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HomeMy WebLinkAbout610 E 5 St 16-1658 New Construction SFH5GL"a I/V/40 N CITY OF SANFORD BUILDING & FIRE PREVENTION JUN PERMIT APPLICATION BY: Appl>tcatlon No: , O Documented Construction Value: S 2 ``i ZZ Job Address: WO i45r S& S r r . A4, r-02z3 Historic District: Yes No JZ Parcel ID: 25 • /q- 0- .5 '-' - 6620C,*- 0040 Residential ® Commercial Type of Work: New [,'/Addition Alteration Repair Demo Change of Use Move Description of Work: V-/ 1:60 ,/L 62AGS'77ZtJL C tl/ Plan Review Contact Person: /1C."i OKJ w_l.T Title: Vpc: -p QZ2 Z -17o Phone:,J07-, RR,q-,!2e= Fax: &(,Q -&7¢_ /Z!59 Email:k X-_WL-5065P_h, C -0m Property Owner Information Nam(s, Phone: 407-,5(a2_- 7851? Street: On ISE& S+9i Resident of property?: City, State Zip: 541.1 /Z 1—t _';i;7_ -7-7J Contractor Information Name nS (- (Q / 5777.UC i7Cyt / G`i'ns )Q Phone: 407 5e zn Street: NAS ;8 AdL4 n--, 'I/? &F A41 / //l , Fax: (074 - /Z q City, State Zip: /d / -Yl -- A ZrxsA/. 347P-7 State License No.: C« - /509 Architect/Engineer Information Name: R91Phone:,-56' 4 9 - 9277 Street: i v.— Fax: City, St,Zip:>-dZIlt d&21". 3--3-/:8 E-mail: z Bonding Company.. AJ Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t -1 sa iI 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 olher governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name 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 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical E Mechanical Lf Plumbing[ Gas[] Roof Construction Type: r a Occupancy Use: 913 Flood, Zone: — 5th ATT4CHE0 Total Sq Ft of Bldg: 11 o(v Min. Occupancy Load: (o # of Stories: I New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures__V?;, 3 Fire Sprinkler Permit: Yes No E # of Heads Fire Alarm Permit: Yes No E APPROVALS: ZONING: . UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: !Q:, 1.1-11r Revised: June 30, 2015 Permit Application Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Sign of Owner/Agent Date f Signature of Contractor/Agent Da Print r/Agent's Name• ontractor/Agent's Name K l z <0 Signa o to of FWa Date ignature Notary-9wa of Florida Date t a`. BOBBIE G OWENS MY COMMISSION #FF 170911 EXPIRES November 22, 2018 Owner/Agent is Personally Kno ' r"-"dallota Se Agent is _1-fersonally Known to Me or Produced ID Type of ID r C . -1-->'e . L, Q-,/ Produced ID Type of ID APPROVALS: ZONING: "'ontk UTILITIES: WASTE WATER: ENGINEERING: 04 %(- '(#" - 0"10 FIRE: BUILDING: COMMENTS: QV th Coo EiyVct .Ct oil -e ft44114 VIovue w1+14 R -No vII QvI(es 0.e 1(t v d 0v1 Nov. II , 2.015 anJ Tvv1. 1`-1 izemolRES FOLM 801k@.fl *U2VCtt Ft"1A S-LEV, Rev 11.08 W tT'A O-S,•i3Q 1 k -T Suri. VCK V f0 Q ca"I eLE-CIO /J• 201to . C.ti: -T %FI Ck"16 J CITY OF SANFORDy =}'~•a BUILDING & FIRE PREVENTION F;' `i(j PERMIT APPLICATION i I a t :e I ; Application No: / 40 Documented Construction Value: S t O6 a o D, Job Address: (0/0 [-A:5r 5i—k- 6_4ra_ -r , pp2p Historic District: Yes No tZ Parcel -ED: 25 - Iq \5.k( -7T- n (OO n - 0040 Residential ® Commercial Type of Work: New E ' Addition Alteration Repair Demo Change of Use Move Description of Work: 1gL- L& PD,U.L 62- AQ!2: . CJ -v pit ` Plan Review Contact Person: Ke—ice Ow 6- .s Title: C-;4 PhoneA97-,3Rf3-,!2E77 Fax: 2(n -&7¢- /Z:39 Email:kn"-_,y6o65e fL ClProperty Owner Information Nameys r ics,IS Phone: 407-5(,,2_-78551 Street: tol n A&CI- -1 Lk S42aE_T_ Resident of property? City, State Zip: s5A M -0-- nrz n 1-( _-i;_7-7-7 Contractor Information Name 8S 6 (nn A./ s77?_0C7/7r*A Phone: 407 -Ode - 587n Street: X ARf-f,d LC facS/I //Z -r--r t Fax: C( 611 City, State Zip: ),k /12 /TCX2_ CrAk/D A/, 3478-7 State License No.: CCS - /509 Architect/Engineer Information Name: Phone:,66 - &2 2/ - 9277 street: v.— Fax: City, St, Zip :DhW 1P 7 C=J&a 2 5 F1 334/8 E-mail: Bonding Company: iC,/IA Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER- OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that dattee• 51h Edition (2014) Florida Building Code Revised: June 30.2015 /4 0 1 m PC ` t • at — s Permit Application Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Sip—BRFe of Owner/Agent Date Signature of Contractor/Agent Da s ! C + `` moi. d u'he fit `a i 1 nt r/Agent's Name Name to of a Dauj. jontracctor/Agpent's Notary- to of Florida Date j' BOBBIE G OWENS 1W7.-K MY COMMISSION #FF170911 EXPIRES November 22. 2018 Owner/Agent is Personally KFo"dallo'arys2WM0orAgent is kl'ersonally Known to Me or Produced ID Type of ID r -C . Z>?, Produced ID Type of ID APPROVALS: ZONING: UTILITIES: 6 • /r/ WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 REQUEST FOR PRE -POWER AUG 31 2016 I COMMERCIAL PROPERTIES Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: r- 3/ - >_01 l0 Project Name: Project Address: COl ' C;7 4- i- • S cw, Building Permit #: Electrical Permit # (-c s In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. if provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. 16,x" ok_L,,c Print Name of Owner/Tenant Print Name of Gen. Contractor Print Name of EI. Contractor 2L=4,s: Signature of Owner/Tenant Signature of Gen. Contractor Signature of El. Contractor 6G --r - / co S !! 5 Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on / Rev. 02.10.15) CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Application No: 16-165-3- Documented 6-/65-3- Documented Construction Value: S % -/ R"S ), , 00 Job Address: I Q Historic District: Yes No Parcel ID: Residential Commercial Type of Work: NewoAddition Alteration Repair Demo[] Change of Use Move Description of Work: , i o I's -0411 A Z -Aon, I5 z,- '&r' I., 1>'CA'_r"A_ 347L4 TRS N d- ' I DCn4-- Ven. I—Ff- Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information ^ Namea Gapr Phone: Street: Z S) MV'0/5t/ SCT Fax: `07 -,2 9'0 " d <P'S City, State Zip: D L IPblj" L State License No.: CA Co SX d Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: 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. 1 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: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Date rint ntractor/Agent's Name Sign Date fir gy,, F.•••• ;- DEBBIE BLANTON MY COMMISSION # FF 178648 EXPIRES: February 2s, 2019 P%,tt•' Bonded Thru tblary Public Undenyriters Contractor/Agent is Personal nown to Me or Produced ID Type of 1D .- ek4.of aeLl l BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application n0 o o< DSL+ CONSTRUCTION CROUP 14338 Hampshire Bay Circle Winter Garden, Florida 34787 Tel(407)388-5820 Fax(866)674-1239 EXHIBIT'B' PRICE AND TIME SCHEDULE Date: July 21, 2016 Revision: Contractor: BSE Construction Group SOFT price Subcontractor: ABCOOL Heating and Alr Trade: Job: 610 E. 5th street — New Home Construction HVAC BASE CONTRACT PRICING: Stage Amounts Time Schedule Stage # Cost Code Stage Description Work Days Start to Start Date Flnsh 1 400 HVAC Rough 60% 2,911.20 2 2 410 HVAC Final 40% 1,940.80 1 3 0% 5 0% 6 0% Retention 0% Is - Total 100% 1 $ 4,652.00 3 USE THE ABOVE STAGE PAYMENT PERCENTAGES AND AMOUNTS FOR STAGE INVOICING. OPTIONAL CONTRACT PRICING: Amounts Time Schedule Cost Code Description Start Date Work Days Start to Finsh ALL PRICES INCLUDE APPLICABLE SALES TAX AND APPLICABLE PERMIT FEES Company's Full Legal Name ABCOOL Heating and Air BY: DATE: BSE Construction Group BY: Keith Owens DATE: G:\Construction\Projects\Central Florida\M - S\Seminole County\CC-9072-13 AMM Work Order 6 -Reconstruction 610 E 5th Street\Vendor Bids and Contracts\Contracts\AB COoi\4- 610 E. 5th St - EX.B PRICE SHEET.xlsile I hereby name .aiA appoint of Date:Fr Z/l to be my lawful attorney in fact to act for me and apply to C• =/ o qjy for a permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision Address of Job) t, /D Z_- .7 t7A J -7" ,O :I, 4,,e 3 Z 7 7 owner of Property and Address) and to sign my name and do all thingsnecessary to this appointment 1--2Cs.NNyIf t*RQ' CO')6 6-1-7 ype or Print ed Contra= and License i i5Uaaae of Certified Ccntractor) Acknowledged: Sworn to and subscribed before me this Day of) A.D. 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AER G E.R. 1MAFTOPO'S NAP Or THE TOWN Or SANfOPO, ACt OWNG m WE PLAT INDWer AS ME SWrm7C fUVWE Or On $WWY TS m LOCA Ir 7W RECORDED IN PLAT BOOK 1, PAGES 56 7HROUGH 64, $MOM MO AAnCW AAV IM -AI AnOV9W /O 7N£ PROAWFY AVCL.USILE; Or M£ PUBLIC RECORDS Or SEMINOL£ Ca)N1Y, L#" msswG AwftArY L1001Q6R5 ww%NOr MEESrAA)94D FLCVROA AAD NO O/PIPOLfl/EH75 01NERy(HAN MAgr`S7/ONN HERE 11 OA /E BT NL:»S pEC / SURYMM AND MAPP/NG, LLC CERA!/CATS OF AUTHORIZATION NUMBER LB 78081010-16 rw.t iLVAL 9uPt£Y 1100 A101bW rro4 SL/ts 2W • O fiLft n&ft J2785 • 407-547-4967 MAP OF BOUNDARY Si/RY£Y LOCA TED /N S£C77CW J0, TOWHSN/P 19 SYN)11{ RANGE if CAST arr Or SAMF= soravLxE LXXAV7Y, RLAaDA LLC L.S. 78018 aI N& 1A-asl S OAn: ns -17-16 $4 ORAAN er. rWtt Lrtarm er, nA 9(EF7 1 Or / e p. r City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Keith Owens Firm: BSE Construction Group of Florida Address: 14338 Hampshire Bay Circle City: Winter Garden State: FL Zip Code: 34787 Phone: 407-388-5820 Fax: 866-674-1239 Email: kownes@bsefl.com Property Address: 610 W. 5th Street Property Owner: Josie Daniels Parcel identification Number: 25-19-30-5AG-060C-0040 Phone Number: 407-562-7859 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway M The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-1658 Reviewed by: Michael Cash, CFM Date: June 29, 2016 1 THIS INSTRUMENT PREPARED BY: Name: Kcith Owcns Address: 14aaa taampst+_ro R) Qrrt. Winbr C:ardrnFtnrida U7R7 NOTICE OF COMMENCEMENT Permit Number. 1 &7 1 kD s a s l9 iii cilli iiiii iiiii iiiii Hill !!II 1111 MARYANNE MORSE, SEMINOLE COUNTY CLERK Ul• CIKCUII CUUk'1- & CUMPTROLLERo - BY. 6693 1-9 731 QP9s) CLERK'S : '201605352'2 RECORDED 05/24/21)16 09:27:24 AN KLCUKDINb I -ELS $11-.00 RECORDED BY hdevore Parcel ID Number: 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 addres,if available) 1" (aa C7"z %,A:! •'1 -S'0. to :'t7 ^•.L r S f JCr 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: - -v Si L,-- • r\ i c—A L O __ S ' ' . 5c>r 1 ,y—r}C. lit— 3 .)'7. Interest in property: o Fee Simple Title Holder (if other than owner listed above) Name: r Address: 4. CONTRACTOR: Name: Blackstreet Enterprises I.I.C. dba BSE Construction Group Phone Number. 772-344-8201 Address: 535 KW Mercantile Place 0107 Port St. Lucie, Florida 34986 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Phone Number. Address: Amount of Bond: 6. LENDER: Name: NIA Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Keith Owens Phone Number. 407-388-5820 Address: 14338 Hampshire Bay Circle Winter Garden, Florida 34787 8. In addition to himself or herself. Owner designates Of to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: 8. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) 51:- 31 I L. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY`' BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are tru to the n of my knowledge and belief. SI re of Owner or Lessee, or Ownees or Lessee s (Print Name and Provide Signstorys TIMOMce) / ed OfterlDireaor(ParmerlManager) \\ K 0 Stateof v2.o County of G 2e.,e3 a UJ The foregoing Instrument was acknowledged before me this 5 day of / '` ' 7 .20/ Z D _ 1> O by L IUB / c= w L S Who Is personally known to me d W Name of person making statement OR who has produced Identification © type of Identification produced: j it ` b O BOBBIE G OWENS C: :5 d'#: MY COMMISSION #FF170911 r AV EXPIRES November 22. 2018 nature . 407) 790.0153 FlwidafttaryServiCe.com m SEMINOLE COUNTY, FLORIDA CHANGE ORDER FOR CONSTRUCTION PROJECTS PURCHASING & CONTRACTS DIVISION 1301 E. Second Street 407) 665.7116 Sanford, Florida 32771-1468 Firm: BSE Construction Group Initiation Date: 5/10/2016 Change Ober No.: 1 CIP No.: Vendor No: Contract Date: 4/20/2016 [--]Work Order No.: ,Q, Other No.: Contract Number: CC -9072-13 Contract Title: MSA for community services residential new construction & reconstruction You are requested to make the following change(s) in this Contract/Work Order, and reason(s) are provided: Additional Survey Services recquired to determine the adjoining plat limits and the right-of-ways lot 4 610 E. 5th Street). Original Contract/Work Order Sum $ 105,589.62 Contract/Work Order sum prior to this change order $ 105-5119.62 Change Order Sum ([a increase) ( decrease) ( unchanged) $ 1128.00 New Contract/Work Order sum including this change order will be $ 106.717.62 Time will be ( increased) ( decreased) (®unchanged) by Days Substantial Completion Date through this change order 8/5/2016 Final Completion Date through this change order 8/19/2016 We This Change Order constitutes full and mutual accord and satisfaWon for the adjustment of ContrectlWork Order Price and Time as a result of Increases or decreases In costs and time of performance caused directly and indirectly from the change. Acceptance of this Waiver constitutes an agreement between County and Contractor that the Change Order represents and equitable adjustment to the Agreement and that Contractor shall waive all rights to Ale a Contract Claim of any nature on this Change Order. Execution of this Change Order shall constitute Contractor's complete acceptance and satisfaction that It is entitled to no more costs or time (direct. indirect, Impact, ata) pursuant to this Change Order. Acknowlednemen s: The aforementioned change, and work affected thereby. Is subject to all provisions of the original Agreement not specifically changed by this Change Order; and It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original agreement other than matters expressly provided herein. This Change Order El does E] does not involve changes to the design of the project, which would require signature by the itect/Engineer of Record. Project Manager (initials) Keith Owens .. °""`°"`° Pro' Manager (Signatur Architect/Engineer (Signature) Contractor (Seal 8 Signature) 14338 Hampshire Bay Gude Winter Garden, Florida 34787 Department/Division Address (List Above) Address (List Above) By: Joe, By: By: Keith Owens Print Name) (Print Name) (Print Name) Date:,5&///& Date: Date: - 5/11/2016 In& Contra Division Approval (Pursuant to Administrative Code): WITNESSES. L9 Via* WA, Procurement Administrator Date As authorised by Section 3.554, Seminole County Administrative Code with execution by Purchasing & Contracts Division (Pursuant to Administrative Code): WITNESSES: Ray Hooper, Purchasing 8 Contracts Manager---& As authorized for execution by the Hoard of County Commissioners at their 20_ regular meeting, pursuant to Section 3.554, Seminole County Administrative Code CERTIFIED COPY Clerk of Circuit Court and Comptroller SEMIINO TY, FI *IDA DEPtr Y CLERK SECTION 00400 - GENERAL CONDITIONS (Construction Forms) REVISED 8/8/13 BLH Page 17 of 34 CC-8805.13/AMM- HOME Program Residential Reconstruction at 1280 Dunbar Ave. Sanford, FL 32771 610 E 511 Street Property Address: 610 E STH ST Owner. DANIELS 30SIE L Flailing: 610 E 5TH ST SANFORD, FL 32771-20D7 Subdivision Name: SANFORD TOWN OF Tax District: S3-SANFORD Exemptions: OD-NO14ESTEAD (1994) DOR Use Code: 01 -SINGLE FAMILY Legal Description WT4MX6TRC TOWN OF SAMFORD PBIPG56 Taxes TaxciyAuthorily ij •, ArasSrtient Value Exempt Values ' r Taxable Value, County GenerilFund s25,321 525,321 SD Schack 525,321 S25,321 s0 City Sanford 525,321 5251321 s0 SJWM(Saint Johns Water Management) 525,321 S25,321 90 County Scrods S25,321 525,321 S0 Sales oeAiptia; <' z.. Date v eod Page. Amount Q,alaied vac/imp. ARTICLES OF AGREEMENT 11/1/1973 100971 10668 S7.9501 Yes I improved Find Comoarable Salesawlhin this Subdivision Land Method A 3 Frontage Depth Units Units price Land Value FRONT FOOT a DEPTH I 531 74 I 01 5175.00 I 561400 Building Information syri YearlBu3t ; 1Achral/Effxii'rr " iFbcLires Base Area Total SF Living SF Ext Wa8 Adj Value Repl.Vahre Appendages . 1 SINGLE FAMILY 1920/1926 3 697 L489 L237 SIDING GRADE 3 S2SA09 Isi0 Area UPPER STORY FINISHED 540 SCREEN PORCH UNFINISHED 252 City of Sanford Residential (New Construction) Permit Application Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: APPLICATION AND SUBMITTAL REQUIREMENTS bb Building Permit Application completed, signed and notarized. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value 015 Application must include correct address and complete parcel I.D. number. Db Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). ra A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). r,4X, Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). rA- Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). 1 Seminole County Impact Fee Statement (multi -family only). I Two (2) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. Two (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Sanford Product Approval Specification Form. can be found on our website www.sanfordfl.gov under "Building Permits", then "Forms") When listing products, please provide only the exact products that will be installed. Generic packages will not be accepted. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed energy calculations. Energy calculations and EPL card must be filled out and signed by all required parties and indicate City of Sanford as the Jurisdiction. Two (2) copies of equipment sizing calculations. 