid for use only with MiTekS, connectors This design is based only upon parameters shown, and is for an individual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DSB4$ and SCSI Building Component 6904 Parke East Bud. Safety information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Qty Ply T14747942Lb1482272A16HIPGIRDER1 Reference(optional) o.zzu s may eq LU1t1 MI I eK Industries, Inc. mon Aug 6 07:04:28 2018 Page 2 NOTES- ID:UwnNbWH73RkfaVvSgRiJAgyrd2C-Ec6mc5TTPrJ9uozQkSk6 5JIywd4GRtfL urZlygeYn 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 257 lb up at 7-0-0, 128 lb down and 147 lb up at 9-0-12. 128 lb down and 147 lb up at 11-0-12, 128 lb down and 147 lb up at 13-0-12. 128 lb down and 147 lb up at 15-0-12, 128 lb down and 147 lb up at 17-0-12, 128 lb down and 147 lb up at 19-0-12. 128 lb down and 147 lb up at 20-11-4. 128 lb down and 147 lb up at 22-11-4, 128 lb down and 147 lb up at 24-11-4. 128 lb down and 145 lb up at 26-11-4. 128 lb down and 145 lb up at 28-11-4, and 128 lb down and 145 lb up at 30-11-4, and 273 lb down and 288 lb up at 33-0-0 on top chord, and 393 lb down and 188 lb up at 7-3-0, 84 lb down at 9-0-12. 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 19-0-12. 84 lb down at 20-11-4, 84 lb down at 22-11-4. 84 lb down at 24-11-4, 84 lb down at 26.11-4. 84 lb down at 28-11-4, and 84 lb down at 30-11-4, and 359 lb down and 149 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 23.25=20, 18-23=-20, 17-28=20 Concentrated Loads (lb) Vert: 4=192(B) 10=-226(B) 23=393(B) 7=128(B) 19=-65(8) 9=128(B) 16=-65(B) 15=359(B) 31=-128(B) 32=128(8) 33=-128(B) 34=128(B) 35=-128(B) 36=128(B) 38=128(8) 39=-128(8) 40=128(8) 41=-128(B) 42=65(8) 43=-65(B) 44=65(B) 45=-65(B) 46=65(B) 47=-65(B) 48=65(B) 49=-65(B) 50=65(8) 51=65(B) 0 WARNING - Verify doslgn paramarers and READ NOTES ON THIS AND INCLUDED AOTEN REFERENCE PAGE MI67473 ray. 1LW=015 BEFORE USE. Design valid for use only with MlTakm connectors This design is based only upon parameters shown, and Is for an Individual building component. not - a truss system Before use, the building designer must verity the applicability of design parameters and pmperly Incorporate this design Into the overall building tlesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and buss systems. see ANSUTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTrussPlateInstitute. 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 38810 Job Truss Truss Type lily Ply T14747943 1482272 B01 Common Supported Gable 1 1 Job Reference o t o a Builder's First Source, Groveland, FL. 34736 8 220 s May 24 2018 MfTek Industries, Inc. Mon Aug 5 07:04.29 2010 Pagel ID: UwnNbWH73RkfaVv5gRiJAgyrd2C-ipg8pRU6A9ROVxYdl9GLXJr5BK9d76RoZee958ygeYm 1-0-0 7-7.0 15.2.0 16.2-0 J 1-0-0 7-7-0 7-7-0 1: Scale = 1:27.5 4x6 = 3x4 = 15 14 13 12 11 10 3x4 = 3x4 = 15-2-0 15.2.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 9 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 007 Horz(CT) 0.00 8 n/e n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 65 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 No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-2-0. lb) - Max Horz 2=-84(LC 11) Max Uplift All uplift 100 lb or less at /oint(s) 8, 14, 11, 2 except 15=-152(LC 10), 10=-152(LC 11) Max Grav All reactions 250 lb or less at joint(s) 8, 12, 14, 11, 2 except 15=274(LC 1). 10=274(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; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-0-0 to 2-0.0, Extenor(2) 2-0-0 to 4-7-0, Comer(3) 4-7-0 to 10-7-0, Exterior(2) 10-7-0 to 13-2-0, Comer(3) 13-2-0 to 16-2-0 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company Borate or other suitable treatment may be used if it does not Corrode the plates If ACID, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 11. 2 except Qt=lb) 15=152. 10=152. Q WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 ray. 101=015 BEFORE USE. Design valid for use only with Mrrelem connectors This design Is based only upon parameters shown, and i5 for an individual building component. not a truss system. Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated i5 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabddy and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Ouslity Criteria, DSB-49 and BCSI Building Component Safety Information available from Truss Plate Institute. 