2 Two (2) copies Plumbing drain, waste and vent riser diagram Contact Person information entered in Naviline? Application forms stamped received and initialed Revised: October 2015 Page I of 6 Residential Permit Application Checklist 610 E 5th Street Parcel: 25 -19 -30 -SAG -060C-0040 Property Address: 6130 E STH ST Owner. DANIELS iOSFE L Mailing: 610 E 5TH ST SANFORD, FL 3277!-2007 Subdivision dame: SANFORD TOWN OF Tax District: S!-SANFORD Exemptions: 00 -HOMESTEAD (1399=) DOR Use Code: 01 -SINGLE FAMILY Legal Description st LOT 4 MX 6 TR C TONIT. OF S4NFORD Ps 1 DC SS Taxes Ti , , / Assz7nt Value, Exempt Values z. Taxabla,V:lue County General Fund SZS,321 S25.32i SO Schools 525,32. 525,3E s0 City Sanford 525,32 S2S,321 50 SsW41(5aint 3ohns Water Management) 525.321 525,321 s0 County 2onds 525,321 S2S,323 SO Sales Description 14Date. V. •Book' Rage' Arnpunt Qua6hed' Vac/Emp,• , ART:CLESOFAGREEI•IEUT I 1/1/11973 1,00971 10868 S7,950I Yes I Emproved Find Comparable Saks within this SubdivWbn Land ti. Frcnfags Re pth •Un'ds Unds Price !.'' .,A,1•and Value FRONT FOOT & DEPTH I 53 I -74 I 01 S175.00 I 56400 Building Information e' Die n,p, t, ioAYcetauaBl!uEHftl'?Cbge Ar"! Total g ExWall Ad1 Value Re d es: j T4SF APenn 1 SENGLE 920/1926 3 697 Ld89 L237 SIDING S25.e0a 561510 Uesc ; FAPIELY GRADE 3 a UPPER STORY 540 FN -SHED SCREEN PORCH 252 UNFINISHED City of Sanford Building and Fire Prevention Division D 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-1658 610 East 5th Street Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 11061 square feet SQUARE FOOTAGE OF GARAGE ONLY: I 0 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1106 1 square feet Dollar Valuation of Work: 124,593.22 State Fee: 39.33 Permit Fee 912.16 Application Fee: 25.00 Plan Review Fee: F 373.78 Total Building Permit Fees: 1 1,350.27 Plumbing Fixture Calculation 16-1658 610 East 5th Street Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 13 Permit #: 16- 1658 Address: 610 East 5th Street Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1106 Plumbing Fixtures: 13 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 6 REQUIRED INSPECTION SEQUENCE BP# 16-1658 Address: 610 E 5'" Street BUILDING PERMIT Min Max Inspection Description 10 10 Footer / Setback 20 Electric Rough Stemwall 20 30 Foundation / Form Board Survey 30 Electric Final Slab / Mono Slab Pre our 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Roof 60 Roof Dry In 70 Frame 70 1000 Final Roof 80 Insulation Rough In 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence REVISED: lune 2014 ELECTRICAL PERMIT Min Max Inspection Description Min Max Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 20 T.U.G. 30 Pre -Power Final 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 0• Min Max Inspection Description PLANNING AND DEVELOPMENT SERVICES DEPARTMENT WWW.SANFORDFL.GOV November l2, 2015 MAILING ADDRESS CrrY OF SANFORD POST OFFICE Box 1788 Mr. Joe Sandley, Construction Project Manager SANFORD. FLORIDA 32772-1788 Seminole County 534 W. Lake Mary Boulevard Sanford, Florida 32773 PHYSICAL ADDRESS CrrY HALL 3OO NORTH PARKAVENUERK RE: Variance request for 610 E. 5'" Streetq SANFORD, FLORIDA 32771-1244 Parcel Number: 25-19-30-5AG-060C-0040 TELEPHONE Dear Mr. Sandley: 407.688.5140 FACSIMILE On November 11, 2015, the Administrative Official, pursuant a recommendation made 407.688.5141 by the Development Review Team, approved a Variance request to the minimum parcel area requirements and the front, side and rear yard setback to the lot of record standards at 610 E. 51 Street subject to the following conditions: CITY COMMISSION JEFFTRIPLETT 1. The proposed single family home shall be constructed using stem wall MAYOR construction due to the reduced setbacks; 2. The proposed single family home shall meet the infill lot grading requirements ARTWOODRUFF• enclosed); all appropriate spot elevations and grading shall be included on theDISTRICT1 site plan for review; DR. VELw H. Whims 3. All existing structures shall be demolished prior to construction; DISTRlcT2 4. A canopy tree shall be provided in the front yard per Schedule J. In addition, if RANDYJONES any existing trees are to be removed an arbor permit may be required; DISTRICT 5. A driveway minimum 9' width meeting the requirements of Schedule N shall be provided and a driveway permit must be obtained. PATTY MAHANY DLSTRICr4 Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City CrrY MANAGER Commission within thirty (30) calendar days of the Administrative Official's action. The NORTON N. BONAPARTE, JR. applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF SANFORD Sibson, AICP Development Services Director RLG/mm Enclosure: Infill Lot Grading Requirements T:0evelopment RevievAl l-DRT Agenda-CoverMemos%egal Ads & Lettm\20151610 E Sib St - Variance for New House.docx 74 9644 &y ptiv,%8I VVM.SANFORDFL.GOV MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HAL. 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 TELEPHONE 407.688.5140 FACSIMILE 407.688.5141 CITY COMMISSION JEFF TRIPLETT MAYOR ART WOODRUFF DISTRICT 1 DR. VELMA H. Wums DISTRICT 2 RANDYJONES DISTRICT 3 PATTY MAHANY DIsTRICT 4 CITY MANAGER NORTON N. BONAPARTE, JR. PLANNING AND DEVELOPMENT SERVICES DEPARTMENT June 16, 2016 Mr. Keith Owens BSE Construction Group 13245 Daniels Landing Circle Winter Garden, Florida 34787 RE: Variance request for 610 E. 51h Street Parcel Number: 25-19-30-5AG-060C-0040 Dear Mr. Owens: On June 14, 2016, the Administrative Official, pursuant a recommendation made by the Development Review Team, approved the Variance request to modify an existing variance which granted parcel of record standards and reduced lot area to reduce the front yard setback from 25' to 18.6' in a SR -1, Single -Family Residential zoning district at 610 E. 5th Street subject to the following condition: 1. The portion of the structure designated as garage/carport must be setback a minimum of 25' from the property line. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF SANFORD Eileen Hinson, AICP Development Services Manager EH/mm T Development Review%l 1-DRT Agenda-CoverMemos%egal Ads do LettasN20161610 E 51h St - Variance.doc 74 9 1 F I RECORD COPY ur.msa i.rae iPormamaw/ P.QGor.moa rrree esaas v ii ' a , Qg /urmtmnV . s eiriw ssao• PEC- SURVEEYPER: PEC • SURVEY/NG AND MAPP/NG, LLC i af4K wr a i••roo 2fXAlafsy8 rang Sdde2W Oviedo. Fkada 32785 4075I2dAS7 u NAP BOUNQ4RYAND 7OP00WH/C SURVEY EXISTING ELEVATION DA7ED • 05-77.16 20.0 . PROPOSED ELEVATION 19.5 - — - -PROPOSED CONTOUR a.' I VACANr LOr Xao2.5 sq . -t QO?7 AQPE$ o1 iaenasmvmm'01. k ww—w 1T Gt_r. te' or ar u Pet u.m a.os 4r oe 4 ti 1 Q_..—..1—.. a00 a90TJOLX7 r 53OD• iOn.O-i. Ap d~wd r aa 11r f•• O—. tiro e..awy - saww T. a.r I V4 jw ff J •v.Pr EXISTING TOPOGRAPHIC SURVEY PEC- SURVEEYPER: PEC • SURVEY/NG AND MAPP/NG, LLC SCALE: I•=20-0' 2fXAlafsy8 rang Sdde2W Oviedo. Fkada 32785 4075I2dAS7 u NAP BOUNQ4RYAND 7OP00WH/C SURVEY EXISTING ELEVATION DA7ED • 05-77.16 OL SWALE 1 20.34 SOD SOD 1 194 I SWALE SECTION SCALE:1/4• a V4r BL WALE SECTION SCARE: 314' = 1'-W r.r.ms a free A4Y m a ••10! •F(1 19.5-- 19.4-19_.4111 u 19.4 .Z0.00 a 2034 11 1 9 1 1 I / FF 21.0 Ij n%' I aLK O TAIOe PY.•m a n,v aw 19.3 UE)UST = 1vr® 19.5Ie.:' CONCRETE 19.1 19.5000 PSI @ 28 DAYS LLOWABLE SOIL BEARING RESSURE SHALL BE 2000 PSI ONTROL JOINTS MIN 10' OC OTH WAYS F PAVEMENT PROPOSED PAVING AND GRADING PLAN SCALE: P = 2Pd 0 APPROVED ENGINEERING PLANS DATE BY 4 L li PROJECT IDENTIFICATION TNS PIAN S FOR CONSTRUCTION ON PROPERTY AT 610 E. 5th STREET SANFORD,FL NO REVOTSIBUTY IS ACCEPTED SY RTCNARDSON ENGINIMRI GFOR ANY OTHER LOCATION. LOCATION OF PROJECT IS RI:OUIIEO FEA OEPARMENT OF SUSINESS AND PROFESSIONAL REGULATION RULE GIG I.10.0W REQUIRING PROJECT IOENIIFFICJITION 00 NOT MASTER FILE TNI', ORAYVPG o ENGINEERING SENEO BY RICKARO B. Pp1AROSON• P E. 131 ZELMA STREET ORIANOO FLORIDA 3211M 407) 425.4002 UCP 00012580 IDI ES 28751 PROJECT. GRADING PIAN CLIENT: BSE CONSTRUCTION JOB*: 100/50 DATE 0830.2010 SHEET 1 OF t OPAWN BY. BER Z0.2 P11W LEGEND u EXISTING ELEVATION 1 k 20.0 . PROPOSED ELEVATION 19.5 - — - -PROPOSED CONTOUR a.' I 19.3 UE)UST = 1vr® 19.5Ie.:' CONCRETE 19.1 19.5000 PSI @ 28 DAYS LLOWABLE SOIL BEARING RESSURE SHALL BE 2000 PSI ONTROL JOINTS MIN 10' OC OTH WAYS F PAVEMENT PROPOSED PAVING AND GRADING PLAN SCALE: P = 2Pd 0 APPROVED ENGINEERING PLANS DATE BY 4 L li PROJECT IDENTIFICATION TNS PIAN S FOR CONSTRUCTION ON PROPERTY AT 610 E. 5th STREET SANFORD,FL NO REVOTSIBUTY IS ACCEPTED SY RTCNARDSON ENGINIMRI GFOR ANY OTHER LOCATION. LOCATION OF PROJECT IS RI:OUIIEO FEA OEPARMENT OF SUSINESS AND PROFESSIONAL REGULATION RULE GIG I.10.0W REQUIRING PROJECT IOENIIFFICJITION 00 NOT MASTER FILE TNI', ORAYVPG o ENGINEERING SENEO BY RICKARO B. Pp1AROSON• P E. 131 ZELMA STREET ORIANOO FLORIDA 3211M 407) 425.4002 UCP 00012580 IDI ES 28751 PROJECT. GRADING PIAN CLIENT: BSE CONSTRUCTION JOB*: 100/50 DATE 0830.2010 SHEET 1 OF t OPAWN BY. BER w OA 1E LOT 9 NERVE ADDI770V TO SANFORD PLAT BOOK 1, PAGE 124) 5 S10EWALK' W _53.00' 4 5TH STREET 66' RIGHT-OF-WAY WD W) W LOT 8 Q NEA VE AD017701V TO SANFORD P.O.B. ( PLAT BOOK 1, PACE 124) N8927JJ'W S UNE NEA V£ AD I77ON 7O SANFORD 00 (M) 107. J2 (M) LEGEND S8977'3ST 53.00' POC. .......... POINT OF COMMENCEMENT POB ........... POINT OF BEGINNING FRAME HOUSE p RESIDENCE /612 M)..............MEASURED ID................/DEN/F7CA77ON CHECKED BY A COND/HONER 3, 802.5 SO Ft Ig............ WA7ER ME7ER ab hl 0.087 ACRES hl BSL........... BU/LD/NG SE78ACK UNE 4.7' 537' 15' BSL 1702' 30.7' y mO O N y m Lj A/CPROPOSEDONE OhSTORYRESIDENCE C1 PROPOSED FTN/SH FZOOR EZEVA770JV WILL BE 16' ABOVE CROWN E/(C 3 OF 57H STREET tj 181 ' 17.13' T25' BSL 0 18' 12.6' a 4.4' 2' PROP OSEd 18' r ° WOE' DRIVEWAY pp E0. 8 NC C O.I• r 5 S10EWALK' W _53.00' 4 5TH STREET 66' RIGHT-OF-WAY WD W) W LOT 8 Q NEA VE AD017701V TO SANFORD P.O.B. ( PLAT BOOK 1, PACE 124) N8927JJ'W S UNE NEA V£ AD I77ON 7O SANFORD 00 (M) 107. J2 (M) 8.7' PAVER 970EWALK 5.1 00(M) — — I I — — N. RIGH T- OF- WAYUNE$P 1:04513 U. o ti •_ LNG LI-vT IDN,'( e1iZ Ib o Cov lsk"cc - StOL? kA(W1 4'4 Se46&S S o")n Ahd Jar i ah ce Ve J ob1 Nov. ( 2015 _ J Akd. Tun. IA LEGAL DESCR/P770N.- A PARCEL OF LAND LYING /N SEC77ON 30, TOWNSH/P 19 SOU1N, RANGE 31 EAST BE/NG DESCRIBED AS FOL LOWS• COMMENCE A T THE INTERSEC770N OF 7HE SOUTH L/NE OF NEA VE ADDI 77ON TO SANFORD ACCORD/NG TO THE PLAT 7HEREOF AS RECORDED /N PLAT BOOK 1, PAGE 124, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND WEST RIGHT -OF- WAY OF CHAPMAN AVENUE AS A POINT OF REFERENCE,• THENCE RUN NORTH 8927:33" WEST ALONG THE SOUTH LINE OF SAID PLAT OF NEA VE ADD177ON TO SANFORD, 160.32 FEET TO THE POINT OF BEGINNING, • THENCE DEPAR77NG SAID SOUTH LINE, RUN SOUTH 007223" EAST, 71.50 FEET TO THE NORTH RIGHT-OF-WAY LINE OF 57H STREET,• THENCE RUN NORTH 90170'00' WEST ALONG SAID NORTH RIGHT-OF-WAY LINE, 53.00 FEE T; THENCE DEPARTING SAID NORTH RIGHT -OF -WA Y LINE RUN NORTH 0072'11 " WEST, 7100 FEET TO THE AFORESAID SOUTH LINE OF NEA VE ADD177ON TO SANFORD; THENCE RUN SOUTH 892733' EAST, ALONG SAID SOUTH LINE 53.00 FEET TO THE POINT OF BEG/NN/NG. THE ABOVE DESCRIBED PARCEL OF LAND LIES /N SEMINOLE COUNTY, FLORIDA AND CONTAINS 0.087f ACRES. FOUND I' IRON PIPE NO ID 0 — — P.O. C. INIERSECAON OF 7H£ SOUTH LINE OF NEAV£ ADD1770N TO SANFORD AND W£ST RIGHT -OF WAY IOFCHAPMANAVENUE I FOUND 518' REBAR NO ID I I Jw" Q Q Q SCALE.- I 1 " = 20' Q o FOUND X' CUT IN SIDEWALK LEGAL DESCR/P770N.• (AS FURNISHED) LOT 4, BLOCK 6, 77ER C, E.R. 7RAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO 7HE PLAT THEREOF AS RECORDED /N PLAT BOOK 1, PAGES 56 THROUGH 64, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FL 0/ROA. BY REWWONS PE suRy m Amo mpplw, LLC CERTIFICATE OF AUTHORIZATION NUMBER L8 7808 2100 A/otoyv Trail, Suite 203 • Oviedo, R/or/do 32765 • 407-542-4967 WWW PECONUNE. COM SURVEYOR'S NOTES - 1) THIS SITE PLAN /S NOT VALID UNLESS /T BEARS THE SIGNATURE AND ORIGINAL RA/SED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER /DEN77F/ED BELOW. 2) WE HAVE EXAMINED THE FURNISHED COMMITMENT TO INSURE 777LE, FILE NO. 2020-2106260, PREPARED BY FIRST AMERICAN 777LE INSURANCE COMPANY, EFFEC7711E DATE. AUGUST 15, 2014. INS7RUMENTS 8 & 9 INCLUDED IN SCHEDULE B, SEC77ON 2, OF THE COMMI rMENT HAVE BEEN EXAMINED AND ARE REFLECTED HEREON TO THE EXTENT THEY AFFECT 7HE LANDS SURVEYED. ITEM 9 AFFECTS THE SUBJECT PROPERTY BUT /S BLANKET /N NATURE AND CAN'T BE GRAPHICALLY DEPICTED. 3) BEAR/NGS SHOWN HEREON ARE ASSUMED RELA77VE TO THE NORTH RICHT-OF-WAY LINE OF 57H STREET, BE/NG NORTH OOt70'00" WEST. 4) THE "LEGAL DESCRIPTION' HEREON HAS BEEN PREPARED BY THE SURVEYOR AT THE CLIENT'S REQUEST. 5) UNLESS OTHERWISE NOTED OR SHOWN HEREON, APPARENT AND/OR UNOBSTRUCTED, ABOVE GROUND IMPROVEMENTS WERE LOCA TED. UNDERGROUND IMPROVEMENTS SUCH AS FOUNDA 77ONS AND U77L/RTES, WERE NOT LOCATED. 6)THIS SURVEY /S CER77F/ED TO.- BLACK STREET ENIERPR/SES, LLC db o. 7) THE DEL/NEA 77ON OF LANDS SHOWN HEREON /S AS PER THE CLIENT'S /NS7RUCRONS. 8) 7NE CLASSIRCA 77ON USE OF THE LAND, PURSUANT TO THE STANDARDS OF PRAC77CE SET FORTH /N RULE CHAPTER 5 --17 FLOR/OA ADM/N/S7RA RVE CODE, FLORIDA STATUTE'S 472.027, IS SUBURBAN. THE MIN/MUM RELA77VE DISTANCE ACCURACY OF 1N/S MAP OF BOUNDARY SURVEY ACHIEVES OR EXCEEDS ONE FOOT /N 7,500 FEET. 9) THE VER77CAL CONTROL ESTABLISHED FOR THIS SURVEY IS BASED ON A CLOSED LEVEL LOOP, HAVING A CLOSURE ACCURACY WHICH MEETS OR EXCEEDS THAT REWIRED BY THE STANDARDS OF PRAC77CE SET FORTH /N RULE CHAPTER 5J-17, FLORIDA AOM/N/S7RA 77VE CODE, FLORIDA STA TU7ES 472.027. 10)UNLESS OTHERWISE N07ED OR SHOWN HEREON, 7NERE ARE NO APPARENT AND/OR UNOBS7RUCIE'D, ABOVE GROUND ENCROA CHMEN 7S. THE DISPOS177ON OF ANY P07EN77AL ENCROACH/NG IMPROVEMENTS SHOWN /S BEYOND PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPR£TA 770N. 11)LOT 4, BLK 6 TR C, TOWN OF SANFORD PS 1, PG 56, DOES NOT EX/ST ON THE RECORDED VERS/ON OF 7N£ PLAT AS PROVIDED BY SEMINOLE COUNTY. 12)THE BU/LD/NG DIMENSIONS SHOWN HEREON ARE NOT TO BE USED FOR C0NS77?UC770N. TI/E APPROPR/A 7E" CONS7RUC77ONS PLANS NEED TO BE USED. A. /W# FLORIDA REG/S7RA710N NO. 4044 PEC -. SURVE-YING AND MAPPING, LLC CER 77P(,A7E" OF AU7HOR/ZA77ON L. B. ,¢7808 DA 7E OF, S/GNA 7Z/RE.' 05-20-2016 SITE PLAN TH/S /S NOT A SURVEY LOCATED /N SEC77ON 30, TOWNSH/P 19 SOUTH, RANGE 31 EAST PTY AF SWCRD, SEV/NAGE COUNTY, naWDA JOB NO.- LEGEND 2 STORY WtX0 ` POC. .......... POINT OF COMMENCEMENT POB ........... POINT OF BEGINNING FRAME HOUSE p RESIDENCE /612 M)..............MEASURED ID................/DEN/F7CA77ON CHECKED BY A COND/HONER Ig............ WA7ER ME7ER 0HUL......... OVERHEAD U77L/7Y LINES ENC .......... ENCROA CHEMEN T 1 BSL........... BU/LD/NG SE78ACK UNE 8.7' PAVER 970EWALK 5.1 00(M) — — I I — — N. RIGH T- OF- WAYUNE$P 1:04513 U. o ti •_ LNG LI-vT IDN,'( e1iZ Ib o Cov lsk"cc - StOL? kA(W1 4'4 Se46&S S o")n Ahd Jar i ah ce Ve J ob1 Nov. ( 2015 _ J Akd. Tun. IA LEGAL DESCR/P770N.- A PARCEL OF LAND LYING /N SEC77ON 30, TOWNSH/P 19 SOU1N, RANGE 31 EAST BE/NG DESCRIBED AS FOL LOWS• COMMENCE A T THE INTERSEC770N OF 7HE SOUTH L/NE OF NEA VE ADDI 77ON TO SANFORD ACCORD/NG TO THE PLAT 7HEREOF AS RECORDED /N PLAT BOOK 1, PAGE 124, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND WEST RIGHT -OF- WAY OF CHAPMAN AVENUE AS A POINT OF REFERENCE,• THENCE RUN NORTH 8927:33" WEST ALONG THE SOUTH LINE OF SAID PLAT OF NEA VE ADD177ON TO SANFORD, 160.32 FEET TO THE POINT OF BEGINNING, • THENCE DEPAR77NG SAID SOUTH LINE, RUN SOUTH 007223" EAST, 71.50 FEET TO THE NORTH RIGHT-OF-WAY LINE OF 57H STREET,• THENCE RUN NORTH 90170'00' WEST ALONG SAID NORTH RIGHT-OF-WAY LINE, 53.00 FEE T; THENCE DEPARTING SAID NORTH RIGHT -OF -WA Y LINE RUN NORTH 0072'11 " WEST, 7100 FEET TO THE AFORESAID SOUTH LINE OF NEA VE ADD177ON TO SANFORD; THENCE RUN SOUTH 892733' EAST, ALONG SAID SOUTH LINE 53.00 FEET TO THE POINT OF BEG/NN/NG. THE ABOVE DESCRIBED PARCEL OF LAND LIES /N SEMINOLE COUNTY, FLORIDA AND CONTAINS 0.087f ACRES. FOUND I' IRON PIPE NO ID 0 — — P.O. C. INIERSECAON OF 7H£ SOUTH LINE OF NEAV£ ADD1770N TO SANFORD AND W£ST RIGHT -OF WAY IOFCHAPMANAVENUE I FOUND 518' REBAR NO ID I I Jw" Q Q Q SCALE.- I 1 " = 20' Q o FOUND X' CUT IN SIDEWALK LEGAL DESCR/P770N.• (AS FURNISHED) LOT 4, BLOCK 6, 77ER C, E.R. 7RAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO 7HE PLAT THEREOF AS RECORDED /N PLAT BOOK 1, PAGES 56 THROUGH 64, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FL 0/ROA. BY REWWONS PE suRy m Amo mpplw, LLC CERTIFICATE OF AUTHORIZATION NUMBER L8 7808 2100 A/otoyv Trail, Suite 203 • Oviedo, R/or/do 32765 • 407-542-4967 WWW PECONUNE. COM SURVEYOR'S NOTES - 1) THIS SITE PLAN /S NOT VALID UNLESS /T BEARS THE SIGNATURE AND ORIGINAL RA/SED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER /DEN77F/ED BELOW. 2) WE HAVE EXAMINED THE FURNISHED COMMITMENT TO INSURE 777LE, FILE NO. 2020-2106260, PREPARED BY FIRST AMERICAN 777LE INSURANCE COMPANY, EFFEC7711E DATE. AUGUST 15, 2014. INS7RUMENTS 8 & 9 INCLUDED IN SCHEDULE B, SEC77ON 2, OF THE COMMI rMENT HAVE BEEN EXAMINED AND ARE REFLECTED HEREON TO THE EXTENT THEY AFFECT 7HE LANDS SURVEYED. ITEM 9 AFFECTS THE SUBJECT PROPERTY BUT /S BLANKET /N NATURE AND CAN'T BE GRAPHICALLY DEPICTED. 3) BEAR/NGS SHOWN HEREON ARE ASSUMED RELA77VE TO THE NORTH RICHT-OF-WAY LINE OF 57H STREET, BE/NG NORTH OOt70'00" WEST. 4) THE "LEGAL DESCRIPTION' HEREON HAS BEEN PREPARED BY THE SURVEYOR AT THE CLIENT'S REQUEST. 5) UNLESS OTHERWISE NOTED OR SHOWN HEREON, APPARENT AND/OR UNOBSTRUCTED, ABOVE GROUND IMPROVEMENTS WERE LOCA TED. UNDERGROUND IMPROVEMENTS SUCH AS FOUNDA 77ONS AND U77L/RTES, WERE NOT LOCATED. 6)THIS SURVEY /S CER77F/ED TO.- BLACK STREET ENIERPR/SES, LLC db o. 7) THE DEL/NEA 77ON OF LANDS SHOWN HEREON /S AS PER THE CLIENT'S /NS7RUCRONS. 8) 7NE CLASSIRCA 77ON USE OF THE LAND, PURSUANT TO THE STANDARDS OF PRAC77CE SET FORTH /N RULE CHAPTER 5 --17 FLOR/OA ADM/N/S7RA RVE CODE, FLORIDA STATUTE'S 472.027, IS SUBURBAN. THE MIN/MUM RELA77VE DISTANCE ACCURACY OF 1N/S MAP OF BOUNDARY SURVEY ACHIEVES OR EXCEEDS ONE FOOT /N 7,500 FEET. 9) THE VER77CAL CONTROL ESTABLISHED FOR THIS SURVEY IS BASED ON A CLOSED LEVEL LOOP, HAVING A CLOSURE ACCURACY WHICH MEETS OR EXCEEDS THAT REWIRED BY THE STANDARDS OF PRAC77CE SET FORTH /N RULE CHAPTER 5J-17, FLORIDA AOM/N/S7RA 77VE CODE, FLORIDA STA TU7ES 472.027. 10)UNLESS OTHERWISE N07ED OR SHOWN HEREON, 7NERE ARE NO APPARENT AND/OR UNOBS7RUCIE'D, ABOVE GROUND ENCROA CHMEN 7S. THE DISPOS177ON OF ANY P07EN77AL ENCROACH/NG IMPROVEMENTS SHOWN /S BEYOND PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPR£TA 770N. 11)LOT 4, BLK 6 TR C, TOWN OF SANFORD PS 1, PG 56, DOES NOT EX/ST ON THE RECORDED VERS/ON OF 7N£ PLAT AS PROVIDED BY SEMINOLE COUNTY. 12)THE BU/LD/NG DIMENSIONS SHOWN HEREON ARE NOT TO BE USED FOR C0NS77?UC770N. TI/E APPROPR/A 7E" CONS7RUC77ONS PLANS NEED TO BE USED. A. /W# FLORIDA REG/S7RA710N NO. 4044 PEC -. SURVE-YING AND MAPPING, LLC CER 77P(,A7E" OF AU7HOR/ZA77ON L. B. ,¢7808 DA 7E OF, S/GNA 7Z/RE.' 05-20-2016 SITE PLAN TH/S /S NOT A SURVEY LOCATED /N SEC77ON 30, TOWNSH/P 19 SOUTH, RANGE 31 EAST PTY AF SWCRD, SEV/NAGE COUNTY, naWDA JOB NO.- 16-053 DA Mr: 05-17-16 DRAWN BY T.W.B. CHECKED BY D.A. W. SYE Er 1 OF 1 z r0roil V. i J I, r ll. 11:1 _,, • RECORD COPY RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: SEMINOLE COUNTY RECONSTRUCTION PROJECT Builder Name: '?j Street: 610 E STH STREET Permit Office: 45A&.W0r&> City, State, Zip: SANFORD . FL, Permit Number. Owner. BSE CONSTRUCTION Jurisdiction: GG>tfDcsignLocation: FL, Sanford County.: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1115.5 sgfL) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 '1115.50011 3. Number of units, if multiple family 1 b. N/A c. N/A R= Ila R= rya 4. Number of Bedrooms 2 d. NIA R= it, 5. Is this a worst case? No 10. Ceiling Types (1048.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1048.00 ft' 6. Conditioned floor area above grade (W) 1048 b. NIA R= fl' Conditioned Odor area below grade (ft') 0 c. NIA R_ af1t' 11 Ducts R 7. Windows(91.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 125 a. U -Factor Sgl, U=0.65 91.00 ft' SHGC: SHGC=0.25 b. U -Factor: N/A fta 12. Coding systems kBtu/hr Efficiency SHGC: a. Central Unit 18.0 SEERA5.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kStu/hr Efficiency d. U -Factor. NIA ftp a. Electric Strip Heat 17.0 COPA -00 SHGC: Area Weighted Average Overhang Depth: 1.000 fl. Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (1048.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -Ort -Grade Edge Insulation R=0.0 1048.00 ft' b. Conservation features EF: 0.980 b. N/A R= fe None c. N/A R= fl' 15. Credits CF Total Proposed Modified Loads: 32.75 Glass/Floor Area: 0.087 PASSTotalBaselineLoads: 34.95 1 hereby certify that the plans and specifications covered by Review of the plans and i-1NE S7.4 this calculation are in compliance with the Florida Energy specifications covered by this 0 a 0 . Code. calculation indicates compliance PREPA with the Florida Energy Code. Before is u f0 DATE: construction completed this building will be inspected for compliance with Section 553.908~`*Lke 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ de. 00 WE OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/6/2016 8:57 AM EnergyGaugrkl USA - FlaRes2014 Section R405.4.1 Compliant Sr111warP. JUN 13 ZU egge 1 of 44 BY' -%-?- - FORM R40&2014 5/6/2016 8.57 AM EnergyGaugoO USA - FlaRes2014 Section R405.4.1 Compliant S 4 JUN 13 2016 Page 2 of 4 BY:-%j-- PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office. Jurisdiction: Family Type: New/E)dsOng: Comment SEMINOLE COUNTY RECON User BSE CONSTRUCTION 1 Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1048 Total Stories: 1 Worst Case: No Rotate Angle: 0 Crass Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlalBook: Street: County. City, State. Zip: Street Address 610 E STH STREET Seminole SANFORD , FL. CLIMATE V Design Location TMY Site IECC Design Temp Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1048 8384 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Coded Heated 1 Main 1048 8384 Yes 0 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 128 ft 0 1048 ft' 1 0 0 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1135 ft' 0 1`1' Medium 0.6 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1048 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1048 ft' 0.11 Wood 5/6/2016 8.57 AM EnergyGaugoO USA - FlaRes2014 Section R405.4.1 Compliant S 4 JUN 13 2016 Page 2 of 4 BY:-%j-- FORM R405-2014 516/2016 8:57 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software JUN 13 20::) Page 3 of 4 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belau 1 N Exterior Concrete Block - Ext Insul Main 4.1 31 8 1 2 E Exterior Concrete Block - Ext Intl Main 4.1 38 8 1 3 S Exterior Concrete Block - Ext Insul Main 4.1 31 8 1 4 W Exterior Concrete Block - Ext Insul Main 4.1 38 8 1 250.6 ft' 307.2 ft' 250.6 fl' 307.2 ft' 0.23 0.6 0.23 0.6 0.23 0.6 0.23 0.6 0 0 0 0 WINDOWS Orientation shown is the entered, P ed orientation. Wan Omt ID Frame Panes NFRC U -Factor SHGC Area Overhang Depth Separation Int Shade Screening 1 N 1 Metal Low -E Single 2 N 1 Metal Low -E Single 3 E 2 Metal Low -E Single 4 S 3 Metal Low -E Single 5 S 3 Metal Low -E Single 6 S 3 Metal Low -E Single Yes 0.65 0.25 15.0 ft' Yes 0.65 0.25 9.0 ft' Yes 0.65 0.25 16.0 ft' Yes 0.65 0.25 16.0 ft' Yes 0.65 0.25 15.0 ft' Yes 0.65 0.25 20.0 ft' 1 ft 0 in 1 ft 4 in 1 ft 0 in 1 ft 4 in 1 ft 0 in 1 ft 4 in 1 ft 0 in 1 ft 4 in 1 fl 0 in 1 ft 4 In 1 ft 0 in 1 ft 4 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000254 698.7 38.36 72.13 1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 17 kStufhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 18 kBtu/hr 540 cfm 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.98 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' 516/2016 8:57 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software JUN 13 20::) Page 3 of 4 FORM R405-2014 r JUN 13 2041.6 ' 516/2016 8:57 AM EnergyGauge® USA - FlaRes7.014 Section R405.4.1 Compliant Software Page 4 of 4 DUCTS Supply — Return — Air CFM 25 CFM25 MVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 125 ft' Attic 13 R' Default Leakage Main Defauh) c(Default) c 1 1 TEMPERATURES ProgramablejjThermostat: None C(eilling Fans: Jan Heating (X) Jan Feb]] X) Feb W Mar jX] Jun X Jul jjjX Aug X] 1 J Sep Oct Oct Nov NOV H Dec Dec Vent [[ jj Jan Feb XXJJ Mar XJ rr ` M Jun J Jul Aug l 1 Sep Oct C Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 r JUN 13 2041.6 ' 516/2016 8:57 AM EnergyGauge® USA - FlaRes7.014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SEMINOLE COUNTY RECONSTRUCTION PROJECT Builder Name. Street: 610 E 5TH STREET Permit Office: City, State, Zip: SANFORD , FL , Permit Number: Owner. BSE CONSTRUCTION Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be Installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity Spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have R 1'— q v\ .. gasketed doors 0 5/6/2016 8:58 AM EnergyGaugeV USA - FleRes2014 Section R405.4.1 Compliant Software Page 1 of 1 JUN 13 201^ BY .*-%- FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features Which Will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card Will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: P --114E S7, COD K'E Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation. contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 51612016 8:57 AM EnergyGaugeV USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 610 E 5TH STREET, SANFORD , FL, 1. New construction or existing Now (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul. E)derior R=4.1 1115.50 ft' b. N/A R= R' 3. Number of units, If multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= f 3 10. Ceiling Types Insulation Area 5. Is this a worst caro? No a. Under Attic (Vented) R=30.0 1048.00 ft' 6. Conditioned floor area (W) 1048 b. N/A R= h' 7. Windows" Description Afea c. N/A R= ff' a a. U -Factor: Sgl. U=0.65 91.00 ft, 11. a.. SSupup: Attic, Ret: Altic, AH: Main R ft 6 125 SHGC: SHGC=0.25 b. U -Factor. N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor. NIA ft' a. Central Unit 18.0 SEER:15.00 SHGC: d. U -Factor: N/A tt 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14. Hot water systems Cap. 0 gallons a. Slab -On -Grade Edge Insulation R=0.0 1048.00 ft' a. Electric EF: 98 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features Which Will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card Will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: P --114E S7, COD K'E Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation. contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 51612016 8:57 AM EnergyGaugeV USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Date: May O5, zo,swrightsoft Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FORT PIERCE, FL 34918 Phone: 7724866799 Fax 7724688796 Email: OIACKCALCSQAOL.COM For. SEMINOLE COUNTY RECONSTRUCTION PROJECT, BSE CONSTRUCTION 610 E 5TH STREET, SANFORD, FL Notes: Weather. Orlando Sanford AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 12501 Btuh Ducts 2935 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 15435 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 0 kW 0 Btuh 0 OF 600 cfm 0.039 cfm/Btuh 1.00 in H2O Summer Design Conditions Heating Cooling ft 044 8 1048 Volume (ftp 8465 8465 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 63 32 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 0 kW 0 Btuh 0 OF 600 cfm 0.039 cfm/Btuh 1.00 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 % Moisture difference 38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 8106 Btuh Ducts 4789 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Ratetswing multiplier 0.98 Equipment sensible load 12637 Btuh Latent Cooling Equipment Load Sizing Structure 2439 Btuh Ducts 826 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3265 Btuh Equipment total load 15902 Btuh Req. total capacity at 0.70 SHR 1.5 ton Cooling Equipment Summary Make Rheem Trade RHEEM; RUUD Cond RA1618AJ1 Coil RH1P1817STAN AH R I ref 7940564 Efficiency 12.5 EER, 15 SEER Sensible cooling 12600 Btuh Latent cooling 5400 Btuh Total cooling 18000 Btuh Actual air flow 600 cfm Air flow factor 0.047 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 0.80 Bdd7tallc values have been manwDy overridden Calculations approved by ACCA to meet all requirements of A- + wrightsoft• Right -Suite® Universal 2015 15.0 16 RSU08101 P ... oft HVAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc - MJ8 Front Door faces: S 2016 -May -08 09:00.11 Page' JUN 13 2015 r F wrightsoft' Right -l® Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724866799 Fax 7724666796 Email: OU ICKCALCSGAOL.COM 1 Room name Entire House MASTER BEDROOM 2 Exposed wail 138.0 ft 25.0 ft 3 Room height 8.1 ft d 8.1 ft hWVood 4 Roan dimensions 12.0 x 13.0 ft 5 mRooarea 1045.0 ft' 156.0 ft' Ty Constriction U -value Or HTM Area (112) Load Area (11112) Load number Btuhlft;'F) BttjWftm) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gores N/P/S Heat Cod 8 13A-4ocs 0.143 n 3.96 2.82 251 227 900 640 97 82 325 232 2 glazing, dr bw-e 0.650 n 18.00 16.92 9 0 162 152 0 0 0 0 2 glazing, cir b" 0.650 n 18.00 16.92 15 0 270 254 15 0 270 254 VLt 13A4ocs 0.143 a 3.98 2.82 308 271 1075 765 0 0 0 0 11 2 glazing, dr b" 0.650 a 18.00 35.71 16 0 288 571 0 0 0 0 11DO 0.390 a 1080 12.05 20 20 220 246 0 0 0 0 113A-400S 0.143 s 3.96 2.82 251 199 787 560 0 0 00 TE 2 glazing, cir lower 0.650 s 18 00 16.92 16 16 294 276 0 0 0 0 2 glazing, dr bw-e 0.650 s 1800 17.19 15 12 270 258 0 0 0 0 2 glazing, dr lo" 0.650 s 18.00 17.47 21 12 378 366 0 0 0 0 w 13A4ocs 0.143 w 3.96 2.82 306 308 1219 867 105 105 417 297 C 168-30ad 0.032 0.89 1.74 1045 1045 926 1819 156 156 138 272 F 22Adpl 0.989 27.40 0.00 i 1045 138 3781 0 156 25 685 0 61 c) AED excursion 0 5 Envelope loss/gain 10570 6774 1836 1048 12 a) Infiltration 1930 641 350 116 b) Roan ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 3 690 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 12501 8106 2186 1165 Less e)demal load 0 0 0 0 Lass transfer 0 0 0 0 Redistribution 0 0 6 13 14 Subtotal 12501 8106 2192 1177 15 Dud beds 1 23% 59% 2935 4789 23% 59% 515 696 Total roan bad 15435 12895 7707 1873 Air required (cfm) 600 600 1 105 87 wanuaLS, W. Ed, 4 1 y c -Fl&- wrightsoft- y 4 '2016 -May -06 08:00:11 Right -Suite® Universal 2015 15.0.18 RSU1D8101 ' JUN 1 3 2016 { , Page 1 off HVAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc = 101.16 Front Door faces. S ; wrightsofr Right -M Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By. 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: OUICKCALCSQAOL.COM 1 Room name KWIC AM 2 wall 3.0 ft 0 ft 3 Room height 8.1 ft heal/cod 8.1 ft heaU000l 4 5 Room dimensions Room area 6.0 x 3.0 ft 18.0 ft, 3.0 x 3.0 ft 9.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number BttdVH-F) Btuh/ftj) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 IJ 13A•40cs 0143 n 3.96 282 0 0 0 0 0 0 0 0 C 2 glazing, cir low -e 0.650 n 18.00 16 92 0 0 0 0 0 0 0 0 2 glazing, cir bw•e 0.650 n 1800 16.92 0 0 0 0 0 0 0 0 13A•4ocs 0.143 a 3.96 2.82 0 0 0 0 0 0 0 0 11 2 glazing, Gr bwe 0.650 a 18.00 35.71 0 0 0 0 0 0 0 0 11D0 0.390 a 10.80 12.05 0 0 0 0 0 0 0 0 0.143 s 3.96 2.82 0 0 0 0 0 0 0 0 TE 13A-4005 2 glazing, dr bw-a 0.650 s 18.00 16.92 0 0 0 0 0 0 0 0 2 glazing, Gr lmv-e 0.650 s 18 00 17.19 0 0 0 0 0 0 0 0 2 glazing, cir b" 0.650 s 18 00 17.47 0 0 0 0 0 0 0 0 W 13A40cs 0.143 w 398 2.82 24 24 96 68 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 18 18 16 31 9 9 6 16 F 22A-tpl 0.989 27 40 0.00 18 3 82 0 9 0 0 0 6 c)AED esursion 1 0 Envelope loss/gain 194 99 8 16 12 a) Infiltration 42 14 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliarres/other 0 0 Subtatal (lines 6 to 13) 236 113 8 16 Less eMemal Iced 0 0 0 0 Less transfer 0 0 0 0 Redistribution 35 8 16 14 Subtotal 239 118 0 0 15 Dud loads 23% 59% 56 70 23% 59% 0 0 Total mom bad 295 188 0 0 Air required (dm) 11 91 1 0 0 P. wrightsoft- Right -Suite® LAnhm sal 2015 15.0.18 RSU08101 1 2016•May-06 09:00:1Page 2 oft WAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc - MJB Front Door faces, S JUN 13 201 wrightsoft' Right -M Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By. 317 ST. LUCIE LN., FORT PIERCE, FL 34948 Phone: 7724688799 Fax 7724666796 Email: OUCKCALCS@AOL.COM 1 Room name BATH CLST 2 2 Exposed wall 6.0 ft 2.0 ft 3 Room height 8.1 ft hest/cad 8.1 ft heet/cod 4 Room dimensions 90 x 6.0 N 7.0 x 2.0 ft5Roomarea54.0 H' 14.0 02 Ty Construction U-Vwue Or HTM Area Load Load number Stutt/ft;•F) BtuWft*) or perimeter (ft) Bt orperineta (ft) Btuh) Heat Cod Groes N/P/S Hest Cod Gross N/P/S Heat Cod 6 13A40cs 0.143 n 3.98 2.82 0 0 0 0 0 0 0 0 2 glazing, dr bw-e 0.650 n 16.00 16.92 0 0 0 0 0 0 0 0 2 glazing, dr low -e 0 650 n 18.00 16.92 0 0 0 0 0 0 0 0 1q 13A.4= 0.143 a 3.98 2.82 0 0 0 0 0 0 0 011E --G 2 glazing, dr lower 0.650 a 18.00 35.71 0 0 0 0 0 0 0 0 D 11 D0 0.390 a 10.80 12.05 0 0 0 0 0 0 0 0 13A-40cs 0.143 s 396 2.82 0 0 0 0 0 0 0 0 2 glazing, dr bw-e 0650 s 18.00 16.92 0 0 0 0 0 0 0 0 2 glazing, clr bw" 0.650 s 18.00 17.19 0 0 0 0 0 0 0 0 2 glazing, dr bvv-e 0.650 s 18.00 17.47 0 0 0 0 0 0 0 0 w 13A4ocs 0 143 w 3.96 2.82 49 49 193 137 16 16 64 46C16B•30ad 0.032 089 1.74 54 54 48 94 14 14 12 24F22A-tpl 0.989 27.40 0.00 54 6 164 0 14 2 55 0 6 c) AED excursion 1 0 Envelope loss/gain 405 230 131 70 12 8) Infiltration 84 28 28 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliertcea/other 0 0 Subtotal (lines 6 to 13) 489 258 159 79 Less ettemai load 0 0 0 0 Less transfer 0 0 0 0Redistribution926315979 14 Subtotal 580 321 0 0 15 Duct loads 23% 59% 136 189 23% 59% 0 0 Total room load 717 510 0 0 Air required (efm) 28 24 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t Ad- wrilghtsoft' r r., ...2016•May-06 09:00:11Right -Suite® thiversal 2015 15.0.18 RSU08101 rw J Page 3 ot H1/AC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc - MJB Front Dow faces: S t JUN 13 20', wrightsofr Right -l® Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By: 317 ST. LUCIE LN.. FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724668796 Email: OUICKCALCSQAOL.COM 1 Room name LINEN BEDROOM 2 2 Exposed wall 0 ft 33.0 It 3 Room height 8.1 It heat/cool 8.1 ft hWVooOI 4 Room dimensions 2.0 x 2.0 It 12.0 x 14.0 ft 5 Room area 4.0 ft' 168.0 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number Btt01/ft-F) BtulVft2) or penmeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat COCA 6 13A4ocs 0.143 n 396 2.82 0 0 0 0 0 0 0 0 C L--i 2 glazing, Or b" 0.650 n 18.00 1692 0 0 0 0 0 0 0 0 2 glazing, Gr low -e 0.650 n 