2la N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.6811112 MiTek USA, Ine. FL Cert $634 6904 Parks East Blvd. Tampa FL 33610 Data: August 6,2018 MiTek- 6004 Parke East Blvd. Tampa, FL 35610 Job Truss Truss Type Dty Ply T14747944 1482272 B02 Common 2 1 Job Reference (optional ier a rrst ovurue, Grvvelanv, FL 34736 8 220 s May 24 2018 MiTek Industnes, Inc Mon Aug 6 07.04:30 2018 Page 1 ID UwnNbWH73RkfaVv5gRIJAgyrd2C-B?EWtnUkxSZt757prtna4Wo9okNzkYkyolNldbygeYl 7-7-0 i 15-2-0 16-2-0 1.0.0 7.7-0 7-7-0 I -M Scale = 1:27 5 4x6 = Id 2.4 I I 3x4 = 3x4 = 7-7-0 15.2-0 7-7-0 7-7-0 Plate Offsets (X.Y)— I2;0-1-10.Edael. f4.O.1-tO.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 013 6-9 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 0.60 Vert(CT) -0 19 6-12 >966 180 BCLL 0.0 ' Rep Stress Incr YES WB 013 Horz(CT) 0.02 4 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -AS Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=667/0-8-0, 4=667/D-8-0 Max Horz 2=-84(LC 11) Max Uplift 2=-259(LC 10), 4=259(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=968/443, 3-4=968/443 BOT CHORD 2-6=268/845, 4-6=268/845 WEBS 3-6=0/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; VuK=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat. it.; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-7-0, Exterior(2) 4-7-0 to 10-7-0, Interior(1) 10-7-0 to 13-2-0, Exterior(2) 13-2-0 to 16-2-0 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 rd 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 (jt=lb) 2=259, 4=259. This item has been 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum electronically signed andsheetrockbeapplieddirectlytothebottomchord. Sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Crag 6034 6901 Parke East Blvd. Tampa FL 33610 Data: August 6,2018 0 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AV1.7473 rev. 10,03,7015 BEFORE USE. Design valid for use only with MlTekd) Connectors This design is based only upon parameters shown, and Is for an Individual building component. not truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- U always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB29 and BCs1 Building Component safety information aval able from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa. FL 36510 Job Truss Truss Type aty Ply T14747945 1482272 B03 Common 3 1 Job Reference (optional) Builder's First Source, Groveland, FL. 34736 1i1-01-0-0- 0 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04 312018 Page 1 ID.11wnNbVVH73RkfaVv5gRiJAgyrd2C-fBnuE6VMimhklFi?PelpckxK17j9T7 5ly7G91ygeYk 7-7-0 15-2.0 7.7-0 7-7-0 Scale = 1:28.4 4x6 d 3x4 = 2x4 II 3x4 = 7-7-0 15-2-0 - 7-7-0 7 7.0 Plate Offsets (X Yl— f2'0-1-10 Edge) f4 0-1-10 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.60 Vert(LL) 0.13 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 5-8 >922 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=605/0-8-0, 2=669/0-8-0 Max Horz 2=93(LC 14) Max Uplift 4=-219(LC 11). 2=259(1_C 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=975/467, 34=975/464 BOT CHORD 2-5=323/852, 4-5=323/852 WEBS 3-5=0/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 4-7-0, Extenor(2) 4-7-0 to 10-7-0. Interior(1) 10-7-0 to 12-2-0, Exterior(2) 12-2-0 to 15-2-0 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 fit 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 (jt=lb) 4=219, 2=259. This item has been 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum electronically signed and sheetrock be applied directly to the bottom chord. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.681E2 MiTek USA, Inc. FL Cert GOO 6904 Parka East Blvd. Tampa FL 33610 Data: August 6,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IIDI.7473 rev. 10103/2015 BEFORE USE. Design vefid for use only with M7elim connectors This design is based only upon parameters shown, and is for an individual building Component. not truss system. Before use. the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braWg Is at ays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage. delivery• erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-af and SCSI Building Component 6904 Parke East Bho. Safety Information avallable from Truss Plate institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type aty Ply T14747946 1482272 CA Jack -Open 4 1 Lb Reference (optional) o-=, a rii ar auui , Gm .ianu, FL. 34736 8 220 s May 24 2018 MITek Industries, Inc. Mon Aug 6 07:04 31 2018 Page 1 ID: UwnNbWH73RkfaVv5gRiJAgyrd2C-fBnuE6VMimhklFi?PalpckxSV75LT 1151 y7G91 ygeYk 1-0-0 1.0-0 1-0-0 1-0-0 d 1 2x4 = Scale = 1:6.5 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0 00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0 00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 000 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight. 5 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=130/0-8-0, 4=-O/Mechanical Max Horz 2=42(LC 10) Max Uplift 3=6(1_C 10), 2=-84(LC 6) Max Grav 3=9(LC 1), 2=130(LC 1). 