18.00 16.92 0 0 0 0 0 0 0 0 VLZ 13A-40cs 0.143 a 396 2.82 0 0 0 0 57 57 225 160 11 2 glazing, Gr lav -e 0.650 a 18.00 35.71 0 0 0 0 0 0 0 0 11D0 0.390 a 10.80 12.05 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 3.96 2 82 0 0 0 0 97 82 326 232 2 glazing, Gr low -e 0.650 s 18.00 16.92 0 0 0 0 0 0 0 0 2 glazing, clrlow-e 0.650 s 18.00 17.19 0 0 0 0 15 12 Z70 258 2 glazing, Gr bwv-e 0.650 s 1800 17.47 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 w 3.96 2.82 0 0 0 0 113 113 449 319 C 16B-30ad 0.032 0.89 1.74 4 4 4 7 168 168 149 292 F 22A-tp1 0.989 27.40 0.00 4 0 0 0 188 33 904 0 6 c) AED excursion 0 3 Envelope loss/gain 4 7 2322 1258 12 e) Infiltration 0 0 462 153 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliartc mother 0 0 Subtotal (lines 6 to 13) 4 7 2784 1411 Less edernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 7 85 50 14 Subtotal 0 0 2869 1461 15 Duct loads 23% 58% 0 0 23% 59% 674 864 Total room load0 0 3543 2325 Air required (dm) 0 0 138 108 A wrightsaft- - ' 7—" 1 " " - ' ':--'2016-May-06 09:00:11 Right -Suite® Universal 2015 15.0.18 RS1108101 Page 4 oti HVAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc = MJB Front Door faces: S JUN 13 2016 BY: —_ wrightsofir Right -M Worksheet Job: Enure House Date: May 05, 2016 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FORT PIERCE, FL 34946 Phone: 7724666799 Fax 7724666796 Email: OLOCKCALCS®AOL.COM 1 Room name HALL M BATH 2 wall 0 ft 6.0 ft 3 Room height 8.1 It heat/Cool 8.1 ft heatfood 4 Room dimensions 3.0 x 11.0 ft 6.0 x 10.0 ft 5 mRooarea 33.0 Its 60.0 Its Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number Btuh/ft' •F) Btuwfts) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 613A 4ocs 0.143 n 3.96 2.82 0 0 0 0 49 49 193 137 C 2 glazing, dr b* a 0.650 n 18.00 1692 0 0 0 0 0 0 0 0 f 2 glazing, Gr lave 0.650 n 18.00 16.92 0 0 0 0 0 0 0 0 VN iM 4ocs 0.143 a 3.96 2.82 0 0 0 0 0 0 0 0 11 2 glazing, dr lave 0.650 a 18.00 3571 0 0 0 0 0 0 0 0 II_- Gp 11D0 0.390 a 10.80 12.05 0 0 0 0 0 0 0 0 13A40cs 0.143 s 3.96 2.82 0 0 0 0 0 0 0 0 2 glazing, Gr low -e 0.650 s 18.00 16.92 0 0 0 0 0 0 0 0 2 glazing, Or laves 0.650 s 18.00 17.19 0 0 0 0 0 0 0 0 2 glazing, dr Im" 0.650 s 18.00 17.47 0 0 0 0 0 0 0 0 w 13A40cs 0.143 w 3.96 2.82 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 33 33 29 57 60 60 53 104 F 22A-tpl 0.989 27.40 0.00 33 0 0 0 60 6 164 0 6 c) AFD excursion 0 1 Envelope losstgain 29 57 410 240 12 a) Infiltration 0 0 84 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 SubloW (lines 6 to 13) 29 57 494 268 Less Kemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 29 57 0 0 14 Subtotal 0 0 494 268 15 Dud bads 1 23% 59%1 0 0 23% 59% 116 158 Total roan bad 0 0 610 426 Air required (dm) 0 01 1 24 20 wright:scsft- Right-Suite4D Universe) 2015 15.0.18 RSU08101 oft WAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Ca1c = MJB Front Door faces: S 8thEdg 2016 -May -06 09.00:11 JUN 13 20"1!) Page wrightsoft' Right -.l® Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By: 317 ST. LLICIE LN., FORT PIERCE, FL 34946 Phone: 7724888799 Fax 7724666796 Email: OtACKCALCWOL.COM 1 Room name UTILITY 19TCHEN 2 Exposed well 0 ft 23.0 ft 3 Room height 8.1 ft heat/cod 8.1 ft heal/cool 4 Room dimensions 6.0 x 7.0 ft 13.0 x 10.0 ft 5 Room area 42.0 ft' 130.0 ft' Ty Constriction U -value Or HTM Area (ft) Load Area (ft) Load number Btt"WF) BtL"ft) or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cool Gmss N/P/S Heat Cod Gross N/P/S Heat Cool 6 Nr 13A4ccs 0 143 n 396 2.82 0 0 0 0 105 98 381 271 2 glazing, dr low -e 0.650 n 18.00 16.92 0 0 0 0 9 0 162 152 L---3G 2 glazing, cir lave 0.650 n 1800 16.92 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.96 2.82 0 0 0 0 81 61 240 171 11 2 glazing, dr b"0.650 a 18.00 35.71 0 0 0 0 0 0 0 0 11D0 0.390 a 10.80 1205 0 0 0 0 20 20 220 246 13A40as 0.143 s 3.96 2.82 0 0 0 0 0 0 0 0 2 glazing, dr bwe 0.650 s 18.00 16.92 0 0 0 0 0 0 0 0 2 glazing, cir bwe 0.650 s 18.00 17.19 0 0 0 0 0 0 0 0 2 glazirq, dr bwe 0.650 s 18.00 17.47 0 0 0 0 0 0 0 0 w 13A400s 0.143 w 3.96 2.82 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 089 1.74 42 42 37 73 130 130 115 225 F 22A-tpl 0.989 27.40 0.00 42 0 0 0 130 23 630 0 6 c) AFD excursion 0 6 Envelope losslgain 37 73 1749 1060 12 a) Infiltration 0 0 322 107 b) Room ventilation 0 Of 0 0 13 Internal gains: Occupants ® 230 0 0 1 230 Appiances/otlar 0 0 Subtotal (fines 6 to 13) 37 73 2071 1397 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 0 0 14 Subtotal 42 83 2071 1397 15 Dud bads 23% 59% 10 49 2396 59% 486 825 Total room load 52 132 1 2557 2222 Air required (cfm) 2 6 99 103 Pid- wrrighttsoft- Right -Suite® lhlversal 2015 15.0.18 RSUD8101 of WAC%SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc - MJB Front Door faces: 2016 -May -08 09:00:11 PageJUN13ZO' wrightsofIr Right -M Worksheet Job: Entire House Date: May 05, 2016 QUICK CALCS, INC. By. 317 ST. Lt1CIE LN., FORT PIERCE, FL 34948 Phone: 7724866799 Fax 7724666796 Email: OUCKCALCS®AOL.COM 1 A Roan name DINING RM FOYER/LIVING RM 2 Exposed wall 7.0 ft 33.0 ft 3 Room height 8.1 It hwVcod 8.1 ft hWVcod 4 Room dimensions 13.0 x 7.0 It 19.0 x 14.0 It 5 Room area 91.0 W 266.0 W Ty Constriction U -value Or HTM Ame (ft-) Load Area (111) Load number BtuhlftL-F) Bttdtrftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Grass N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A4ocs 0.143 n 3.96 2.82 0 0 0 0 0 0 0 0kt2glazing, dr low -e 0 650 n 1800 16.92 0 0 0 0 0 0 0 0 2 glazing, air b" 0.650 n 18.00 16.92 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.96 2.82 57 41 161 115 113 113 449 319 11 2 glazing, dr b" 0.650 a 18 00 35.71 16 0 288 571 0 0 0 0 11DO 0.390 a 10.80 12.05 0 0 0 0 0 0 0 0 Li13A-40cs 0.143 s 3.96 2.82 0 0 0 0 154 117 462 328 2 glazing, cir Im" 0.650 s 18.00 16.92 0 0 0 0 16 16 294 276 2 glazing, Or lmv-9 0.650 s 18.00 17.19 0 0 0 0 0 0 0 0 2 glazing, cir Ia." 0.650 s 18.00 17.47 0 0 0 0 21 12 378 366 w C 13A4ocs 1613-30ad 0.143 0.032 w 3.96 0.89 2.82 1.74 0 91 0 91 0 81 0 158 0 266 0 256 0 236 0 463 F 22A tpl 0.989 27.40 0.00 91 7 192 0 266 33 904 0 8 c) AED excursion 21 2 Erwelope loss/gain 722 885 2722 1752 12 a) Infiltration 98 33 462 153 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants ® 230 00 2 460 Applianoes/other 0 0 Subtotal pines 6 to 13) 820 898 3184 2365 Less el4emal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 17 14 Subtotal 820 898 3193 2382 15 Duct bads 23% 59% 192 530 23% 59% 750 1408 Total room load 1012 1428 1 3943 3790 Air required (dm) 39 68 1 153 176 Fid- wrightsoft' Right -Suite® thlversal 2015 15.0 18 RSU118101 ot WAC\SEMINOLE CO RECONSTRUCTION PROJECT.rup Calc = MJB Front Door laces: n j," JUN 13 2016 ' nef e -May -06 09:00:11 Page 7 wrightsoft• Duct System Summary Entire House QUICK CALCS, INC. 317 ST. LUCIE LN, FORT PIERCE. FL 34946 Phone- 7724699799 Fax 7724889799 Email: OUICKCALCWOLCOM Job: Date: May 05, 2016 By: For. SEMINOLE COUNTY RECONSTRUCTION PROJECT, BSE CONSTRUCTION 610 E 5TH STREET, SANFORD, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100Ft 600 cfm Cooling 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 600 cfm 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam In) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 717 28 24 1.000 4.0 Ox 0 VIFx 7.0 115.0 st2 BEDROOM 2 h 3543 138 108 1.000 6.0 Ox 0 VIFx 12.0 115.0 st2 DINING RM c 1428 39 66 1.000 4.0 Ox 0 VIFx 15.8 115.0 SO FOYER/LIVING RM c 3790 153 176 1.000 6.0 Ox 0 VIFx 16.3 115.0 SO KITCHEN c 2222 99 103 1.000 5.0 Oxo VIFx 21.6 115.0 SO M BATH h 610 24 20 1.000 4.0 Ox 0 VIFx 0 0 M.wlc h 295 11 9 1.000 4.0 Ox 0 VIFx 4.2 115.0 st2 MASTER BEDROOM h 2707 105 87 1.000 5.0 Ox 0 VIFx 10.6 115.0 st2 UTILITY c 132 2 6 1.000 4.0 Ox 0 VIFx 15.4 115.0 SO Supply Trunk Detail Table Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 282 228 1.000 809 8.0 0 x 0 VinIFIX st1 Peak AVF 294 352 1.000 798 9.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 600 600 0 0 0 0 Ox 0 VIFx as ftlic values have been manw0y overrlddsn 2018 -May -08 09:00:16 wrightsoft Right -Suite® Universal 2015 15.0.18 RSUJ08101 Pape 1 op HVAC\SEMINDLE CO RECONSTRUCTION PROJECTrup Calc - MJS Front Door faces: S [I,. ' JU l.' 13 20, ; L U ' v 38' S o t V n W N N W i n WW ti M C1 Cl C3 C3 rn,,..mr =•rs lp lurr<.:r-::rrr C5 N C- CA T8 C3 w 1 Cl EDO a o C W D C3 o O° 0 C1 12 0 w fc- C5 C5 C3 C3 Cl 4cl w w t> L LO co Cn 1+ CcEAS- 5'1rrall 1F Z ty 9 za y p D v p Customer: BlacksUeet Enterprises Job Name: 5th Street Residence m m 0) z Designer. Cyrena Datong s z 0 Date 04-18-2016 312F.0Obl.9.e r/ WAV. F%M. 34 Fw M -7 -nu FY. 1442424. RECORD COPY Alpine, an ITW Company 2400 Lake Orange Drive suite I50 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate ol'Product Approval # FL1999 Page I of I Document ID IVPY6384%2419075826 truss Fabricator: Ro-Bac Lunber 8 Supply, Inc. Jobldcntilication: 33887--Delong-Blackstreet Enterprises -5th Street Resi Truss count 21 Model code: Florida Building Code 5th Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Soil -are Alpine Softtlrare,Uersion 15.01. Structural Engineerol'Record: The identity of the structural EOR did not exist as of Address, the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.2S Duration Floor - N/A Wind - 140 BPH ASCE 7-10 -Closed Notes. 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6384 Details: - Ref Description Drawing# Date 1 18411--T1 161091199 04/18/116 2 18412--T2 16109120 04/18/16 3 18413--T3 16109121 04/18/16 4 18414--T4 16109122 04/18/16 5 18415--T5 16109123 04/18/16 6 18416--T6 16109124 04/18/16 7 18417--T7 16109131 04/18/16 8 18418--T8 16109129 04/18/16 9 18419--T9 16109125 04/18/16 10 18420--T10 16109126 04/18/16 11 18421--T11 16109127 04/18/16 12 18422--T12 16109128 04/18/16 13 18423-47 16109130 04/18/16 14 18424--K5 16109133 04/18/16 15 18425-44 16109134 04/18/16 16 18426--J7 16109231 04/18/16 17 18427--J5 16109232 04/18/16 18 18428--05 16109230 04/18/16 19 18429-44 16109132 04/18/16 20 18430--C3 16109233 04/18/16 21 18431--C1 16109234 04/18/16 I This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 04/19/2016 William H Krick Tniss Design Engineer - 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 O\X,DING SANFORD OFPAR.p 16_1658 5t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ssaai--uefong-afacKstreet tnterprlses -otn xreet Keslaence -- aw tast )tn atr - IIJ Value Set: 138 (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP M-30 R=1284 U=526 Webs 2x4 SP N3 Wind loads based on MWFRS with additional C&C member design & reactions. tmuwmnnr Q NI H, °',,, Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X5 _ 4X4 (A2) _ JIn-# — -- - ZIA9 — 4X4 (A2) _ 8-0-0 04/19/2016 1, 15-4-0 _I_ 15-4-0 I 30-8-0 Over 2 Supports R=1284 U=526 W=8" R=1284 U=526 W=8" RL=188/-188 Design Crit: FBC2014Res/TPI-2007(STD) tmuwmnnr Q NI H, °',,, PLT TYP. 20 Gauge HS, ave FT/RT=2096(096)/10(0) 15 pr ''4 QTY:2 FL/ -/4/-/-/R/- Scale=.25"/Ft. WARNINGI•• READ AND FOLLOW ALL MOPES CM THIS ORARINGI INI'ORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TC LL 20.0 PSF REF R6384 - 18411 Tru+b• requ,ro a tree e•re n f»r, e•t,I,q _-.O. •nlppinq, Inftfll l,q - -.1" R•I.r to • !011 ale Ifana ep ,on or seSl ,Dl,p,nq Ge.penena S.fety Infer»tion. by TPI »e OCA) ter ,.fay Dr.etl , pr, o. 708 1 ;: io perf•r •,nq'ahe•e runetl 1—t—a— A— Drovlp• toyor•ry D e,nq per SCSI Unle•• not» o S TC DL 7.0 PSF DATE 04/18/16 d 1 0 AN IrwCOMNYM 2411) Lake Om%,t Dl. Suae 130 ep [ •hell ..— Properly ..... Lep ftr„tt r•1 ,neahlnp .ne petal . pr•p•ry . D r,glp ceaUnq Lae•tam• »r»nen[ 1•ter•1 r»K• na er ..e. •XII MW Rr•C,nq Im011m C oe U on. S] RT er B10ef,f •pPl,<»I•.' Apply pl•tef to e•U. I le• of aruf •na .... ttlm » .r.p.n . •m e 4e,na , eaep ether. » Rer.r ae pr»,nqf ,IAA.: rer :a.ne.r• Plae IM•Itlen, A, Mpno. • a, .,on or ITA W, ming C•up•nena• Group Ino. fn t » rmpon*Ipso ror •ny aevl•alon r nq •ny !•,lure [o eu,lp aro gruff ,n <enlor»ne• •Ian ANSI/TPI 1, or for nfMllnq, fh, 1 I.alen . er.e„q of ....... oo "°'% A »H •n UI• prb lnq sr e•u.r P•. Ila ing W. 4»Inq, ItiI»t» .T "1.II0-1 pr.r».I MI.1 Mp - 1r.fp.nf lRl I Ity »I— f.r tI1....Ign Hla•n. W. »Iq I l lty .M u» .f NL Rr»Illq for .w afalecNr. L r.apo.,.lelllcy of UI. Ru1101nq D»ly.r p•f ANSImI 1 S•e.2. N O $ g ! s. 4• ti• ,.• \ate t Rpt t BC DL BC LL TOT. LD. 10.0 PSF 0.0 PSF 37.0 PSF DRW HCUSR6384 16109119 HC -ENG AK/WHK SEQN- 968041 OUR. FAC. 1.25 SPACING 24.0 ” J REF - 1 VPY6384Z24011mdo.FL 32937 FL COA ED 278 Fer .ere ,nrer»t,en ,.e ,• 4.e'• qo 19 „e • p•q. •np t »D fltef ' R' ALPINE •Ip. w .. TPI:... ep,nft.erq. RICA ... fee,neu.ary t ICC .w »fo -9 04/19/2016 THIS DWG PREPARED FROM CDNPIITER INPNT fLDADS A nINFN51nNSl SIIRNITTrn NV TDIKf NCD S38B7--Velon9 -Blackstreet Enterprises -5th Street Residence -- 610 East 5th Str - T2) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(t/-)=0.18 Bot chord 2x4 SP 112 Webs 2x4 SP 3 Wind loads based on MRS with additional C&C member design & reactions. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X5 _ 5X5 3X5 (A1) =_ 4^4 111 oA•t = ---- ZIAo = cnv m 3X5(Al) __ W_ W_ I_ 13-0-0 I 4-8-0 1 13-0-0 I fE 30-8-0 Over 2 Supports R=1212 U=554 W=8" R=1212 U=554 W=8" RL=165/-165 8-0-0 Design Crit: FBC2014Res/TPI-2007(STD) "AA H. PLT TYP. Wave FT/RT=2096(096)/10(0) 15 1 • ''w QTY:2 FL/ -/4/-/-/R/- Scale=.25"/Ft. NARNINGI•• READ AND FOLLOW AL1 NOTES ON THIS DRANIMI ; TC LL 20.0 PSF REF R6384— 18412IWORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• r., ; ar.w e•re n Cobbs -1, Snell . >n,ppino. ,n.a>II: •ne pry. o. 708 1 TC DL 7.0 PSF DATE 04/18/16anos ,I e1 OCSI (0.1 e.n, Ca e,wnc S.rotY Io torpor— .y TPI FICA) fer o Por ror..np't a func c.on, In,tellsrn •N „ pros,w to p.. so I— '_ per RCSI. Unl.>s notae o t lop c M.II Nse proper•„+ nntt. e,ge .tr.ct r., .ne.tnlAp we wales more .n.l l N • Proporlyr,R.eeal,np, lacet,w, re, po,-- ty.. t.r.. ....... c .r saps ,MU now a e.n, , . neat C BC DL 10.0 PSF DRW HCUSR6384 16109120 eea ,... D2, R7 or R1O. ,,p., law,o. Apply plan to •sen f.ca [r ru, . > •nwn . T O . Y ne t Da.n. tee etn.r..>. Ref.r to ares„q> ,ROA.: fer a.ne.r a'p..,. ;.>,t,e ,. : Q BC LL 0.0 PSF HC—ENG AK/WHKtA,p.ne . my.«w .r In wnelry Coyo.,.n . Group Ina m.0 n. r..pwu... ror wy eeyl.uw r >• o,g, .ny !..lure to I . I_ cru„ ,n c:nrorunee .,t. ANSI/M 1. or I., I.. 1-0. sn,ppin,. s AN IrwcorlT4ver t.11et.tn L F a • • :G\ TOT. LD. 37.0 PSF SEQN— 968042 A w•I w thisMY —0.InO .r t.s.0 p.,. I l.t llp tN l• It.InO. INIe•tw of "I.nw .f pMrwA y % •n, - 1. •• r.•Pw.l Nlllty wl•,y r•r e,,. .w lRn NI..D. TN• wIQDlllty •nit N.. .f NI. b.a rq M •.y KraR:WH 1. DUR .FAC . 1.252400L2LtO =7 III. 150 r..p.•I.IIIty or — I..le H„ Owlysr p.r ANSI/TPI 1 S.e.2. 0 0 NfA.• + Q17uQo. FL 32937 For .ore In rorty , „ J-*. 9-1..w p,s .—tlr•..w IRA FL COA NO 279 ALPINE. soo—p—t. — TPI:... 1P.n,c o,,. RTCA:....m,.m>try.ew. ICC. — eY1. or, SPACING 24 .0.1 JREF— 1VPY6384Z24 04/19/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. tijan /--velong-CIacKstreet tnterprlses -Jtn Jtreet Kesicence -- blu Last ,tn btr - 1J) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located 11-0-0 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP M-30 R=1212 U=562 W=8" Webs 2x4 SP #3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set "13B•• uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X4 = 5X5 3X5(A1) = JAD - - sAu - 3X5(A1) 8-0-0 04/19/2016 1, 11-0-0 _I, 8-8-0 I, 11-0-0 I 30-8-0 Over 2 Supports R=1212 U=562 W=8" R=1212 U=562 W=8" RL=143/-143 10„m11111141h)hhr Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 0e''4 QTY:2 FL/ -/4/-/-/R/- Scale=.25"/Ft. TIARNINGI IIEAD AND FDuNAWORALLNomONTN•s DINGI IW.MANT•• FURNISI THIS GNAWING TO ALL CONTRACTORS INCLUDING TWE INSTALLENS. TC LL 20.0 PSF REF R6384- 18413 rope... .... . ere n ....lut...9. n ..0. .n 1p -9. ........nq .,q a .m nq. Rew to r..1 ane uteu eea.en or KSI (0u. e.nq Ce.Penent s.r•ty Inr.r»u by IPI .» MCA)f—»f•ty pr•cU 1 C p.......nq ane.. funet .en.. 'I........ I 1 pr - t•.°er..y a ....q per KSI wla,. no M11 r o. 708 a TC DL 7.0 PSF DATE 04/18/16 tep more A»11 n.M Prepe.Ify —d .tret' tu 1 ,n.•t.Inq — m to. nor. . Pro»r.y r q.0 c unq. L.ca.on> for per.. mntu It... .Int . rt.• e•o•NII•h— a e * 6-11— •IJ»t 'we BC DL 10.0 PSF DRW HCUSR6384 16109121 a sT .r Glo.APPIR w>t» Cf.. Cn r.e. •f tru>- ne pe.I—, » •M•n ane Jona Det..1,, un.o not» otMr•.». Rorer to > INOA•2 ror , .n•re It..n. A.p..ro. . Ow.,.» or IT• Wua e.nq Co parent. Creep Ire. »•11 rot » .•.pen.lDb rer •ny .•.,Ing r Q Y O T O BC LL 0.0 PSF HC—ENG AK/WHK 1111111 nq. eny fe.l.,ro to ep.1. lne tru„ In eonror»neo •IU INS..... I.or for n•,w1l,p, ».pp1 wf. yti AN ITW COMPANY I..a.en ....t...q .r tr,.,.e,. A UI. Wr»I'Q 11-1 -1..r•.I.S. IMle.s» It 1 , •• RSj TOT. LD. 37.0 PSF SEQN— 968051 1 •n ., e••.r P.W. 9 .COptHle..t Nr.r».1•lul oII.M 11 r•.p.n.1.111tY »I•lyN.Is...Iw . 1*. wlt»11 my .ne w It "I.....1.9 r.r .I.y .tfa _ 1. t V O DAR 1.25 2:01 Late Oonp DI, Sune 150 r..p..1•IIIty er w 0 .....a O»Iq»r pr ANSI/TPI t S.e.2. 9 A L FAC . SPACING 24.0" JREF- 1VPY6384Z24Or12INlG. FL I?837 For »r..nror«.» » tn., J•e , III — n. . »N• .ee c —e NIM 1. nrq. FLCOAAO278 ALPINE •Ipaee.t•,t..: T 1: •...tpm t WTCA --try ICC. »fe.erq 04/19/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. k JJoof--INelCny-OIaCKSLreeL tnLerprlses -JLn Jtreet Kes10ence -- blV tact bth Sir - 14) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP 2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP 3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X5 2X4 ul 5X5 az 4X4(A2) = on -f — 3X8 _ r•_ 15 n4 = 4X4 (A2) =_ W W_ I, 9-0-0 _I, 12-8-0 I 9-0-0 I L 30-8-0 Over 2 Supports _1 R=1212 U=570 W=8" RL=122/-122 R=1212 U=570 W=8" 0-8-0-0 fr4DesignCrit: FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=2096(096)/10(0) 15 / " TY:1 FL/ -/4/-/-/R/- Scale=.25"/Ft. DARNING!•• REM Alm FOLLOW ALL VOTES am THIS DIIAWINGI 11POITANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TNF INSTALLERS. •• TC LL 20.0 PSF REF R6384 - 18414 lrw,o, roou.re a tree. Caro .n r•Dr le•t lop, NM11 pq ,q, 1n [•,,,rq .m Dr•elnp R•f•r to • f•11 ' r r or O. 08 1 inptayenentArecyInforgtlm. Dy'»I .,r WTCA) fpr , ay pr«tee TC DL 7.0 PSF DATE 04/18/16 o mrror....p a e runeam,. Imuner, ,run prov.a. tettper•ry D mp IMr KSI. Unto„ mem etn ; top mora r.M1.nh— properly .[l.cma ,[ruetura, al.oa h.m •m me NttaCoralet.,, 1 • propar.y •tt ^Fye • ir.p.a co.1,,q l«•um+ ,now. for pererwnt .aor.1 re, rN t of we w.. mw or.c,np m,unm WCS ; a BC DL 10.0 PSF DRW HCUSR6384 16109122 n'e R.oue..na,.O1D,. APv.r p..t`o e:.a.d r [r r« m—l— *,Far .. noln; GOA.2 ror ;t•m•ra plot• pa,.t.m, t SAT O LW BC LL 0.0 PSF HC -ENG AK/WHK11, I'D C0000la , croup 1«. ,non o a,pm„D,o ror .ny oor—im rr • 9. .ny r...ure W b . tea tr..l, - tenfD/O 11th ANSI/TPI 1. or for Mml.np, ,nlpp.no. t , v TOT. LID. 37.0 PSFANITwCOMPANY ... .... [.m A Dr«," .f tr.,,« •' G SEQN- 968045 A •eel en mi. ar.11np or CMr pope Il.tlp t o aml.q. IMI—toe Accept— eF p-won.l wNglnrl g s[t reepmsl.l l lty Mle.y ht ae ion Nroon. The wltabn I" am as of tole aroolne Rr my .trtaluIro 1• t1 740DLTLe0r:N%t r,Suilel)0 ra,pm,.s..lq of m• Hb...I o Doolywr par ANSI/Till 1 S«.2. OUR. FAC. 1.25 OrbndD.FL )7817 For oro .nr...•..— ,•• ., Joao, poor•. m w P.o. •m them .oD .,[«: H FL COA#)778 ALPINE •,p.mlue . TPI tp...... ro. RCA: w. .«.mN,try.em: ICC.... ero SPACING 24.0" JREF- 1VPY6384Z24 04/19/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 33tSU/--VeIong 51aCkstreet tnterprlses -bth btreet Hesldence -- blu Last 5th Str - Ib) Value Set: 13B Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located thin 9.00 ft from9011kind roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP A2 BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 9X4 III _.._ 4X4 (A2) = 4x i = •[ — - - sx4 = 4X4 (A2) _ 8-0-0 pH4-p o p I_ 9-7-0 11-6-0 _I_ 9-0-0 _I 30-8-0 Over 2 Supports R=1212 U=570 W=8" R=1212 U=571 W=8" RL=128/-127 A"'Hm"raaai Design Crit: FBC2014Res/TPI-2007(STD)H: M, PLT TYP. Wave FT/RT=20%(O%)/10(0) 15 4/+4O TY:1 FL/ -/4/-/-/R/- Scale=.25"/Ft. IT6CWTANT •taN1 MG ISN 1INWI INCL 70 ALL MOM ON IN •INGG TIDE INsuuERS. : • \ TC LL 20.0 PSF REF R6384- 18415 Trw+o+ ' od—o . f ... .re ,n f.br,c.[Inp. n.MllnR. ,nlppinp, Iy.t.11lho MC br.or R.I., to . fell p, 08 1 TC DL 7.0 PSF DATE 04/18/16Utc+t •Glum ofrRL51`tR. uel,q Coy,on t Arety o tooalm. by c- .M MCA) for ....ty prattle or l • : o mrror.l np [M,e Nrotlmf IMt.11arf Mull preylef te er.ry br.p lny p.r RCSI Un l.f> rotb Ot top eroro ,n.l l Mve preps ly .ttor po ft D. loI —[ nlnG Ono M[[.. CMN >MII MW • PrepArly .[[ • i r,p,. tal3 Lae.am, ,ro.,I or p.rfon.nt Lt.r. r. ran[ of ..e.1n.11 MH br.a„R IM[.11.. :: BC DL 10.0 PSF DRW HCUSR6384 161091234 weuom R] R) or R10. f. .ppnuele., Apply put..' ar•'.`.en 1....1 : ro pw.um Of 1Mw1 Ob w lM J.mt DOL., H. ml rote Otn r. +e R.r.r to 150A•E f la — .— m. O t S AT O d ""°' ° °""` BC LL 0.0 PSF HC -ENG AK/WHK Alplro. • O,fl+lm or 111 Wllol,q Co porantf Group Ine An... ro .fpm.lb 1. ra Any Ae. utlm rr r. is ny to Wl to tno truff In cont— * .ltn ANSI/T 1 t. ror for howling. Anlppinp. 1 AN I,COMTA,NY ,n,<.11.[lm. br.fl,.p .r [r .,.. •'•f.. , . • TOT. LD. 37.0 PSF SEQN- 968055 A M.1 An NI• Ar.Alny is, oMr Pa 11-1.0 tNl. dr—Ing. In.IIAAtAA . WLAroA of r.lio—Igrul .npll.rinp •`w rAApAn.IAl l lty .elAly Z.1., tM M19. _. W. ANItAAl l sty AM — Af NIA do -Ing f , Arly AtrtRllr. 1A Ai yo%iA. < 240DIALe0rjn&e DT.Sune l$0 r..AmAuu Ry •f tn. elno D••II1Mr pAr ARSI/T I 1 S.e.2. l DUR. FAC. 1.25 Qsj7n&. FL ;2837 For .or. ,nr ,m "' t.l. Jm . go—,., .> p.p..ro ws...b A— FL COAEO278 ALPINE. .w ap.Ml[..te.:`TPI .tp+ or.. RICAnn,, —rio,,try t ICC- ... I A.r. -9 SPACING 24.0" JREF- 1VPY6384Z24 04/19/2016 THIS DIEG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. k JSESES/--Uelong-51aCkstreet tnterprlses -bth btreet Residence -- blu taSt bth btr - Ib) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP M-30 DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x6 SP N1 Dense Webs 2x4 SP N3 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. 4X5(, N1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6X6 a 5X6 = 2X4 io 6X6 az 5 r— 4) = Design Crit: FBC2014Res/TPI -2007 (STD) H; 5 4X5( PLT TMP. 20 Gauge HS, ave FT/RT=2096(096)/10(0) 15' 4TY:1 FL/ -/4/-/-/R/- A4) = 3X5 III 4X6 = H0510 =_4X12 = 3X5 III 4X5(A4) = 4X5(A4) W L 7-0-0 ,I_ 16-8-0 _I 7-0-0 I 30-8-0 Over 2 Supports R=2392 U=757 W=8" R=2392 U=757 W=8" 8-0-0 Design Crit: FBC2014Res/TPI -2007 (STD) H; PLT TMP. 20 Gauge HS, ave FT/RT=2096(096)/10(0) 15' 4TY:1 FL/ -/4/-/-/R/- Scale=.25"/Ft. eARNINGI•• RAD AND FOLLM ALL NDIES ON THIS OMINGI TC LL 20.0 PSFIWMAW" FURNISH THIS DRARIRc TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R6384- 18416 lru.w. reeu.re o e.e ere .n r..rl<.t,p, h•rol.n., Mlpp,p, Imtelll,q .ro ..<.,.R. R.I., t• ero ... RCsI`IR.u6,ne tP.p..,.nt S.r•ty Inrere.t — ey TPI .ro STCA2`r.r ••raty P11-6— pr. O. O8 ;: TC DL 7.0 PSF DATE 04/18/16 o par ror•`.np,t1-•• rurot.en•. 1n•u 11.1..1-11 pro.,6a teyerery er.<.nR p.r *CSI. Un1ee• rotas o itop11-16 .h.l. h.w properly att.11-6 .trulturel .1-1th.19 .ro e.ttee <1-N 8.•11 1-w • properly etre r.9,1 1a11.np La<.t..n, I— rar per• - 1a.... ....r...t .r .•ea .hal h.w w.1.nR .p.una6 pa RCS BC DL 10.0 PSF DRW HCUSR6384 16109124 DD6 .;.. RIG..,'.Pp.,<.P.. Appy p1.t.• to al" ..<. [r r..a .ro p.,.t« ., . a. .N.w na o.nt Det8, .. , n.. . rote6 etn.r.1•.. II•I•r t• 6r w. n., 1eGA.i ror •uro.ra p1.0 p.•.<.ero. A.p,ro. SAT O Q BC LL 0.0 PSF HC -ENG AK/WHKr1nRu,.6,.q eoepe,unt, erwp Ino ,h... ro rspen•m.. r .,.y a..1a.•n rre. h O /C`/ AN ITW COMPANY q. .ny'r..l.re to w.16 t1-<enrer..ro...th ANS./»l 1..r r.r h.ro11nR. .h.pp.nR, a u.11.t.on A 61.6..9 et tru — a•..... ... r` Vv TOT. LD. 37.0 PSF SEQN- 968061 Anwe1 —tole 011-6.9 er eewr pa. 11-1..6 -1. 6rep1.9. IWI-e •e..pt•— f pi-fe.el..lel ro01-1n DUR. FAC. 1.25reepene1R111tYw.ely hr t1- O.elm. eltell. 1Ne w1uR111ty .M Nee of t111.4re•InR for epr nrl.etur. 1• fS, NAIL 2400 LTLe Ornge DF. Suite ISG r.wv,.1.11.ty ar tw. 161—n, 0"19", per AMI/TPI 1 Sm.R. SPAC I NG 24.0" JREF- 1VPY6384Z24 OrIMWO.FL 12837 FL COA 00278 For ror..nrerouoe , ., jm•...ror.1 ro . p•R..ro At 1NE--•.•.p.rolt-1o.. Tp. . P.n•t••r,..FCA- ..: ,.11,.6.,try .e•..Ge'....11•.1• arO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. tJOCN/--ueiong -LSI aCKstreet tnterprlses -5th Street Hesidence -- b10 East 5th Str - T7) WARN IMGI•' READ AND FOLLOW ALL NOFES ON THIS DRARINGI IWCNTANF•• FURNIS11 7X15 DRAWING TO ALL CONTRACTORS INCLUDING 711E INSTALLE». 11`1`.,,6• re0urra . <r.00 e.1`. .n I.Dr.c•c rno. MM...rp an.pp.np, .n•t•.. rnp aro or•elnp. Mr.1 to .M o.l t •er<,- of .SSI Ir ..e.1p G<.o6 .nt s.ray 1.1--on.py 7l ....FGA, 1`•r -r.<y Proet.e. Prlop6rur..,q cM- rune[.-•. In•t...... w.l P'-'- taap.r.ry .r -.no par WCS1. II,11-• -a- o. 08 1 Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Nail Schedule:0.128"0", min. nails Bot chord 2x6 SP #2 :82 2x6 SP #1 Dense: Top Chord: 1 Row 012.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row 012.00" o.c. SPACING 24.0" JREF- 1VPY6384Z24 Webs : 1 Row 0 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1 25) TC- From 55 plf at -1.00 to 55 plf at 9.58 TC- From 55 plf at 9.58 to 55 plf at 12.17 TC- From 55 plf at 12.17 to 55 plf at 19.23 TC- From 28 plf at 19.23 to 28 plf at 23.67 TC- From 55 plf at 23.67 to 55 plf at 31.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 19.23 BC- From 10 plf at 19.23 to 10 plf at 23.64 BC- From 20 plf at 23.64 to 20 plf at 30.67 BC- From 4 plf at 30.67 to 4 plf at 31.67 TC- 169.21 Ib Conc. Load at 19.60,21.60 TC- 378.37 Ib Conc. Load at 23.64 BC- 1343.75 Ib Conc. Load at 19.23 BC- 126.12 Ib Conc. Load at 19 60,21.60 BC- 498.63 Ib Conc. Load at 23 64 4X5(R) III 5 - - 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=4.2 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5(A1) W - 4X5 = 4X/ 4X6(A1) =- I 9-7-0 12-7-0 1 11-6-0 I 7-0-0 I 30-8-0 Over 2 Supports R=2053 U=673 W=B" R=3016 U=982 W=8" 8-0-0 Design Crit: FBC2014Res/TPI-2007(STD) H. h PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 " •, `4TY:1 FL/ -/4/-/-/R/- Scale=.25"/Ft. WARN IMGI•' READ AND FOLLOW ALL NOFES ON THIS DRARINGI IWCNTANF•• FURNIS11 7X15 DRAWING TO ALL CONTRACTORS INCLUDING 711E INSTALLE». 11`1`.,,6• re0urra . <r.00 e.1`. .n I.Dr.c•c rno. MM...rp an.pp.np, .n•t•.. rnp aro or•elnp. Mr.1 to .M o.l t •er<,- of .SSI Ir ..e.1p G<.o6 .nt s.ray 1.1--on.py 7l ....FGA, 1`•r -r.<y Proet.e. Prlop6rur..,q cM- rune[.-•. In•t...... w.l P'-'- taap.r.ry .r -.no par WCS1. II,11-• -a- o. 08 1 TC LL 20.0 PSF TC DL 7.0 PSF REF R6384 - 1 84 1 7 DATE 04/18/16 I I1jn1111 IIII I 1 JIILIA I.U O AN ITWCOMM.NY 2400 Lilt OiN6t DI.. Sung 150 top cnar0 31.11 Mw Prep.,.y . [.C.MO .crud 1`.1 •M 1.np .n. -ct- cM,O •..•11 Mv. • P,e-rly r,p,e e...r1p Lae.a .•- •10.1`1`.1` p.1` --1t". at....'.•,tr..1a .f ..., .n... My .r.611p 1110...- p. Wes M 1011E O.u.l,. rel tR.I., a. . all- ac, at f1` 1`a PI.[. po•.[1•na6ctron, p] WT or BIO.,a,,wPP.------ R PI•t.• e `"•' 1` r `61` :t - P..- .• • 110.1 .. evor- Alp.- a I,.m .r IT. W.ernp c000 -o t, G,e Ine - t np. •ny're r.ure to 6,1`10 aM crus, .n [011`61-nea lith ANSI/FPI 1. e1` for 1.-0..no, " nlppl,p.0" a --q .1 t1`,.,,.•. • ' r A -.I .,, t110 dream° or - papa Ilttl..p tF.l. ara.lnp. I.leleat.a oce pt.I.e..f prof...larul anpina.r ll.p ro.P....1.Illty -I.ly fir tla .-Ip., -. TM -$ability aM u- of "I. pr-Inp fir any .trtRturo 1. r.apan.....l ty of w 1k,11 np M.p-r per ANSITI t Soo 2. S AT O ' 1e ca''...., .•• sS ONA1. N 1 BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR6384 16109131 HC -ENG AK/WHK SEQN- 968095 OUR. FAC. 1.25 Odan&.FL 32337 FL CUA 80278 F•` a•r• -p• s 7 I w ••• ., J`P • p-- - "'° ` "" ALPINE: - •.p. -,a. . tP.1•c oro. RU: Ctw..-e.rWary'eo•, I•w...<e-f..erp SPACING 24.0" JREF- 1VPY6384Z24 THIS DAG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 0000f--Lrelong-a)IaCKsLreeL cncerprlses -acn Jtreet KeslOence -- biU Last bth btr - 10) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Design Crit: FBC2014Res/TPI -2007 (STD)PM..H; within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP 2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 e• TC LL Webs 2x4 SP 3 Wind loads based on MWFRS with additional C&C member design & TC DL 7.0 PSF DATE 04/18/16 reactions. ho11 Prw tedder.r...... ,g pe, WCs 1. Nnl... Lap mora ,hou ho toeproperly .tt•tl-d a.IstureI o hl,q .ho e.tte- mora .hon ho.e • properly e R.a t•.I. q Lee.t.en, •now fpr p.r-•neat I.t.r.l r.. r.lnt of -•.• wll ..» w.tlnp I st.11ea`p. Res R Apply wa.. a.. en•'a. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC DRW NCUSR6384 16109129 Q na AN ITW COMPANY Bottom chord checked for 10.00 psf non -concurrent live load. ( J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge 4X4 3X4(A1) _ L I, 9-7-0 I 9-7-0 1 Fc 19-2-0 Over 2 Supports Bpi R=783 U=387 W=8" R=718 U=309 RL=113/-117 H=H1 8-0-0 Design Crit: FBC2014Res/TPI -2007 (STD)PM..H; PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 j. 00,TY:2 FL/ -/4/-/-/R/- Scale =.375"/Ft. NARNINGI •• VIM AND FOLLOW ALL Norex a THIS ORA11IWGI IRDORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e• TC LL 20.0 PSF REF R6384— 18418 iru,w, r u.re a are.o caro In f.prle.tln9. n•.q`InR, sn 1pp lrq, In.[......M er..1 0. R.fer to .M ollet .CSI ,w.Ia. q Ce w ,, S. y Into .a.m, ey TPI a WICA> fer fay Pr.etlo. Prl C, O8 1 TC DL 7.0 PSF DATE 04/18/16 ho11 Prw tedder.r...... ,g pe, WCs 1. Nnl... Lap mora ,hou ho toeproperly .tt•tl-d a.IstureI o hl,q .ho e.tte- mora .hon ho.e • properly e R.a t•.I. q Lee.t.en, •now fpr p.r-•neat I.t.r.l r.. r.lnt of -•.• wll ..» w.tlnp I st.11ea`p. Res R Apply wa.. a.. en•'a. SAT C) BC DL 10.0 PSF DRW NCUSR6384 16109129 Q na AN ITW COMPANY r rN,aroJo.nc Deu.l., .n 1. tea other_. RNar to '::.=A:"* rqs /ROA•2 for s ne.ra pl.0 ps.lalon. eenslo..ppl.t.el. AIP.no. Ly" . .r IT. OullalnR CaRanant. Group Ino. M r.,pen.l.l. far .ny ae.I.tl.n rq, eny f•,luro to eu,la aM aru„ ,n conrorunce elan ANSI/IPI 1, or fer n.,Wllnp. .nlpp llp, a.l I.t.en R ore " It trl.,,e, Q F' s•' •......... G BC LL TOT. LD. 0.0 PSF 37.0 PSF HC—ENG AK/WHK SEQN— 968066 An - 1 M NI. —1.9 N ..N.r P.R. 11— .9 NI. Wr..lrly ItiIe.W ..eyt.rle. .f 1uWfM.leN1 srplrw.r lrq QN F. DUR. FAC. 1.25240DLakeOnIgeDI. SNRe 130 r.•pM•I011lty .elsty hr Q. show.. W. WIt.0.ho 11ss11My t "I. dr—lnW ft, Any strtleeun 1. r..pwI.INlllcy .r tn. Bus ding 0- iodtho s1. er idr ANSI/TPI T S-2 Ifa, OIUMo, FL 32937 FL COA 00279 For ire .nrerouoe . I, Jm•. We,wre', P." a e s ALPINE .....IP—L. aa-, 1P1- ..e nap,.t –9. MCA.:.:..e<1na,,,t.hory- —bICC; --r, -9 SPAC I NG 24. 0" JREF- 1VPY6384Z24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR kiJual--uelong-Ulackstreet tnterprlses -5th Street Residence -- 610 East 5th Str - T9) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(+/-)=0.1B Bot chord 2x4 SP #2 Webs 2x4 SP N3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. ( J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 4X5 = 4X5 2X4(A1) U_:__0__0 L 7-8-0 I 3-10-0 I 7-8-0 I I IIE 19-2-0 Over 2 Supports - BI 8-0-0 R=783 U=404 W=8" R=718 U=326 RL=92/-97 H=H1 unnuFn,,n. Design Crit: FBC2014Res/TPI -2007 (STD) d%W.. H; PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 `_TY:1 FL/ -/4/-/-/R/- Scale =.375"/Ft. O AN IrwCohnaaPrr 2JIA L]Lt Olalgt Dl, $.ac 150rMPMe. ARNINGI •• IRM AND FOLIA ALL WrES ON THIS DRARINGI IDWTANT•• FURNISH THIS DRAWING TO ALL CONTRACTONS INCLUDING THE INSTALLERS. :' lru,.e• r..... .... ow .r. n .....e.a..p, n.,q,.np. nn, PP„q. n t.,,,rp .ne ar.e..q. Rarer to • •„ O. 08 1It,l - Ceepe.wnt S,raY Inf.r..c.en. ey'T 1 .n. RCA) ... ..tett Preece Pr. i topoifor.np trw+ erw.cu w.,. 111-11 rs =It Pr.r..e tspor.ry a C-9 per KSI. W.Ne.. m ee , lap cn.ra •M„ n P P op•r, ntue,. b .tr.Ktur., .n..t M .,b .ettee entre ,n.,, __ • P'aper'y r.a,a ee..,.._. Laeet rot pertinent ,. er. ......Int .r we..n. , n.• w•c...R . IM Res act.on• ase 87 e.R' ne°t°ie, •G,• AFPIY p,.,— to e.cn r. .r tru... I..... en •, .,.•.n •row i S AT ; nr Jema O.0 u,, net..,• Rer.r t.I • 1.=A. re. ... _°"" °""'" otAlp— . . r ITR 0—a.n9 CI - t, G,. Ina. WI , on=..ny f•. ,tire to au. ,. tm tro,• m -t - mo ..th ANSI/TPI ,. .r 111 -1-9. a Ch.pP.n,. ,c••.,• .... I•••'• a.an t .r.e. p of t....a•. G\ A .eel en tnI• .rMI,.D .I CMI MW I IKI,.y til. ar.elnD, Ins lee[...eept•np .f ProfMe1M•1 etyln.erl r..p.n.l.l l Itf..I.ly hr N. .MIR. •newt. 1M .0 I[..I I lty en0 Nw N NI. ar.elnp ft, ..y •tru -- 1. N S aNA1 EN e., Icy o1 w lM,I lsl,y oM,R,..r p•r ANSI/TPI , sM.2. + TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R6384- 18419 DATE 04/18/16 DRW HCUSR6384 16109125 HC -ENG AK/WHK SEQN- 968070 DUR. FAC. 1.25 OHmdo.FL 32837 FL COA RO 279 F.r Mre .nr .a,. 'ea—w ..a .,,m•. Dt. ... t ALPINE ... .,P.ee.t. `d:` TPI.`.p....t aro: rrCA: ... P.Ra ,ea..a.,t.r eeeICC.. e.... e.R SPAC I NG 24.0" JREF- 1VPY6384Z24 04/19/1016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR jjani--uelong-Blackstreet Enterprises -5th Street Residence -- 610 East 5th Str - T10) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(r/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non -concurrent live load. factor for dead load is 1 50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 ---I 5 4X5(SRS)(R) ai AYd = 2X4(A1) _ 3X4 = 2X4(A1) = Y - 0-0 I 6-3-8 q2__F 6-7-0 I 5-8-0 I fE 19-2-0 Over 2 Supports R=563 U=320 W=8" R=131 PLF U=59 PLF W=7-2-0 RL=77/-81 wmlNrrr,yr, Design Crit: FBC2014Res/TPI -2007 (STD) ....H; f , PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 . °UY:1 FL/ -/4/-/-/R/- Scale =.375"/Ft. NIARNINGI" REM Alm FOLLON ALL MOM ON THIS DRANINGI REF R6384— 18420IMPORTANT" FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • •y TC LL 20.0 PSF fir.'...; r. ey... r• . e.e .re n fenr.c.t ,nR, n.«I InR, N.«InR, n ro a .C,n Rofer tD I1 O. 08 1 - r DCS)<(Du.e.np Coiy.,.snt S.Iety Inrorutlon, ey 7P1 • NTG)rrer raty pr.et.e Pr1 1epern,:.rq'l Inlbl..r• ,,,. I Prev,e. DCS. UnI-- ro TC DL 7.0 PSF DATE 04/18/16 tep more .ro,Inn...rDroperl-.itK,Ne •Cr«tu..1 ...•.. . ... D.tt core >n. 11 ,..vo . pro«:Iy • I • i / r.R.e <O.U..p L«.t rer «rY«nt titer 1 , n r I» .ro11 MW •r.c.eR , 11«" RCS ' — BC DL 10.0 PSF DRW HCUSR6384 16109126 eearen. 3 e 07 0010. '.PPI.e.•I. Appy PI•tes is e.M., KIONor tr.., taro. tI« •..ne.n •R•-• SAT ODet..... R.rer t. er.-.nD> ,DDA.: r.r ; "" Lt. PP.,t,a> `. pr BC LL 0.0 PSF HC—ENG AK/WHKAlp.ne . er ITT, Dulle,np CeRo..ont, croup 1«. .n t I» ro.pon..e.e fer .ny eoyl.tl« rra! 'Lv o,q, anY f•Uuro ao nu.1e tro tru., m eonrorq«s •nn ANSlrtpl 1, sr rer NMIInR •n.pp.nR, •. 1 V AN ITwcOMPANY .a.Il.a.ee a .....n, er t,.>... '•....,...• •' G\ TOT. LD. 37.0 PSF SEQN— 968074 A ...1 an t... ...... •I C y.r MD. I..tlnR t111. Or..IIIp. IIN I..tM .C.NPL•I.C. of ProfM.1.M..PD11N.l InN Y Mlt W ItM . n .n..n. TIN wlt.Rl l lty .M N...f N...r..11q r...ny .truewro 1. ONg1, DUR .FAC . 