4=13(LC 6) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft, Cat It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3. 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTsk USA, Inc. FL Cert 6OU 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 WARNING - Verify design Panmef. and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI.7473 m. 1010=015 BEFORE USE. Design valid for use onlywith MTeld0 connectors, This design Is based only upon parameters shown. and is foran Individual building component. not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overatl building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek- U alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see AN91rrP11 Quality Criteria, OSB-ee and SCSI Building Component 6904 Parke East Bid Safety InformationavailablefromTrussPlateInstitule, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply T14747947 1482272 CJ1A Jack -Open 2 1 Jotb Reference (optional Builder's First Source, Groveland, FL. 34736 8.220 s May 24 2018 MITek Industries, Inc. Mon Aug 6 07:04 32 2018 Page 1 ID UwnNbWH73RkfaVv5gRIJAgyrd2C-70LHSSW_T4pbMPHCzlp29xTdEXBcCUGEFcspi7ygeYj 1-" 1 1.0-0 1-0-0 1-0-0 3x4 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 100 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=8/Mechanical, 2=130/0-8-0. 4= 1 /Mechanical Max Horz 2=42(LC 10) Max Uplift 3=-8(LC 10), 2=78(LC 6) Max Grav 3=9(LC 3), 2=130(LC 1). 4=11(LC 3) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown Scale = 1:6.5 6ad DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) -0.00 5 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. QWARMNG • Vorlfy design Paremarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw. 10103/201 S BEFORE USE. Design valid for use only with MTekm connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a tru s system Before use, the building designer must verity the applicabilityability of design parameters and property incorporate this design Into the overall bullding design. Bracing indicated is to prevent buckling of individual truss web and/or Chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, D5849 and BCSI Building Component Safety Information available from Truss Plate Institute, 213 N. Lee Street, Suns 312. Alexandria, VA 22314 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.60102 MiTak USA, Inc. FL Cut 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 MiTek- a904 Parke East Blvd. Tampa. FL 36610 Job Truss Truss Type Oty Ply T14747948 1482272 CJ3 Jack -Open 4 t ob Reference (optional) Builders First Source, Groveland, FL. 34736 8 220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04:33 2018 Page 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-bevffoXcENxS ZsOX?KHh9OogxWgxxWOUGcNEvyqeYi 1 0 0 3.0-0 1-0.0 3-0.0 Scale = 1:10 8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 G-0-0 oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-8-0, 4=37/Mechanical Max Horz 2=86(LC 10) Max Uplift 3=58(LC 10), 2=84(LC 10). 4=-2(LC 10) Max Grev 3=71(LC 1), 2=188(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5 Opsf; h=15ft; Cat. II; Exp C. Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate gnp OOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.6E182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 WARNING- Vorfry da.Vgn paramafera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 raw. 1003,2015 BEFORE USE. Design valid for use only with Nirrekta connectors. This design is based only upon parameters shown. and is for an Individual building component, not a truss system Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated isto prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWIsalwaysrequiredforstabllityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria. OSB-ee and BCSI Building Component Safety Information available from Truss Plate Institute. 21a N Lea Street. Suite 312. Alexandria. VA 22314. 