1 .25UOOLkcOren&e D1.SNne150 nD D.Nr p•r ANSI/TPI T S<e z p D OdWo.FL 329;7 Fer +ere .nforu[.on .« I.- Je• . R,no ne > PAR.. -e [no.e .aP fltM: FL COA 00 279 ALPINE --- TPI --- tp. ...rR..T«: --:..e I.N,..try.<P-:.cc ...... ..r....R SPACING 24.0" JREF- 1VPY6384Z24 THIS MG PRFPARFO FROM COMPHTFR INPUT IMAM A n1MFMCIAMq% CIIRMITTFn RV mute NCD 33887--Delong-81ackstreet Enterprises -5th Street Residence -- 610 East 5th Str - T11) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 QTY: FL/ -/4/-/-/R/- Value Set: 13B (Effective 6/1/2013) Special loads a TC LL 20.0 PSF REF R6384- 18421 lru,n.+ raeu.ro o areae Ciro n f.tr,u[1np. n.ne.lnp, NIpP.np, n to l.l .M t a1 . Rotor to . of DGS1 (O ,ie,nq te.pe e t S.ray Inferot,en ny'lpl . .TGA,'fer fay Pr.eU< loll ' prl o. 08 1 Lumber 7.0 PSF Our.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 :T4 2x4 SP M-30: TC- From 55 plf at -1.00 to 55 plf at 5.00 Bot chord 2x4 SP #2 a TC- From 55 plf at 5.00 to 55 plf at 7.58 Webs 2x4 SP N3 TC- From 55 plf at 7.58 to 55 plf at 8.92 A N.1 An N.• gr..,.1p .r eewr p.0. I la lnq -1 0-1.9. IMIc- .ee.pt.nee .f pr.f...IM.I "IM TC- From 55 plf at 8.92 to 55 plf at 15.50 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC TC- From 55 plf at 15.50 to 55 plf at 20.17 BC- From 4 plf at -1.00 to 4 plf at 0.00 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 0.00 to 20 plf at 19.17 within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, BC- From 4 plf at 19.17 to 4 plf at 20.17 wind BC DL=4 2 psf. GCpi(+/-)=0.18 TC- 315.23 Ib Conc. Load at 5.03, 7.55 TC- 117.35 Ib Conc. Load at 7.06 Wind loads and reactions based on MWFRS. TC- 81.78 lb Conc. Load at 13.44 TC- 181.06 Ib Conc. Load at 15.47 Bottom chord checked for 10.00 psf non -concurrent live load. BC- 179.36 Ib Conc. Load at 5.03, 7.55 BC- 88.52 Ib Conc. Load at 7.06 Deflection meets L/360 live and L/240 total load. Creep increase BC- 63.22 Ib Conc. Load at 13.44 factor for dead load is 1.50. BC- 107.60 Ib Conc. Load at 15.47 4X5(R) lu 5X5 a ---1 5 cvcicoc 3X4(A1) = 4X6 = 2X4(A1) M Iel-0A ' 11-11-0 -:101E 7_3_0 11-0 ,01 I, 5-0-0 I 2-7-0 _1_1-4-CLI_ 6-7-0 I 3-8-0 1 fE 19-2-0 Over 3 Supports R=953 U=326 W=8" R=2017 U=636 W=8" R=260 U=93 W=8" 0-0 04/19/2016 Design Crit: FBC2014Res/TPI-2007(STD)P{. PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 QTY: FL/ -/4/-/-/R/- Scale =.375"/Ft. WAMINGI • • REM AND FOLLOR ALL NOTES OR THIS DRARINGI IrrVRTART- FURNISH THIS ORARINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a TC LL 20.0 PSF REF R6384- 18421 lru,n.+ raeu.ro o areae Ciro n f.tr,u[1np. n.ne.lnp, NIpP.np, n to l.l .M t a1 . Rotor to . of DGS1 (O ,ie,nq te.pe e t S.ray Inferot,en ny'lpl . .TGA,'fer fay Pr.eU< loll ' prl o. 08 1 TC DL 7.0 PSF DATE 04/18/16loePe.e::,nq'n.c',e fungi a,en, In,t.l..r, wll provlOe t..po.... ..... nq per DGS, Un.... net.e of eP enwe wn „e preper.y .u.cn.e .er..ea1,.` ,m,.'."y .M e.at.. cnor. A-.. ruwZ. p'eper„ at rq.e ,.,p Logia len..nwn far peruMna .r •int of ..e> .l...l n. tr.e ,nq • as RCS BC DL 10.0 PSF DRW HCUSR6384 16109127 a N7'.OfO. ., ppllc.tle App y p..t.. to an tae Lf .n0 po.,t.en fMw..tow no e1na Dea.1l,, ml.>, netee ean.r...e Rer.r to er 1 > ,eoA.E Pla. Pe,lelen,. tAIP.ne t SAT O •tom BC LL 0.0 PSF HC -ENG AK/WHK 1 0 or I7• Rul,e lnq CayoMn , Group Ine .n.l l M r,p•n>1.10 fa .ny a.1..t1.n Ir o q :ny f.uufo to tu..a ane cru„ In -f-M, 11th ANSI TPI 1, or for n.M,.nq. >nlpPlnq. t/Ct ` I AN ITWCOMPANY t..1.a.en A tr.<1,1q of are,.e.. p• •• TOT.LD. LD . 37 . 0 PSF SEQN- 968091 A N.1 An N.• gr..,.1p .r eewr p.0. I la lnq -1 0-1.9. IMIc- .ee.pt.nee .f pr.f...IM.I "IM DUR. FAC. 1.252400ULe01] pik.sune 130 f•N-IPl l Ity wl.ly f.r tM ~0". es-. T1. Amm.Rlllty .M uM 1f GI• gr..lnq far .ny .CrvLtuM I. r.aps..lpll... of tn. 111- ,np D...gn.r p r ANSI/TPI 1 S-2.Ap.,, o••^a 0a OA•Rpl /ritl Orbn&. FL 32937 FLCOA80279 F.r - ,nferutl.n ... 1, ]ee > q.n.r.. .... p.q..M - let ..tN: ALPINE. ...P. -I. c : TPI: - tPl- .rq. RICA: - -I..W...... •: ICC- .w..f..erq SPACING 24.0" JREF- 1 VPY6384Z24 04/19/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR kssuoi--uelong-ulacKstreet enterprises -Sth Street Residence -- 510 East 5th Str - T12) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP N2 DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x6 SP N2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. J) Hanger Support Required, by others Girder supports 19-2-0 span to BC one face and 2-0-0 span to TC/BC Deflection meets L/360 live and L/240 total load. Creep increase split opposite face. factor for dead load is 1.50. 2X4 01 10 04/19/2016 ile — 7-0-0 Over 2 Supports BPI R=1402 U=439 W=8" R=1344 U=421 H=H1 WH141prhGE Design Crit: FBC2014Res/TPI - 2007 (STD) ry` PLT TYP. Wave FT/RT=2096(096)/10(0) 15 TY:1 FL/ -/4/-/-/R/- Scale =.511/Ft. WARNINcI•• WAD AFOL ON ANOTES ON THIS MWINB1 INFORTAWT— FURNISH ID u THIS MATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L TC LL 20.0 PSF REF R6384— 18422 iru,w, r•eu.ra a tr ee <•r• ,n f.Dr,cK .np. NMllrq, .hlpp lops In [.Il,np •rle erK ,np Rsfer to fell am 4te.t e..t— of SCSI 16-0-0 Cl•ysunt S.retr lore u — .,'i I •M nCA)for „req pr•ecle prl O. 08 1 TC DL 7.0 PSF DATE 04/18/16 o porfor•,ne [ w Iun.0 on. In.t.ner. ,lu 1 provlae [..p.r.ry D —O per IICSI. Urate„ m R rope e l •rp'l Let•cl°n°.'n°.n°tfor paru.. ......1O. °re... rat ° fc.. D,°•n•el•n.w CrK l,gPln;t. 11btt NCS i i g BC DL 10.0 PSF DRW HCUSR6384 16109128 ILLLo J R).;R10. ppl l..e,.- ^Appl, pl.t. eo e..h';.. ro r eros • w pe.-- •, .he.h .mw too J..na D•t..l, ml tea ctn.r R.nr to ..Lq, ,IOA.i rw ;t.nwre plK. peacle . t S AT O A. 6 BC LL 0.0 PSF HC -ENG AK/WHKA,p„q. • .v •` Iw Oulnp Co.penen Croup 1 =. w t d . •+eensl.l• I— .n, tHnl-- fr [ ar•.lnp, .n, r.11„re • , ru . rer.•nee IN ANSI/T 1 1. or I— N,W IlnO, .n 1pplll0. AN IrwcomPANY t,:. A er...np .r tru.,.,. 1 ••• G`. TOT. LD. 37.0 PSF SEAN— 968093 A — - ul. ar..lnp .r ..•.r p.p I IK1.R-1. d --q. Iti l..u...—pu-. It pMnKleh.l .lq lll..rl DUR. FAC. 1.25 r..pell.,.11 RY wl nr .A. aMIR..Ha.n. TM Wlt.a lley .M N...f VlU .r.ap nr .lyr KrtaSur. 1 l . 0 1 2400 L:Ike Omnge Dl.Suu 150 r••P•••l.11lt, of — 0ull.Illp 0•.1o,•r pr ANSI/T I / S•. 2 1 OdM*.FL 326;7 FL COA 10278 F— „r• int—tion ,.• this Jo.•• p•ner•1 no ., p.p..ne i—I e„ ,&e ALPINE ... apina t...e.: TPI ... tp,n.t —9;nu ..• --y-see- ... .•.n.er0 SPACING 24.0" JREF— 1VPY6384Z24 04/19/2016 THIS DING PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. L..-......-- .,y - F. - -- a>a. aur au - -'P PSF Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PSF e anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP 2 DL=4.2 psf. GCpi(+/-)=0.18 0.0 Bot chord 2x4 SP 2 TOT. L.D. 37.0 Webs 2x4 SP N3 Wind loads and reactions based on MWFRS. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Hipjack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1-5-0-->J 9-10-13 Over 3 Supports R=328 U=107 W=11 314" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=2096(096)/10(0) 15. tAANINGI•• HEAD AND FOLLOW ALL IDBS ON THIS ORAWINGI I~ANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Lw.o+ reeu,re o c e» .re In ber m•u np, n.mllnp •nl»Ine, Imulunq .m Hr.e,ne. b/•r to • L rr- 1, IW,le l,q Co w,ent s.r•ty Inrx»[I.n, ey T11 •na SCSI r r »r•cy pr.etleo ...... nD•c . -1, 7- I.•t•II•r.... I P—. [••poo•ry er.c lnD per WCS1. oUnl••• rote o tw c n w preP.rry . •en.e . r.l •n••[nlne •ne »uv cnsro •MII Ir.w . p..P.rry . Mr,e la al,n011 Lee.a,7 .nw , r xor» nencu l.t — r»[r. nt or •.e• •n•II MW erK l,q ..... rlmtt I t,on. 0] 0T er R/0. .• .pplac•el• Apply Pl.c» [e »c'. cDA.Z toes• — po•l .• •new, .Dove Q r.• Jwnc Oouu•. mlew mtm et»row Remo to er»Ine. o..A•r ler •oM•re p-. peek ions. o ,+lo,. r Ilr Wu,l Inp Ce ponos •croup Ise c » re•pon•ID Ie for .ny aevr.clm fr me, •nylr•,luro co eu,la ane truss In eonror»nee •Ian ANSIn 1 1, or for Iwmllnp, •nlpp lne, AN ITW COMRWY n.a.l l.a,m A b1-1.9 or A »•1 M till• Wr»Ille or mvr p•D• II.tllle NI. Wr»Ily. IIIMI..LoA •eMt•Ir» or p-r•.•Iwl wIp III•.r li r••p•n•1.11ItY »I•ly r r sH. ar len •Decal. Tow wlt•HII Ity A" u•• of NI. d -1n0 rer •ry •%r%IoLN_ 1• 2400 LDAC QDII'f DI.SUat ISO r•fpw,•I•Illty or Ur. Irl le lne D»Ie»r per ANSI/TPS I Sm.R. 011s .FL 32637 Fora,n rer» .n. 3m . er. » p.0• FL COA NO 276 ALP. HE . -P n.o . c [7PI w• apin•t ore: WMA .eelM y.c ICCs » r• ere R=209 U=119 10-11-5 3-2-13 R=373 U=63 H. k4, JO&4. /„4qOTY:3 FL/-/4/-/-/R/- 04/19/2016 Scale=.5"/Ft. REF R6384- 18423 DATE 04/18/16 DRW HCUSR6384 16109130 HC -ENG AK/WHK SEQN- 968057 JREF- 1VPY6384Z24 TIC LL 20.0 PSF 08 1 TC OL 7.0 PSF e BC DL 10.0 PSF BC LL 0.0 PSF c TOT. L.D. 37.0 PSF Al.l p1 DUR.FAC. 1.25 SPACING 24.01' 04/19/2016 Scale=.5"/Ft. REF R6384- 18423 DATE 04/18/16 DRW HCUSR6384 16109130 HC -ENG AK/WHK SEQN- 968057 JREF- 1VPY6384Z24 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS A DINENSIONSI SURMITTEO RY TRUSS NFR JJUU7--Uelong-Blackstreet Enterprises -5th Street Residence -- 610 East 5th Str - KS) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP N2 DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP N2 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Hipjack supports 5-0-0 setback jacks with no webs. factor for dead load is 1.50. L- 1-5-0-J 7-0-14 Over 3 Supports R=181 U=61 W=11.314" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=20%(0%)/10(0) 15 RARNINGI•• DEAD Arm FOULER ALL NDTES ER THIS 01R NINGI IOONTANT•• FORM ISN THIS WANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS E tru reeu,ra a t,np. , •e,ppinp •nee clop R•r•r c• .r,. TPlrino I. SItItytN , c rlc,on efrRCSlc( WIIOIno Ca pen.nc S• I ILoII•c,en. by TPI •ro NTCA)rfor rf•cy pr•ecleoI,errsrslnp thew f„nct,snn In.0 6l•r• .NI I prov6es te.por.ry pr.clnp per OCSI INIrf rotr otos coo e—a"16 w prapy • I •N•thlnp •ro rctr re Nr lBlo .II N . propey . to bt•r• r,ple lanpL«•cIr•snshale fer persti„o r••er•Int or •.O. .Nu Nw M.U„p Ina•umcp. eet,em R]. 07 or N10, •• •ppl,e.sls Apply pl•te•lte wen rte• of t •ro pa•II- .• .l,o, •eovo he JO Int DOc•11n. unseen sort otrorll•e. R•f•r to Or••lnp• 1ROit-Z rx •e•ro.r0 pl•t• pa.IC I, 6tAIP,w. O,v6•,on er IT Nu e,np Ce•penenc. Group Inc W66 roc Iw rrpr•lPl• ror •nY Oev6•clen frrI AN ITwcomDANY o r,p, my r•U urO [e wl le'N tr— In canrer— 16th ANSI/TPI 1. or for Nrollnp. shlpplrQ. t•I.....I . er.elnp or — atru An - 1 M -1. 01-6.9 N peas MRs II.tI.@ NI. prrinp. Irlol..tN ..c.pt.ro..f Rnfr Ir.l YIN Is..r li r..p.n.lel l Ity rl.1y fer tM -18. YI.Y1. TI. wlt.el l Ity .M rNM 1/ "I..r—Irq /./ .11y .trtO - 1. 2400 LOLe OmW DT.. SIGH 130 r.•pon•IDIIIty of w Nulla lop Ds Ir1,•r p•r ANSI/TPI / Sr 2 Orbodo. FL 32837 For r e Inrorotlen . . Joo. p ..... N r "Go . cne•• .ee FL COA 00 278 ALPINE: s11..lolro,o cr: 7P1 w• cplrot oro: NTCA. ws. welneu•vy.cr. ICC. 1w.Ieewfo Pro H, R=198 U=107 R=91 U=0 1 Q 10-1-5 2-4-13 8-0-0 2 FL/-/4/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6384- 18424 DATE 04/18/16 DRW HCUSR6384 16109133 HC -ENG AK/WHK SEQN- 968078 JREF- 1VPY6384Z24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. kajoui--uelong-alaCKstreet trTLerprlses -otn street Kesloence -- b7V tast atn Jtr - K9) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP H2 Wind loads and reactions based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Hipjack supports 3-8-0 setback jacks with no webs. factor for dead load is 1.50. 1-5-0-:WJ 5-2-4 Over 3 Supports — R=132 U=49 W=11.314" R=99 U=54 R=44 U=0 9-6-10 11-10-2 1 +8-0-0 1 -2 8-0-0 0 1.;'0-0TY:1 FL/-/4/-/-/R/- Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 08 1 UARMINGI-• READ AND FOLIA All NOTES ON THIS ORAWINGI fIMPORTANT** fURNISH THIS DRAWING TO ALL CONTRACTORS IMUDING THE INSTALLERS. F tro•o .r• In norlcet l,q. nerollnD. .nlppinp Irou.11ro .ro a .el Rorer is w.O ji 7.0Y. NRCSIe ( WullelnR Coeperont Senty Inror— — by TPI . RG)rrer f•cY Pr•etlope/rer«,q ane.• ranee, p,>. Irotoller. •ro Il prov,w tefperery --.9 Mr RCS.. Unleff rote• •`M 10.0 toP eros —.1 row Properly .t A. .cruet..•.—tnl,.D oro roue• eror0 eM.. Mw •Properly • c r, r,D,e <el.,nR. Loc.tlonf anon ror per•eront --- re.tr.IM or .eof .nett Mw .reC lnR In.[el.•• pe oe uoef 07 o. Rlo, e. ... of tApplypuce• ce •.en nee or tru>f u,e po.Itlon e. mp•n .rove aM019 too — JOInt D. .11.1 unto>f —too otMrel se Rorer to er.e l.qf .t.nO.Po pl•[• pof it lonf. cA G` N sss"` A T l pine. . e,r ulon or .n Ru......R CofVeront. e.°w Iro. 1n.1. net e• ropm..D 1. ror eny awuuon frs 37.0 np. eny f.l..re t0 pu110 tr.ff In conforroroe •Itn ANSI/TPI 1, or f•r NM.Ip, 1n 1ppinR, AN ITw COMPANY en A er.e „q or cru..•.. 1.25 A w...n tnl..—I. er e•wr PAM IIK I.ID enl• •r1•.Iq, ItiIC•t•. .eaPe.nu N Pr•f..•1•rul fyq ll•r li M1 r•.p•n.IN-I Ity wl.ly ft,oro Wool p, •Noo.. TT.. w.- I I ley .M uw of "IN or-1.9ft, eny •trtlet.r• 1• 2400 WLe Onnp Q., Suite 150 rofPon•l.I.My or tM Wull•Inp O—IV-r per ANSI/TPI T S•e.2. OdaWo.FL 32937 For ,nror..cle., .o. . Joe . Renerel ro A p.De .,,e wFLCOAED279ALPINEewelp— to eo•: TPI. •w tpl ,-9. WI •...>oe—try eoe, ICC leeut. -9 9-6-10 11-10-2 1 +8-0-0 1 -2 8-0-0 0 1.;'0-0TY:1 FL/-/4/-/-/R/- TC LL 20.0 PSF 08 1 TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF G` N sss"` A T TOT. LD. 37.0 PSF DUR.FAC. 1.25M1 SPACING 24.01' Scale=.5'1/Ft. REF R6384- 18425 DATE 04/18/16 DRW NCUSR6384 16109134 HC -ENG AK/WHK SEQN- 968080 JREF- 1VPY6384Z24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L ssuu/--uelong-ulacxstreet tnterprlses -otn street Kesicence -- oiy tast 4th qtr - .7/ ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MWFRS with additional C&C member design b Lumber value set "1313" uses design values approved 1/30/2013 by ALSC reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 10-11-9 R=169 U=184 5 3-3-1 8-0-0 2X (Al R=126 U=20 1,1-0-0,1 I cc 7-0-0 Over 3 Supports R=334 U=223 W=8" RL=17 7 / - 25 MTDNIIIIUMIyr Design Crit: P`••H:,QFBC2014Res/TPI -2007 (STD) jry% ft7Y:13PLTTYP. Wave FT/RT=2096(096)/10(0) 15. D'•a3 FL/ -/4/-/-/R/- Scale=.5"/Ft. WARMINGI"READ AND Foca All NOTES a nus ORMINYI rrI ORTANT— FURNISH THIS OKAYING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. s TC LL 20.0 PSF REF R6384- 18426 Tru .o rau.ro o ea •.. n .........np. —Ml.np NIpP.nR. .........a .. ...... Rorer co •ne ol. • O. O8 1 = the .sea -.t.en o `YCSI`,w. e.np Cu•p• enc S.ret, Inrerat.ee..y TPI a- PTCA, fW -r—, prat.t. pr.. TC DL 7.0 PSF DATE 04/18/16 o porfor•„q tna runtt.on, w.. prer.- teaPor•ry Orac,q por DCS. U.— rot! o I.• j t.c`n'•' eler. top nese WI. N • proper.•I.,•c .tractor 1 —thing M eetta Iwe .I.•II Nw • p,M rly • crD.e ...,q L«•U en. for p•r—eeet I--.1 ..n I ..P..Mu n.w er.c.,q •IIa`p• S BC DL 10.0 PSF DRW NCUSR6384 16109231 eet.on, no. •. •pp ue•P.a Apply PI•ea to e.en r.e• or tra..ne p—.um •> .Le.n •.ea t SA : T 0 DALM e., net.. ether..— Kefer to era.np, ,RPA-: rer a.ne.rp.—pe>.c. 0a...,. p. Q BC LL 0.0 PSF HC -ENG SSB/DF AN rrW COMPANY A.p.—. • e .+.an or li b..e.nD Co.po.m . crop Int .I.•n c - r..pon>.DIs far •ny ew bUon rr— era„q. •ny'nuure to w.10 the cress .n eenrer—nee •an ANSI/IPI 1. or for ane LnD, sn 1ppinD, yM 1 1..»1•• n,t..I.t.en A er.e.,q e. tra>... A F G SL1/O A1, TOT. LD. 37.0 PSF SEAN- 866317 el — -1. —1. en9 a pPD. Ilet.p NI. Pr—Ing. IINIIce eta"t at prefael.-I p"Inearl10 re>PelPl l lty —lely r r vee• PrI. PaMPIIlgne.. Wm eut• lel l it, am ..—at Nle Pre•InD rer any .n.etatn 1• AL r! 9/I DUR. FAC. 1.25 2401 Lake OnrV Dl SUNe 150 rap—slnl1ity ./ tlI• Walby Design•, per ANSI/TPI , See 2 SPACING 24.0" JREF- 1VPY6384Z24 a1TRaD.FL 32527Fer FL MA1017N re .nf«t.en ... .. J-'. 9—r..a p.".ne tn... aa.> a•.. ALPINE. IP—Ita . TPI w tp.n>c —9. Pw.eeTCA: . —try. : ICC: a•..eear-arD THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. JJUU/--Oelong-Blatkstreet tnterpri5es -Sth Street Residence -- 610 East 5th Str - J5 ) Value Set: 136 (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP N2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP N2 Wind loads based on MWFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Bottom chord checked for 10.00 psf non -concurrent live load. L,1-0-0,1 5-0-0 Over 3 Supports R=261 U=209 W=8" RL=150/-22 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=117 U=151 R=89 U=18 10-1-9 2-5-1 8_O_0 1 8-0-0 rpr 4P!••H:, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15. 0 QTY: 3 FL/ -/4/-/-/R/- Scale=.5"/Ft. OARNINcI•• READ AND FOLLOW ALL NDIES OR THIS DRATINGI IUPONTANT•• FURNISX THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. E TC LL 20.0 PSF REF R6384- 18427 lr.... rwulre • t . ... In I...... nT, n rolinR, vrlppliq. I.......nT •ro b •Crop. R.I. t..ro .11 • Q. 08 1 ro I•ua mitres afrTCSIC1WueI q ce e mt SMay Inrwmtlw. by ,a .ro.TCA>`ror aar.ty w«tib ai . TC DL 7.0 PSF DATE 04/18/16 ae wrrer.i,q anew runes lero Iroc•iiar. wii prwim t.ybr•ry sr«ir,p per TCS I. Unlm. nota etlr. p Chard -1 n.w properly •ct•cned .t ruetar•r -,thing •ro batt•. mere .Nil Nes • properly •tt, rrT ld w n„p L«.0 w. •Own ror par••nent b .r•I I..tr•int .r wed .Mu Ir.w br«1„T I ...... - pe Z BC DL 10.0 PSF DRW HCUSR6364 16109232 Q r TLD. ., .per m.bre Apply pita• to wen s boo poeiuw a .Ir.ar .bbva . tro Jona Dbu,i,, unie„ not a ern ro.o Rofor to or•.,", 16OA•Z ror .bnmrd p..c. pe.itiens. eaRa.,ent. S AT O f BC LL 0.0 PSF HC -ENG SSB/WHK AN IrW COMPAMY Alp ure. • i.rw er In 9.Id„rp neeeore. r crew fro. w re.pen.Ibl. ror .ny owlalw rrw' drb,ng, .ny'fH lufO CO Wim [ro Tru„ m Cwror..«O .IM ANSI/Tpl I. er rer b•ro11.p, ,h mInp. n,a....a,o.. a br.e..R or tra.,„. L` ,. ( refs/....... •... TOT. LD. 37.0 PSF SEAN- 966942 A •..I on thl• dr..InO .r pMr poo• Ilotire [rile drmirq, Imlmt.a &con” r of prdfm.l.n•1 on.olorinT The NCture 1 • r.•pmNblllty wltly ror se. dmlTlr •Ire r. wlt.blIlly air u•. eF "be W Ing ror any st ON Cit MNW111 DLIR. FAC. 1.252400IaLtOmWa. SUM[ 130remo•i.iDlllty of ur. Talldlp Gwlryr per ANSI/Wl I Sac IF SPACING 24.0” JREF- 1VPY6384Z24Orind0. FL ;2E;7 FL ('OA /11175 Far wr. ,nlorwarw ,w 1. Joe', R—w ro . pope• . then. wb -- ALPINE w. TPI: w. Ip,no.t..em• tP,n.a orp, WTCA w. .«Irau.cry cw. ICC '.w.ieewro.er0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS NFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MWFRS with additional C&C member design & Lumber value set "13B•• uses design values approved 1/30/2013 by ALSC reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11-0-51 5-0-0 Over 3 Supports -- R=261 U=209 W=8" RL=150/-22 R=117 U=151 R=89 U=18 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15 WARNINGI'• BEM AND FOLEOR All NOTES OM THIS DRARINIGI IOVRIAM•• FURNISH eprulrr.reri ng t,nreo. e. t re.e cen. r.e. re neeTaHISlnpOR. nR• InMeuTnOgALL ClppMlnMBCTOAS INCLUDING THE INSTALRLeErR. Sr e e. .........9 .. ...... g. DyT 1 e 111CA).urotY pe<er1eC5leC t S•r.tyu In>[.11•rf W11 pree,ee t•yor•ry 1r1c1ng per SCSI W,1 note top mere :n•11 N•e P,ep.r By .t c= :tract r.l >1w1tn1np •ne .•tt0. cner0 fNll Nw • properly r1g1e c 1•,q I.—t— :now. ror p• runente l•t — r ,.int or .off .n•11 Net Dr.clp In.t• Iloet Q wcLlo,n 1B] e g,+, S10. .f .pP11c•Dle Apply pl.t•o to — 9 11 notrrr. n •n0 pm ltlon 1. flwwl 1DnvrwtnoJe1nlOeu11.. 01 .:. lwtee etner.l... A•r.r to er••,nps /.OA -2 rer .<.ne•re 1— peslal.ns. 1 A 1pinO. . 1 er ITR Bm le „1p C=C : G, wp Inc rofpm>IDb ror .ny -- LPO r ere.,ng, •., f.,lu,e to Dulls tM t,1,:: ,n cenfer::_..INA ANSI/,PI 1. er r.r MM11n9. .A Mlnp, AN ITIN COMPANY ,mtfllftlen A er.elnp .r tru: A -1 M tn11 BA -1.9 1r es.e, MM 111.1"9 will .r.eing. INIO•<.e. --p-- at Pnf•111.1u1 aBVI 1 I'* -11.1l lty 10111y t.r tA.. 19. tl10.11. Th. WI A.I l lty AN .M .r .1..r..111g f r ..y .<MrctYl. 11 240D LAI: Onnge DT.. Sune 130 ,.•Pw1.1 111ty er w Bu11.11q D..1gn.r p.r ANSI/TPI 1 S•e.2. OrhndB.FL 32917For lnror.. tn1. J•D : pens,• .Nroe . "go tne.e 1eD . FL COA 10278 ALPINE .IPIM II. e [ TPI wee tp—st —9. FICA aft 1Nu>try c . ICC Yrs erg H. 4TY:6 FL/ -/4/-/-/R/- a TC LL 20.0 PSF 08 1 TC DL 7.0 PSF BC DL 10.0 PSF 0 BC LL 0.0 PSF AlNTOT. LD. 37.0 PSF PH DUR.FAC. 1.25 SPACING 24.0" Scale =.511/Ft. REF R6384- 18428 DATE 04/18/16 DRW HCUSR6384 16109230 HC -ENG SSB/DF SEQN- 880791 JREF- 1VPY6384Z24 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONSI SUBMITTED RY TRUSS UFO k.Tsaa/--uelong-aIaCKStreet tnterprises -5th Street Residence -- 610 East 5th Str - A) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP N2 DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. G1 -o -o,.1 R=214 U=192 W=8" RL=128 Wind loads based on MWFRS with additional C&C member design & reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=82 U=114 9-6-14 1-10-6 R=63 U=16 + 8-0-0 Design Crit: FBC2014Res/TPI -2007 (STD) PM..H; k,Qjo,4PLTTYP. Wave FT/RT=2096(096)/10(0) 15J 1, 0_4TY:2 FL/ -/4/-/-/R/- Scale=.5"/Ft. NAMING I•• HEAD A)(D FOLIA All NOTES 00 THIS ORARINGI IIPORTANT" FURNISH THIS ORABINO TO ALL CONTMCTOIIS INCLUDING THE INSTALLERS TC LL 20.0 PSF REF R6384— 18429 lr'+ «+ ..... I arm .... •n ....... °. n roUl•8. Mlpp llq, In bu•ro .ro er.e,nY. Rerer to Me altw•IO,n° e.e,.ena suety Inf.r &a TPI . VICA) ror fety P—tice Prlane • t • of 0—tSI: ln.,. O' OB = TC DL 7 .0 PSF DATE 04/18/16ePer"°r..n, 11.,. caloI! II:!. 0 . r. W 1 Prae,a. a.er.ry P K.no P.r KSI. Nnl. yep Ct• a .nal M.e prep.rly Kbcro. .... .t....Inp •ro Getar cror0 sial Ne. . p.p.rly a r'0•• c°""'R L«.t•M• .n..,• for p.runMa '•tor• r.+cr. na of .ee. wll t.r. er•e•nG ,n•t.11MtP. Rts BC DL 10.0 PSF DRW HCUSR6384 16109132 j Q O or fn 1 P.•lclen ., .teen - eve DtroJ.mt Dou•lw. eel.., rote. .ansa,. Reref to ar.an°. 1ROA4 fs .una•rd pl•u poaum. o<a•om 0] OT or 810. ., .ppl •ua.. Apply Pr•u,lto . 6191! S AT O • /1 pL` 1 0 Ite A. • d•r•,•o^ of 1. Dm lO ••g Coep.nena, cro.p Iro M t .e re,pon•1PI• fer .,yr . 11— hs er.•m° fa y I BC LL 0.0 PSF HC—ENG AK/WHK AN Irw COMPANY ny IWO to .calla [ro VW, In confor.•nc0 al. ANSI/TPI 1. er for Mro 0. +t m.n., a.11.a.....r..•.. or arca+,., AI• 6....... 666 • G\ TOT . LD . 37.0 PSF SEQN — 968076 An.. a M anl.dl. an8 er ..wr 1-0..I IK InG ttl. OrMlrq. In°I.a.. e.OPtenee N roNblMel erq lnMrl pM.1.... cy wlely t 1..189 M.M. Tt. wlteelllty •^° N.. .f NI• Cfe. 4 TO, eny etfuttYH I- ONAL N I(yr- DUR. FAC. 1.2524COLairQ]%v Dr.. SNUr ISO r..pen•I.Illay of w r•II..IO D-19—Per ANSI/TPS T Sec.:. Or . }293) FLCOAFD 278 Fer onruM .) °on•°ro .° ALPINE:wTPI. eapn+.rp. RCA: ey MICC: . .e SPACING 24.0" JREF- 1VPY6384Z24 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. A - - —v - cca. Lnl pr.c5 -ucn aLveet Kesloence -- olu cast Dtn btr - GO ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP H2 DL=4.2 psf. GCpi(t/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MWFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions. Bottom chord checked for 10.00 psf non -concurrent live load. L'' -O-Q irm3-0-0 Over 3 Support R=191 U=314 W=8" RL=191 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=63 U=143 9-3-9 1-7-1 R=50 U=20 8-0-0 Design Crit: FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 15. QTY:12 FL/ -/4/-/-/R/- Scale=.5"/Ft. WARNING(— READ AND FOLIA ALL NOES ON THIS DM/INGI 11"ITAIR•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t ' TC LL 20.0 PSF REF R6384- 18430 Trw,., r..ulre P tr..p t.rD In f..r lc.[InW, n.M11,q. ,nlppinR. In ,.111,q .ne Dr.e.nW. Rofer to .. .11 r Wcs1 IWu. a1 q cD.ponont s.re,y Inn,wt— Dying .ne OCA) nr urar p,.etlm PrI : O' DB = Po. ror.lnp a 'Ina. TC DL 7.0 PSF DATE D4/1B/16or..nDum,. ue,• are Pr..1.. teopo,.ry D ee.p pe, WCs( IA, w oa.e o top ene,0 ,n.n"m.o praper,•,.tucne. aruetur.l nn..tnl.q .,n m,aw cera wI1 1,.vo . •roper ly .cu W1e te,1lnD Lec.tlon, fer perwmn, 1.aer.I ,• .,n, .f wD. n....—IM.......w ne ICS eDt1.n. WDa DT ., . Io.DI..pp1R co n f.ee i BC DL 10.0 PSF DRW HCUSR6384 16109233 a p0 I PI.a`e or t,.,..ro ,e,1a.e ..ne.,..D.W J.a D.a..1.. e„ no m,.,w. R.r.r or.:I-. ,e0A.: re .a.nw 0 PI.,.., T O @ BC LL 0.0 PSF HC SSB/DF AN n'w COMMNY A.p.— —1». Alpino .., ... of 1n W..- t co,.ponent. ereup ,m w.11 mt m ,..po.•1De. ..r wy IpP. ,m ne: Dr......:.v A_. to mn0 am tr.., 1n pmnrwnee .tan ANslnnl L er nr n.wL p .nipp.nW. n,ul I.t1on t Dr.e.nq or cru„e,. A w.1 on LA 1. 0r•e1” .. p•„•r1- 1F p•r n•tlnD uI• Wrwllq. 11,WIe•s•• A 11 6 ` TOT. LD. 37.0 PSF ENG SEQN- 880792 er R..K. Dr pnnwl.L1 .glr••p•n•IDI1 icy wl•ly nr tlw Ww IWn •m•n. 1M wl...I 1 Ity •M uw .f Y,1• erw1.0 Far any •Cr,Iptpn IR"W wyrs/ A1p t DUR 1JOULT1COn T DF,SWIc I$0 re•poe•1D1 uty or tn. wumnW D..Iorr wr ANSI/TVI T S.e.2. FAC . 25 CTIMED FT, 32837 FL COA 00 279 F., ear. Inr 1m ani, DD•. D ALPINE w..1P.m I—ea `TP1 .w , Wn•r• - We .m tme .• .Iw.w: Ad. tpm,c.org, WTG: "w. I..W.try ICG IeeYf. e,0 SPACING 24.0" JREF- 1VPY6384Z24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. vca. GnlCl IJr 13e5 -uL- zxLreer neslaence -- Olu cast otn Jtr - I.T ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 DL=4.2 psf. GCpi(t/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MWFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Bottom chord checked for 10.00 psf non -concurrent live load. PLT TYP. Wave A_L PON19 AN ITW COMPANY 240D L41t Orange Dl . Suit ISO Orlm'O.FL 32577 R=-13 Rw=46 9' 1101 B-5-9 R=10 Rw=29 U= 8-0-0 2X4 (Al am— L'i 1-0-0 ber 3 S pports R=148 U=316 W=6" RL=112 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=2096(096)/10(0) 15, NAMING (•• HEAlmDAFOLIA ALL 01101713 ON THIS D IIIIGI 1VpEFANE•• FURNISH THIS DRAWING TO ALL COMNACT01111 INCLUDING THE INSTALLERS. lrww> raqu.ro o n f•Dr.cN ,nq, n•,bll,q, Mlppinq, t•Illnp • nqtl. R•f•r t fi t •a a.an ofrWtsle( Wu.m nq Coiya.rnt SAfoty Ino aou . .y TPI oro nCA) for .•fat, pr•euoporforonqtImunaroUu$1 Ilrovlo• ta•p•r•ry a e.19 p•r SCSI 1..u•> Mt•a I 1IPcnorpwM,W pr•poorni M• [•errs >tr.Ct r•1 oro n11q oro m v rota > . proper iy a ..... nn11 Lat•t.on> > trot por.•.rntul .1 oo-c> el•0 1 • led0Tarp/0. 11 ppuuala Apply Ill uat cn'f.e• If trw••.I.Ohpe•.a.en . •how. •trr rotJo rat Dou.l>. rol >• rotoa other..>• Rotor to arm np> 160A-2 ror I—— plata Ilw.tl•n. Alp.nn. • ......en a 11W Wl minp C•.ponane. croup I- -h roc a r•>Paa•lal• f any aw l•tlon r r.p, Illy f•.luro to Wild lro -1%1 .n CanrGI—Ma lith ANSI/TPI 1, or for h•rollnq. Mlpplp, muluuan t ar•u rap ar tru»aa w1 an N1. arwlrq er eMr pa0. II.tIne N1. 0-1.g. ISO Ie K.. •.."p—dea .f p_r_.._l a, I_, I.panslal llty -Illyfar ala —10. analon. Th. .Nlt.alllty .rla w a Ulla a'—Ing ft, Illy atFuetur• 1. a•pan•Ia tllq a1 — lk.. ...a D••Igror par ANSI/TPI 1 Sae 2 For sora .nrorut.on .. Joel'. Do—. rota. Ilona oro troa. aae •Ica•: ALPINE- — IP - ....do. TPI wM tplrot Orn. PTCA wra.•mlro ry.e . ICC .•I•.srq H, w QTY:12 FL/-/4/-/-/R/- of ••; I - i, TC LL 20.0 PSF 08 1 s S TC DL 7.0 PSF BC DL 10.0 PSF 0 Q BC LL 0.0 PSF I •,.0 ' TOT.LD. 37.0 PSF DUR.FAC. 1.25A ciNG TIS SPACING 24.0" 04/19/2016 Scale=.5"/Ft. REF R6384- 18431 DATE 04/18/16 DRW HCUSR6384 16109234 HC -ENG SSB/DF SEQN- 880793 JREF- 1VPY6384Z24 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification X16-1658 SANFORDPermit # OAR'N' Project Location Address Form 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.floridabuildin4.or4. 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 Thermatru 6'8" Exterior Door FL# 15225.5 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung Eastern Arch System Series 1441 FL# 14604.3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 r_3 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Certainteed Vinyl Soffit FL# 13389.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Owens Corning Weatherguard FL# 10674.1 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Southeast Metals SEMCO Off -ridge vents FL# 16994.1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal S. 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 —42 -- Applicant's Name 'C-4-4_ +_1 O L4 Please Print) June 2014 Page 1 of 3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickworwbldgconsulta nts.com Vivian Wright rickw@rwbidgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. OO Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Method 1 Option A 06/13/2015 06/28/2015 7/7/2016 ra s& Nvamvntd SCIS Home I LOU In I Use, Registration Not Topics I Submit Surcharge I Stats & Fact ( Publications I FOC Staff I SCIS Site Map I Links I Search I Busines Product ApprovalProfessl®bIi Regulation Product Approval Menu > Product or Applkatbn Search > Application List > Application Detail FL # FL15225-113 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickworwbldgconsulta nts.com Vivian Wright rickw@rwbidgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. OO Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Method 1 Option A 06/13/2015 06/28/2015 7/7/2016 Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R3 C CAC 15225.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.1-68.Ddf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 Il INST 15225.1-80.Ddf Door Products Direct to Masonry) for Installation FL15225 R3 11 INST 15225-68M.Ddf Instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes FLIS225 R3 AE EVAL 15225.4-68.Ddf Evaluation Reports FL15225 R3 AE EVAL 15225.4-80.Ddf FLIS225 R3 AE Eval 15225.1-68.Ddf FL15225 R3 AE EVAL 15225-68M.Ddf FLIS225 R3 AE EVAL 15225.1-80.Ddf FL15225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R3 C CAC 15225.2 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FLIS225 R3 II INST 15225.2-68.Ddf 15225-68M (6'8 Door Products Direct to Masonry) for FL15225 R3 11 INST 15225-68M.Ddf Installation Instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.2-68.Ddf FLIS225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and-Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15225 R3 C CAC 15225.3 NAM[ certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (61 Door Products), INST FLIS225 R3 II INST 15225.3-68.Ddf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 II INST 15225.3-80.Ddf Door Products Direct to Masonry) for Installation FLIS225 R3 11 INST 15225-68M.Ddf instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "J" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.3-68.Ddf Benchmark Door Panels.) FL15225 R3 AE EVAL 15225.3-BO.odf FLIS225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and Benchmark by Therma-Tru" 6/8 and 8/0 Opaque and Glazed Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLIS225 R3 C CAC 15225.4 NAMI certs.Ddf Approved for use outside HVNZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.4-68.Ddf 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 II INST 15225.4-80.Ddf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M.Ddf Instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.4-68.Ddf FL15225 R3 AE EVAL 15225.4-80.Ddf FL15225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.5I e. "Smooth -Star" and "Benchmark 16/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing 7/7/2016 Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15225 R3 C CAC 15225.5 NAM[ certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (6'8 Door Products), INST F1.15225 R3 II INST 15225.5-68.Ddf 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.5-80.odf Door Products Direct to Masonry) for Installation FL15225 R3 II INST 15225-68M.odf instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of ")" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.5-68.Ddf Benchmark Door Panels.) FLIS225 R3 AE EVAL 15225.5-80.Ddf FLIS225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R3 C CAC 15225.6 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and FLIS225 R3 II INST 15225.6-68.odf 15225.6-80 (8'0 Door Products) for installation instructions. FL15225 R3 II INST 15225.6-80.odf Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.6-68.odf FL15225 R3 AE EVAL 15225.6-80.0 Created by Independent Third Party: Yes Back Nest Contact Us;: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850,487-1824 The State of Florida Is an AAfEEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public: records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M_ Credit,s Safe - securityr writ. 7/7/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Bound of Professional Engineers Ccrtificale of Amhorisriion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Thermo Tru Corporation Smooth -Star" and "Benchmark by Therrna-Tru" Exterior Exterior Door 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ & w/o Sidelites Doors Assemblies Edgerton, 01-143517 Inswing / Outswing Phone 419.298.1740 1 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. 8 Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tri Corporation, based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Dept. of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Wood screws shall be installed following Installations instructions of ANSI AFBPA NDS 2005. All other fastener types to be installed following fastener manufacture's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL -15225.5-08. 5. Where shims are used, they must be a 'rigid / stiff material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-68 require further engineering analysis by a licensed engineer or registered archilec Supporting Documents: 1. Test Report No. ETC -01-741-10702.0 ETC -01-741-11008.0 TEL 01460147 2. Drawing No. No. FL -15225.5-68 Calculations Product Anchoring Buck Anchoring PF 1208 Test Standard ASTM E330-02 / TAS 202-94 ASTM E330-02 / TAS 202-94 ASTM E330-02 / E1886-02 / E1996-02 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. e Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 t 2/20/2012 JUN 13 2016 IHERMAITRU 0 THERMA TRU DOORS 1 18 INOYSTNIAI DO.. E0091R0N. ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6W SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2010 Ronda k4dug Code (FBCI excpKling the Wo velocity Hurricane Zone•. See the C tilicotion Agency Certificate for sloes. specifications and ratings. 2. Product anchors shall be as Ihted and spaced as shown on details. Anchor embedment to c base material shall be beyond wait dressing. stucco, foam, brick and other wag / 3. Wood screws sham be installed following installation IrshTrctiors of AP6l/ AF&PA Ag other fastener types to be installed following fastener manufachrreh rrstdo irshudiorn. 4. Fastener embedment depths, edge distances and center -center distances specified by the fastener rnomdocheer but in no instance shall they be less this drawing. 