6e04 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T14747949 1482272 CJ3A Jack -Open 2 1 Lb Reference (optional Builder's First Source, Groveland, FL. 34736 8.220 a May 24 2018 MiTek Industnes, Inc Mon Aug 6 07:04:34 2018 Page 1 ID:UwnNbWH73RkfaVv5gRiJAgyrd2C-3mT1 tBYE7h3JcjRa4jrWEMZzaLsvgOmXjwLwmMygeYh 1 0 0 3-" 1-0-0 3-" Scale n 1:10 8 3x4 Plate Offsets (X YI— 270-2-4 Edge] LOADING (psf) I SPACING- 2-0-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 001 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.08 Vert(CT) -0 Ot 4-7 >999 180 BCLL 00 Rep Stress Incr YES VVB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 100 Code FBC2017fTP12014 Matrix -MP Weight. 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2=18810-8-0, 4=37/Mechanical Max Horz 2=86(LC 10) Max Uplift 3=-60(LC 10). 2=80(LC 10), 4=-4(LC 10) Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C, Encl , GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify Capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data•. August 6,2018 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PAGE Ml1.7473 rev. 10AM3/2015 aEFORE USE. oesign valid for use only with MTekm connectors This design Is based only upon parameters shown, and is for an individual bulldog component. not Witatrusssystem. Before use, the budding designer must vent' the applicability of design paremetem and properly Incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stablldy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII duality Criteria, DSB-09 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandris, VA 22314. Tampa, FL 35510 Job Truss Truss Type Oty Ply T14747950 1482272 CJ5 Jack -Open 4 1 Job Reference (optional Bulldefs First Source, Groveland, FL. 34736 8.220 s May 24 2018 Mi rek Industries, Inc. Mon Aug 6 07:04:34 2018 Page 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-3mT1t8YE7h3JcjRa4jrWEMZwKLp7gOmXjwLwmMygeYh I 5-0-0 1 1-0-0 5.40 Scale is 1 14 9 il 2x4 = 5-0-0 5-0-0 Plate Offsets (X.Y)— 12:0-0-2.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=129/Mechanical, 2=264/0-8-0, 4=62/Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-108(LC 10), 2=107(LC 10) Max Grav 3=129(LC 1). 2=264(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. II; Exp C. Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 3=108, 2=107. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTak USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MRekm connectors This design is based only upon parameters shown, and is for an Individual building component. not ' a truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek- is always required for stabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 2111 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply T14747951 1482272 CJ5A Jack -Open 2 1 Job Reference (optional Builder's First Source, Groveland, FL. 34736 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04 35 2018 Page 1 ID UwnNbWH73RkfaVvSgRiJAgyrd2C-XzlP4UYsm?BADsOneOMIna55319OPrOhyzSTloygeYg 1-0-0 5-0-0 1-0 0 5-0-0 Scale = 1 15.2 3x4 Plate Offsets fX Yl— 270-2-4 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 4-7 >999 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied REACTIONS. (lb/size) 3=129/Mechanical, 2=264/D-8-0, 4=62/Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-11 O(LC 10). 2=104(LC 10), 4=-2(LC 10) Max Grav 3=129(LC 1). 2=264(LC 1), 4=88(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ut=lb) 3=110, 2=104. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tempe FL 33610 Data: August 6,2018 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. faG"015 BEFORE USE ' Design ralld for use only with MlTekm connectors. This design is based only upon parameters shown, and is for on indlAclual building component, not a truss system. Before use, the building designer must witty the applicability of design parameters and property mwryonla this design Into the overall building design Bracing Indicated is to prevent buckling of indmdual truss web andfor chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, de0very, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Bhd. Safety Information aw0able from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 38510 Job Truss Truss Type Oty Ply T14747952 1482272 EJ7 Jack -Open 13 1 Job Reference (optional s rust Source, wroveland, FL 34/36 8 220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07,04:36 2018 Page 1 ID:UwnNbWH73RkfeVv5gRIJAgyrd2C-?gbnHgZVXIJ1rObzC8u Jne8t8Ox8IGgADglrEyqeYf 1.0.0 7-0.0 1-0-0 7-0-0 Scale = 1:19.8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 034 4-7 >245 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.75 Vert(CT) 028 4-7 >297 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight. 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=188/Mechanical, 2=342/0-8-0, 4=85/Mechanical Max Horz 2=170(LC 10) Max Uplift 3=141(LC 10). 2=190(LC 6), 4=-63(LC 6) Max Grav 3=188(LC 1), 2=342(LC 1). 4=124(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-8-5, Exterior(2) 2-8-5 to 6.11-4 zone; porch left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=141,2=190. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTsk USA, Inc. FL Cut 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 0 WARNING - Verily design panamaten and READ NOTES ON THIS AND INCLUDED AUTFK REFERENCE PAGE AVI-7473 rev. 1010712015 BEFORE USE. Design valid for use only with Mrrekm connectors This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buciding of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek- U ahvays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 2111 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36510 Job Truss Truss Type Dty Ply T14747953 1482272 EJ7A Jack -Open 10 1 Job Reference (optional) Builder's First Source, Groveland, FL 34736 8 220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04:37 2018 Page 1 I D. UwnNb WH73RkfaVv5gRiJAgyrd2C-TL9AVAa7HcRuTA99mrPDs7BMZYo_ll WzPtaeNhygeYe 1-0-0 7-0-0 1-0 0 7-0-0 3x4 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 100 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WS 0.00 BCDL 100 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=188/Mechanical, 2=342/0-8-0, 4=85/Mechanical Max Horz 2=170(LC 10) Max Uplift 3=-143(LC 10), 2=131(LC 10) Max Grav 3=188(LC 1). 2=342(LC 1), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Scale = 1:19 6 DEFL. in floc) I/defl Lid PLATES GRIP Vert(LL) 0.15 4-7 >549 240 MT20 244/190 Vert(CT) -0.22 4-7 >385 180 Horz(CT) 0.02 2 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi=O 18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 2-8-5, Exterior(2) 2-8-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=143,2=131. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A INARNING - Verify doslgn paremoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MTekm connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent bucking of individual truss web andlor chord members only Additional temporary and permanent bracing I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I,bdcation, storage, delivery, erection and bracing of trusses end truss systems, see ANSVTPil Quality Criteria, OSB-99 and BCSI Building Component Safary Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 MiTek- ae04 Parke East Blvd. Tampa, FL 35510 Job Truss Truss Type Qty Ply T14747954 1482272 HJ7 Diagonal Hip Girder 2 1 ob Refere ce (optional) ouuuar 5 rirel ovurw, urvveianu, rL a If M 6 zzu s May Z4 ZUlt$ MI I eK Industries, Inc M0n Aug 6 07:04:39 2018 Page 1 I D: UwnNbWH73RkfaVvSgRiJAgyrd2C-QkGwwsbNpDhciUJYtGRhxQGeSMOpLU RGsB3hSZygeYc 4-1-7 9-10.1 15-0 4-1-7 5$10 Scale = 1:20.6 4-1-7 9-9-7 9.1 1 4-1-7 541-0 0- -10 Plate Offsets (X.Y)— f2 0.3.4.0-0-9j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.18 6-7 >650 180 BCLL 0.0 Rep Stress Ina NO WB 068 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 41 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=183/Mechanical, 2=530/D-8-0, 5=322/Mechanical Max Horz 2=180(LC 22) Max Uplift 4=-136(LC 4), 2=299(LC 4). 5=-133(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1164/545 BOT CHORD 2-7=644/1105, 6-7=644/1105 WEBS 3-7=0/298, 3-6=-1136/662 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft; Cat. 11, Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b) 4=136, 2=299, 5=133. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 Ib down and 14 Ib up at 1-4-15, 82 Ib down and 14 Ib up at 1-4-15, 37 Ib down and 58 Ib up at 4-2-15, 37 Ib down and 58 Ib up at 4-2-15. and 67 Ib down This item has been and 117 Ib up at 7-0.14. and 67 Ib down and 117 Ib up at 7-0-14 on top chord, and 14 Ib down and 4 Ib up at 1-4-15, 14 Ib down electronically signed andand4Ibupat1-4-15, 14 Ib down and 15 Ib up at 4-2-15, 14 Ib down and 15 Ib up at 4-2-15, and 34 Ib down and 24 Ib up at 7-0-14 sealed b VelezJoaquin, PE Yqand34Ibdownand24Ibupat7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) signature must be verified Vert 1-4=60, 5-8=-20 on any electronic copies. Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 7=17(F=-9, 13=9) 12=-89(F=-44, B=-04) 14=7(F=3, B=3) 15=-68(F=34, B=-34) MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date. August 6,2018 WARNING - Voffy daslgn parameters and READ NOTES ON THIS AND INCLUDED INITEK REFERENCE PAGE Mll-7473 rev. 10113,2015BEFORE USE. Design valid for use only with MfTekm connectors. This design 0 based only upon parameters shown, and Is for an Indivdual building component, nor • a Was system. Before use, the building designer must vedry the applicability of design parameters and property Incorporate this design Into the ovemll building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Welk' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, deflwry, erection and bracing of trusses and truss systems. see ANSVTPII Quality criteria, DSa29 and BCSI Building Component 8904 Parke East BKO. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T14747955 1482272 HJ7A Diagonal Hip Girder 1 1 Job Reference tootionall Builder's First Source, Groveland, FL 34736 8.220 s May 24 2018 MiTek Industries, Inc Mon Aug 6 07:04:40 2U16 Page 1 I D. UwnNbWH73RkfaVv5gRiJAgyrd2C-uwgl7Bc7aXpSKeukRzywUdoudmm24zND5roE_7ygeYb 5-3.1 9-10-1 i 1.5.0 5-3.1 4-7-0 3x4 9-10- Scale c 1 21.2 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 cSl. TC 0.50 BC 0.68 WE 0.57 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) 010 6-7 >999 240 Vert(CT) -0 13 6-7 >884 180 Horz(CT) 0.02 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=148/Mechanical, 2=530/0-8-0, 5=357/Mechanical Max Horz 2=180(LC 4) Max Uplift 4=-107(LC 4). 2=301(LC 4), 5=-172(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1501/786 BOT CHORD 2-7=864/1431, 6-7=865/1428 WEBS 3-7=0/254, 3-6=-1410/855 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15ft, Cat. It: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=107, 2=301, 5=172. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 14 lb up at electronically signed and 1-4-15. 81 lb down and 14 lb up at 1-4-15, 37 lb down and 60 lb up at 4-2-15. 37 lb down and 60 lb up at 4-2-15, and 67 lb down sealed b Velez,JJoaquin, PE yoaqand119lbupat7-0-14, and 67 lb down and 119 lb up at 7-0.14 on top chord, and 11 lb down and 3 lb up at 1-4-15, 11 lb down 25 lb 7-0-14 using a Digital Signature. and3lbupat1-4-15, 13 lb down and 17 lb up at 4-2-15. 13 lb down and 17 lb up at 4-2-15, and 34 lb down and up at and 34 lb down and 25 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of Printed copies of this others. document are not considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 on any electronic copies. Uniform Loads (plf) Joaquin Vales PE No.6E102 Vert: 1-4=60, 5-8=-20 MiTsk USA, Inc. FL Cart 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 13=89(F=-45, B=45) 15=6(F=3, B=3) 16=17(F=-9, 13=9) 17=-67(F=34, B=-34) Date: August 6,2018 AwARMNG - Verrry daslgn peramafers and READ NOTES ON THIS AND INCLUDED AV TEK REFERENCE PAGE ae1.7473 rov. 101012015 BEFORE USE. Design valid for use only with MiTeklD connectors. This design Is based any upon parameters shown, end is for an individual building component, not • a truss system. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated u to prevent buckling or Individual truss web and/or chord members onty. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and wit systems, see ANSVTPN Quality Criteria, DSB49 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21e N Lee Street, Suite 312, Alexanone. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T14747956 Job 1482272 V3 Valley 1 1 Reference (optional a, , o.cuU s may w to Io MI I eK muusines, Inc. Mon rwg b uf.U4 41 2u1tr rage 1 ID UwnNbWH73RkfaVv5gRiJAgyrd2C-M7OgLXddLrxJxnTw?hT9OrLAJ9GJpYVZKVYoWSygeYe 2-8-3 2-8-3 Scale a 18 4 2 vdd 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight. 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=71/2-7-9, 3=71/2-7-9 Max Horz 1=41(LC 10) Max Uplift 1=-23(LC 10), 3=41(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tamps FL 33610 Date: August 6,2018 QWARWNG - Verify design paramefereand READ NOTES ON THIS AND INCLUDED W TEK REFERENCE PAGE M11.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MRekm connectors This design is based only upon parameters shown, and is for an Individual building component not '• a buss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building tlesign. Bracing indicated is to prevent buckling of bldWuai truss web and/or chord members only Additional temporary and permanent bracing MiTek- IsahvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-ee and BCSI Building Component 6e04 Parke East Blvd. SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T14747957 1482272 V5 Valley 1 1 Job Reference (optional) Builder's First Source, Groveland, FL. 34736 2x4 i 8 220 s May 24 2018 MiTek Industries, Inc. Mon Aug 6 07:04:41 2018 Page 1 ID:llwnNb WH73RkfaVvSgRiJAgyrd2C-M7OgLXddLrxJxnTw?hT9OrL6m9EApYVZKVYoWSygeYe 4$-3 4-8-3 2x4 11 Scale = 1:12.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 000 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=151/4-7-9, 3=151/4-7-9 Max Horz 1=86(LC 10) Max Uplift 1=-50(LC 10), 3=86(1_C 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Data: August 6,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hVTEK REFERENCE PAGE Iw1.7473 rw. 10f03/2015 BEFORE USE. Design valld for use only wah MTelcm connectors. This design is based only upon parameters shown, end is for an Individual building component, not " a truss system Before use, the bullding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bmcing indicated Is to prevent buckling of individual truss web endfor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding Ina fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East BM. Safety Information available from Truss Plate Institute, 21a N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 3aaio Job Truss Truss Type Oty Ply T14747958Lb1482272V7GABLE11 Reference (optional) ounam s nisi ouurce, ruvtnenu, rL. J4rJ b.ZZU 5 May Z4 ZUld MI ley maustnes, In, MOn Aug b Ur:U4:4Z ZUlti Page 1 ID: UwnNbWH73RkfaVv5gRiJAgyrd2C-qJy3YteG683AZx27Y0_OZ2uJ2ZbEY_DIZ9HL2uygeYZ 6-8-3 6.8.3 2x4 11 3 5 4 2x4 2x4 II 2x4 11 Scale = 1 17 4 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.18 BC 0.12 WB 010 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 loc) Well Ud n/a 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight 24 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 No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=20/6-8-3. 4=125/6-8-3, 5=318/6-8-3 Max Horz 1=128(LC 10) Max Uplift 4=-62(LC 10), 5=179(LC 10) Max Grav 1=42(LC 10), 4=125(LC 1), 5=318(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 2-5=238/331 NOTES. 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl.. GCp1=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except O=lb) 5=179. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vela PE No.68182 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 6,2018 0 WARNING . Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. IM312015 BEFORE USE. Design valid for use only with MiTeke) connectors. This design is based only upon parameters shown, and u for an Individual building component not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Inds dual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- Is always required for stability and to prevent oollapso with possible personal Injury and property damage For general guelance regarding the fabrteation, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPl1 Quality Criteria, D3B4e and BCSi Building Component 5904 Parke East Blvd Safety Information available from Truss Plate Institute. 216 N. Lee Street. Sude 312. Alexandria, VA 22314 Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3f4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. y`1fi r T For 4 x 2 onentation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1. National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 2 3 1 Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, individual lateral braces themselves p WEBS Ct may require bracing, or alternative Tor I 0Y y y y p bracing should be considered. O U p O 3. Never exceed the design loading shown and never it s U stack materials on inadequately braced trusses. o p 4. Provide copies of this truss design to the building c74 ce-r cs4 H designer, erection supervisor, property owner and BOTTOM CHORDS all other interested parties. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 5. Cut members to bear tightly against each other 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10 Camber is a non-structural consideration and is the responsibility of truss fabricator General practice is to camber for dead load deflection 11 Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceding is installed, unless otherwise noted established by others. 2012 MiTek® All Rights Reserved MM M1I MiTek 6 MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer 17. Install and load vertically unless indicated otherwise 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19 Review all portions of [his design (front, back, words and pictures) before use Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.