5. Where shins ore used, they mug be a'iigid / sfiff material that compiles requirements of the 2010 FBC. 6. Positive and negative design presaue requirements for use with this draw determined by others for specific (obs in accordance with the governing 7. Site motions not covered by this drawing are subject to further engineering TABLE OF CONIEMS SHEET DESCRIPTION 1 Typical elevations presarres & general notes 2— Bycka 3- am o 4 T ! :lame a & bit of motefth aria ntd & verticol cross sections Estical cross seclfors the 8 8 6 8 8 8 0ou8LE W/ SrOEt RES Oxxo MAX DESIGN PRESSURE 55.0 -55.0 nl DO& be as shown in 4 3 0$ s 3 be 37-V MAX. OVERALL WIDTH KA KA 1 1 1 1 SDICLE x MAX DESIGN PRESSURE 67.0 -67.0 74-W MAX. OVERALL WIDTH 1 2 3 S 3 5 106-V MAX. OVERALL F AW WIDTH 1 2 3 s s s 11 1 1 1 1 1 It_il It -y It 1 t_i I 1 I 1 1 1 1' 'I 1 I I' '1 I 1 1 I I 1 1 1 1 I I 1 8 8 6 8 8 8 0ou8LE W/ SrOEt RES Oxxo MAX DESIGN PRESSURE 55.0 -55.0 nl DO& be as shown in 4 3 0$ s 3 be 37-V MAX. OVERALL WIDTH KA KA 1 1 1 1 SDICLE x MAX DESIGN PRESSURE 67.0 -67.0 74-W MAX. OVERALL WIDTH 1 2 3 S 3 5 OOURE xx MAX DESIGN PRESSURE 55.0 .55.0 M MAX eOVMALL WIDTH ee-1123 3 S S SWAE W/ srotvres oxo MAX DESIGN PRESSURE 40.0 -40.0 53.00^ MAX. OVERALL WIDTH 2 3 1 S S SINOLE W/Snoaa ox MAX DESIGN PRESSURE 40.0 -40.0 LOCK HARDWA!! MSG A SERIES KWIKfR SMNAIUR! uluS IArCH KWIKS[fwNANR! fEMlf I!0 09MM Lr 2/21/12 i N.T.S. 4 Or. JK m' or LFS 3 W 110.1 15225.5-68 `= L arm 11 1 1 1 1 1 It_il It -y It 1 t_i I 1 1 1' '1 1 1 1 1' 'I OOURE xx MAX DESIGN PRESSURE 55.0 .55.0 M MAX eOVMALL WIDTH ee-1123 3 S S SWAE W/ srotvres oxo MAX DESIGN PRESSURE 40.0 -40.0 53.00^ MAX. OVERALL WIDTH 2 3 1 S S SINOLE W/Snoaa ox MAX DESIGN PRESSURE 40.0 -40.0 LOCK HARDWA!! MSG A SERIES KWIKfR SMNAIUR! uluS IArCH KWIKS[fwNANR! fEMlf I!0 09MM Lr 2/21/12 i N.T.S. 4 Or. JK m' or LFS 3 W 110.1 15225.5-68 `= L arm Sa MASONRY OPENING 2X BUCK 4' 4- 1 4 1 TYP. HEAD BS TR MULLIONMUWON 1 REFERENCE I I SHOWN FOR 1 MULLION 1 TMP• II REFERENCE 1 SHOWNFOR J 1 I 1 REFERENCE IIEAJAMBS0II SEE NOTE 1 1 II II II II ASTRAGAL II II 1 SHOWN FOR II II 1 REFERENCE II II 1 II i II w II MASONRY 2X BUCK MASONRY OPENING 2X BUCK o a t 01,LT 4- —{-1 1 4 - II I II MUWON 4 II SHOWN FOR TYP „ REFERENCE HEADII JAMBS SEE NOTE 1 II II II II II II II 1 r -L MASONRY OPENING 2X BUCK o 1. 1/4' Sc+o Concrete screws anchodw 2c buck require a minimum 1'dearoncetomasonry edges, a 1-1/4'mirwnum embedment and a minimum 4 -clearance to odpcent concrete screws. Substitution of equal concrete screws fmm a different aVpffer may have different edge distance and center datonce requirements. Concrete screw locators at the Comers, at nwlUon locatio% and of asNogal locations may be o*Wed to maintain the mtrdmum edge distance to mortar Joints. N concrete screw locators noted as' MAX. ON CENTER" must be adryated to maintain the nstrdmum edge distance to mortar joints, additional concrete screws may be required ro ensure the mmdmum on center dimension is not exceeded. k*IF— f=iu.7 4 Eel oNSI 4- —1--1--1 4- II rs I II I) MUlL10N I I 4 11 SHOWN FOR II TYP II REFERENCE I) HEADII I) JAMBS II SEE NOTE 1 II lr II II I II MULLION II SHOWN FOR II II REFERENCE II II II II II II II MASONRY OPENING 2X BUCK 1 F— 4' o O V 2121112 2 N.T.S. o i er JK m sm LFS ? w wo: a 15225.5-68 a r 2 a 6 .", 1 4 1 TYP. HEAD BS TR SEE NOTE 1 1 SHS OR REFERENCE 1 1 1 1 1 MASONRY OPENING 2X BUCK o a t 01,LT 4- —{-1 1 4 - II I II MUWON 4 II SHOWN FOR TYP „ REFERENCE HEADII JAMBS SEE NOTE 1 II II II II II II II 1 r -L MASONRY OPENING 2X BUCK o 1. 1/4' Sc+o Concrete screws anchodw 2c buck require a minimum 1'dearoncetomasonry edges, a 1-1/4'mirwnum embedment and a minimum 4 -clearance to odpcent concrete screws. Substitution of equal concrete screws fmm a different aVpffer may have different edge distance and center datonce requirements. Concrete screw locators at the Comers, at nwlUon locatio% and of asNogal locations may be o*Wed to maintain the mtrdmum edge distance to mortar Joints. N concrete screw locators noted as' MAX. ON CENTER" must be adryated to maintain the nstrdmum edge distance to mortar joints, additional concrete screws may be required ro ensure the mmdmum on center dimension is not exceeded. k*IF— f=iu.7 4 Eel oNSI 4- —1--1--1 4- II rs I II I) MUlL10N I I 4 11 SHOWN FOR II TYP II REFERENCE I) HEADII I) JAMBS II SEE NOTE 1 II lr II II I II MULLION II SHOWN FOR II II REFERENCE II II II II II II II MASONRY OPENING 2X BUCK 1 F— 4' o O V 2121112 2 N.T.S. o i er JK m sm LFS ? w wo: a 15225.5-68 a r 2 a 6 .", 13,10 P nVN O C' IV E. F6.§ 3F-F-1 WEW C'-'CSINGLE DOOR I I 1 I I" MULUON I SHOWN FOR REFERENCE J TYP. 1 A W/2x BUCK INSTALLATION N/ O e W/1x BUCK INSTALLATION t TYP. HEAD A JAMBS o SEE NOTE 1 _ W/2X BUCK INSTALLATION SEE NOTE 1 TYP. HEAD k 13,10 P nVN O C' D. E. 6 WEW C'-'CSINGLE DOOR W/SIDELfTES 1 F -f -H-63 8• L 8• J TYP. 1 TYP. 13,10 P nVN O C. of IN A• 6' PAIRS 30 1 F -f -H-63 8• L 8• J TYP. 1 TYP. N/ MULLION NSTAL& N SHOWN FOR REFERENCE o p ST B - STAL1AUCK TION W/2X BUCK INSTALLATION T c TYP. HEAD k W/1X BUCK INSTALLATION y is g13 SEE NOTE 1 o Y^ _ v wit N n N a O i-` 0 SEE DETAIL '4- c I SEE n DEfAfL NEE OTOTE 1 1 1 T- 7 C. v VIEW 'E'- E' VIEW b•_b• sum y o Timm oonvAmm rants OM MW Iso OW. Au. sGm lr toot .W W ooraz=w) ry NOTES: 1. VC IIW concrete screws anchoring frame and/or sM require a mWmum 2-1/2" clearance to masorvy edges a 1-114mWmum embedment and a mhlmum 3-dearonce to odjocent concrete screws. Sutton of equal concrete screws from a different suppffer may have different edge distance and center distance requirements. Concrete screw bcabons at the comets, and at mulQon bcatiorm may be adjusted to mafrntalrn the mWmum edge distance to mortarMhfs. If concrete screw locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar Joints, additional concrete screws may be required to ensure the ma*num on center dimension is not exceeded. 2. 3/16' ITW concrete screws anehoMg home and/or sg require a n*dmum 2-&T clearance to masonry edges, a 1-1/4 msnimum embedment and a minimum 2-1/4 clearance to adjocent concrete screws unless otherwise noted by concrete screw monufachxer. a- f.M ldeQfe is direct set Into the jamb wtth (12) N8 x 2' p1h. wood screws. there are (4) at each vddkxdWb. from the top drnm at 13.5' 31' 48.5 6 66' there ore (2) at the heoder of 4 from l;;Z& hide comers of the home. there are (2) at the A 4" from ft outside comers. C4• .ppnonal saeate consmrcnon with stapkm side6te Is direct set Into the jamb with (4) 74; X Z IAj 16 ga. staples along each jamb (6' from ends and equally spaced fhereafter). a9 N - O A AMr A• 6' 1 F -f -H-63 8• L 8• I II N/ MULLION NSTAL& N SHOWN FOR REFERENCE o p ST B - STAL1AUCK TION W/2X BUCK INSTALLATION TYP. HEAD k W/1X BUCK INSTALLATION y JAMBS OU SEE NOME I - TYP. HEAD h JAMBS SEE NOTE 1 I - SEE NOTE 1 - 1 N 16 SEE - SEE DETAIL 't OETAlL '2' S b' A' SINGLE DOOR W/SIDELITE 9' A' SINGLE DOOR W/2X BUCK 2INSTALLATIO W/1X BUCK it INSTALLATION SEE NOTE 2 DETAIL "2' W/2X BUCK 2 IN W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL 'I' z zF) u° MM 2121112 °z_ ewN.T.S. ° s. J DM or A m Tsar er LFS a DFAMM M)- FL- 15225.5 -68FL -15225.5-68 u PW 3 v6.", I C' 6. L 3s J 3. 6 T-" c NEW C'- C' N t I I SEE NOTE 3 1 _ B 10 X 1-3/4- PFH W000 SCREW SHEET 3 SEE DETAIL 3' C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 314' LG. PFH WOOD SCREW (Hinge to Frame STEEL ASTRAGAL) u MULLION-/ STEEL 3 8 x 2-112' LG. PFH WOOD SCREW SHOWN FOR 8 SHOWN FOR 4 1/4' x 2-314' PFH ELCO CONCRETE SCREW STEEL REFERENCE REFERENCE STEEL 9 ONLY 9 STEEL 11 311 6 x 3-1 4 ITW PFH CONCRETE SCREW U SEE NOTE I 12 1 4 x 3-1 4 1TW PFH CONCRETE SCREW SHEET 3 16 CONCRETE 16 Q 16 20' v 12 5 U 5 o EJ STEEL a INS-'n$H PAIWoRS30 `^ of A' n -14 $ N TYP. 3- 13• 6• ' INSTALLATION W/2X BUCK I 7 SEE DETAILINSTALLATION ., NSTA BUCK AW/1 X BUCKINSTALLATIONlQs1Wyi - r W/1 X BUCK a o U fiTYP. HEAD H N x gy- G4q INSTALLATION EE NOTE 1 & JAMBSN SHOWN FOR HADA & SHEET 3 0 - REFERENCE 0 SEE NOTE 1 Gj U SHEET 3 SEE c SHEEP TE I Q SEE Sax qSHEET 1- DETAIL '4' ' DETAIL c 2EE 10. 1a o I 16 16 0 + a NOTE 1 " 5 5 n SHEET 3 - - _L mT— A' tl VIEW E' -E' DOUBLE DOOR VIEW m W/ wame O WUAM ASMOM am Am (w AIL s011r m ww me aoaesloe) W/2X BUCK 2 INSTALLATION Item c NEW C'- C' N A A STEEL INS-'n$H PAIWoRS30 `^ of A' n -14 $ N TYP. 3- 13• 6• ' INSTALLATION W/2X BUCK I 7 SEE DETAILINSTALLATION ., NSTA BUCK AW/1 X BUCKINSTALLATIONlQs1Wyi - r W/1 X BUCK a o U fiTYP. HEAD H N x gy- G4q INSTALLATION EE NOTE 1 & JAMBSN SHOWN FOR HADA & SHEET 3 0 - REFERENCE 0 SEE NOTE 1 Gj U SHEET 3 SEE c SHEEP TE I Q SEE Sax qSHEET 1- DETAIL '4' ' DETAIL c 2EE 10. 1a o I 16 16 0 + a NOTE 1 " 5 5 n SHEET 3 - - _L mT— A' tl VIEW E' -E' DOUBLE DOOR VIEW m W/ wame O WUAM ASMOM am Am (w AIL s011r m ww me aoaesloe) W/2X BUCK 2 INSTALLATION Item DESCRIPTION Material A 10 x 2-112* PFH WOOD SCREW STEEL B 10 X 1-3/4- PFH W000 SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 314' LG. PFH WOOD SCREW (Hinge to Frame STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-112' LG. PFH WOOD SCREW STEEL 4 1/4' x 2-314' PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 TIAA1 PFH CONCRETE SCREW STEEL 11 311 6 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 1TW PFH CONCRETE SCREW STEEL 13 MASONRY - 3 192 PSI MIN. CONCRETE CONFORMING TO ACf 301 OR HOLLOW BLOCK CONFORMING TO ASPM C90 CONCRETE 16...U.4'X 2-1 4 PFH 17W CONCRETE SCREW STEEL 20' HEADER JAMB 4.656 X 1.25 THERMA-TRU SUGAR PINE SG >- 0.34 WOOD 1 3 4 .• K. PRESSURE TREATED SIDELITE PAD WOODEJ12cX1X25GA. CORRUGATED FASTENER STEEL t;J7 r- W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 1 W/1X BUCK 11 DETAIL 'I • INSTALLATION SEE NOTE 2 SHEET 3 DETaL '3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 1 N.T.S. or JK er LFS 15225.5-68 4 a, 6 2-1 /r MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE — fryp.j (TYP-) ix BUCKJ d INTERIOR EXTERIOR HEAD JAMB To 1. WbO.* mwftotown 0 Zeno r--, -*$ a C" SUCK INTERIOR igT 0 A EXTERIOR v MAk SW SPACE 1 INTERIOR EXTERIOR HEAD JAMB To WOW k. 1'4 -' Ins%*Q **" SUCK INTERIOR INTERIOR EXTERIOR I"MIN. FROM I'MIN. FROM MASONRY EDGE MASONRY EDGE TMP I (TYPI) gTIt 2x EIUCK p INTERIOR EXTERIOR HEAD JAMB Tube ftm 0.17MR C -SINK 025*MAX SHIM SPACE 1.151MIN. Be. rS""\ VERTICAL SIDE JAMB s To .d k. kowing*town 35A' ck: WAL N.T.S. Dm PP. JK am on LFS FL -15225.5-68 ow -5 a_6_ 0 EXTERIOR v MAk SW SPACE 1 EMS. 12S MIN. EMS. n?. 1'4 -' VERTICAL SIDE JAMB TO 2, R00'a hrwing Oiown INTERIOR EXTERIOR I"MIN. FROM I'MIN. FROM MASONRY EDGE MASONRY EDGE TMP I (TYPI) gTIt 2x EIUCK p INTERIOR EXTERIOR HEAD JAMB Tube ftm 0.17MR C -SINK 025*MAX SHIM SPACE 1.151MIN. Be. rS""\ VERTICAL SIDE JAMB s To .d k. kowing*town 35A' ck: WAL N.T.S. Dm PP. JK am on LFS FL -15225.5-68 ow -5 a_6_ a 2-1 /TMIN. FROM 2-1/TMIN.FROM f MASONRY EDGE MASONRY EDGE + rYP.) (rYP.) 1 VERTICAL CROSS SECTTON 6 ft*ty —Won - 2 -1 rr MIN. FROM onfip on- 2-I/T MIN. FROM2-1/T MIN. FROM f MASONRY EDGE MASONRY EDGE i1P.) PP.) 2 VEMCAL CROSS SECTION 6 whwtng oonNgunlion 2-1/7' MIN. FROM 2.1/2" MIN. FROM MASONRY EDGE MASONRY EDGE PP.) (n'PJ S VERTICAL CROSS SECITON b 0.t-tV oonf —Ibn 1 12 2-1/7•MIN•FROM 2-1/2"MIN.FROM MASONRY EDGE MASONRY EDGE FYP.) (rYP.) r3 -'N VERTICAL CROSS SEMN 6 EXTERIOR INTERIOR Moo 2-1/7'MIN.FROM 2-I/TMIN. FROM MASONRY EDGE MASONRY EDGE. TYP.) (rYP.) VERnCAL CROSS SEMONCROSSSEMON 6 Ou%mv oonRgwotlon e LLIJ r-1 a o c u 2121112 i N.T.S. or 7K- 15225.5 68 K' 15225.5-68 c r 8 or 6 2-1/2"MIN.FROM 2-1 /7' MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) rYP.) 141 VERTICAL CROSS SECTIONj ` 6' Insw4+0 cordtguelbnCt r •_ tv 2-I/T MIN. FROM2-1/T MIN. FROM f MASONRY EDGE MASONRY EDGE i1P.) PP.) 2 VEMCAL CROSS SECTION 6 whwtng oonNgunlion 2-1/7' MIN. FROM 2.1/2" MIN. FROM MASONRY EDGE MASONRY EDGE PP.) (n'PJ S VERTICAL CROSS SECITON b 0.t-tV oonf —Ibn 1 12 2-1/7•MIN•FROM 2-1/2"MIN.FROM MASONRY EDGE MASONRY EDGE FYP.) (rYP.) r3 -'N VERTICAL CROSS SEMN 6 EXTERIOR INTERIOR Moo 2-1/7'MIN.FROM 2-I/TMIN. FROM MASONRY EDGE MASONRY EDGE. TYP.) (rYP.) VERnCAL CROSS SEMONCROSSSEMON 6 Ou%mv oonRgwotlon e LLIJ r-1 a o c u 2121112 i N.T.S. or 7K- 15225.5 68 K' 15225.5-68 c r 8 or 6 Florida Dep ivotd Busines Professi P n -al Regulation I Cr Professional •-I r SCIS Hone I Log In ! User Registration I Hot Topics j Submit Surdw ge I Stats IN Facts I Publications FBC Staff 1 SCIS Site Map I Links I Search , Product Approval USER: Public User PrpAuR Aparnal Menu > Frotluet or Applicatlon Search > Application List > Application DetaB FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards FU4604-R3 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 800) 432-2204 Ext 4314 thoard@easternmetal.com Timothy Hoard thoard@easternmetal.com Timothy J. Hoard 10030 Bavaria Road Fort Myers, FL 33913 800) 432-2204 Ext 4314 thoard@easternmetal.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard AAMA 506 HAMA 506 AAMA/WDMA/CSA 101/I.S.Z/A440 ANSI/AAMA/NWWDA 101/I.S.2 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E1996 TAS 201 TAS 202 TAS 203 Year 2006 2008 2005 1997 2002 2005 2005 2002 2006 1994 1994 y19t94 i 1 1.-a 'f Tr .• L JUN 13 2016 :1 u': I Certified By Product Approval Method Method 1 Option A Date Submitted 10/30/2014 Date Validated 06/05/2015 Date Pending FBC Approval Date Approved 06/14/2015 Summary of Products FL * Model, Number or Name Description 14604.1 Series 1000 Non -Impact Aluminum Series 1000 Non -Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAC N1006177.01-R4-sianed.Odf Approved for use outside HVHZ: Yes FL14604 R3 C CAC NI006177.02-R2-sioned.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/30/2020 Other: Installation Instructions R3 11 08-02477.OdfFL14604 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 513233.odf Created by Independent Third Party: Yes 14604.2 Series 1431 Non -Impact Vinyl SH Series 1431 Non -Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAG N1010607-R2-sianed.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2019 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-48" H-72" FL14604 R3 11 08-00556B.Ddf Max. Vent Size: W-44.38" H-35" Glazing: 3/4" Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510945.odf Created by Independent Third Party: Yes 14604.3 Series 1441 Non -Impact Vinyl SH eries 1441 Non -Impact Vinyl SH Flange Flange Lim Certification Agency Certificate Approved for use in HV : o FL14604 R3 C CAC N1010813-R2-sianed.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-54" H-72" FL14604 R3 Il 08-OOSSBB.odf Max. Vent Size: W-50.38•' H-35.13" Glazing: 3/4" Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E. 61514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510947A.odf Created by Independent Third Party: Yes 14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R3 C CAG N1012533-Rl-sioned.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2017 Design Pressure: +50/-50 Installation Instructions Other: Configuration: O/X Max. Frame Size: W-48" H-72" FL14604 R3 II 08-00562B.odf Max. Vent Size: W-44.25" H-35" Glazing: 3/4" Overall Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Laminated IG Created by Independent Third Party: Yes Evaluation Reports FL14604 R3 AE 510951.odf FL14604 R3 AE NOA 14-0423.1r71PDF Created by Independent Third s 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange 01 13 20160 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI010813-R2 08/18/2011 Structural Eastern 1783-1 08/05/2014 To verify that the "Notice of Product Certification" is valid, please visit www.NAMiCertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series 111441" Vinyl 10030 Bavaria Road Single Hung Window w/Flange Ft. Myers, FL 33913 Configuration: O/X Glazing: Insulating Glass (Annealed) Frame: W-1359mm(53.5") H- I 829mm(72") Sash: W-1280mm(50.38") H-892mm(35.13") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 H -R50 1359 x 1829 (54 x 72) Product Tested By: Architectural Testing, Inc. Report No: 66896.07-109-47 Expiration Date: April 30.2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 i " JUN 13 2010 h:'' NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9 SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS OESCRIPTION DATE APPRO/Ep MANUFACTURER'S NAME CHANGE 03/04/09 R.L. REVISED PER NEW CERTIFICATION 08/20/14 1 R.L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8 CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE. STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED. 08/21/2014 Eastern" . l° FNIOW1RTAt 4wR+ LO I ~ .o``s. aVf° n> snam. an r,•v GENsa. i 0 5 *= SERIES 1441 VINYL SINGLE HUNG 54 X 72 NOTES O E OF ; i/,s f-4ORIOT' G 1 l TABLE OF CONTENTS REV SHEET NO DESCRIPTION 08- BOF 1 NOTES o •'a3 SckE NTS — 7/29/08 1 5 Gn - . 2 ELEVATION 3 - 5 INSTALLATION DETAILS REVISIONS OESCRIPTION DATE APPRO/Ep MANUFACTURER'S NAME CHANGE 03/04/09 R.L. REVISED PER NEW CERTIFICATION 08/20/14 1 R.L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8 CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE. STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED. 08/21/2014 Eastern" . l° FNIOW1RTAt 4wR+ LO I ~ .o``s. aVf° n> snam. an r,•v GENsa. i 0 5 *= SERIES 1441 VINYL SINGLE HUNG 54 X 72 NOTES O E OF ; i/,s f-4ORIOT' GoRAwN. owO NO REV 08- BOF B s o111111?\\`` SckE NTS — 7/29/08 1 5 53 1/2" MAX. FRAME WIDTH 40.C. 6- MAX. 6" MAX. MAX 6" MAXI 8" MAXI O.C. t 72" MAX. FRAME HEIGHT 32 1 MAX. D.L. 6" MAX. L48 1/2- MAX. D.L.O. --{ 2" 0 REVISIONS DESCRIPTION DATE APPROVEO MANUFACTURER'S NAME CwwGE 03/04/09 R.L. REVISED PER NEW CERTIFICATION 08/20/14 1 R.L SERIES 1441 VINYL SINGLE HUNG WINDOW EXTERIOR VIEW Lr 1 DESIGN PRESSURE RATING IMPACT RATING iff t50.OPSF NONE WOu •ArloaAor moo\\Eastern I ,.,,. 5 R.L o IV y y SERIES 1441 VINYL SINGLE HUNG 54 X 72 0 5 5 + ELEVATION p TATE 0 •&- GRAWN mic NO. 0850558 dNice' 1MI... srwLE i sS/SNA j1E G` DAENTS 7/29/08 2 OF 5 INTERIOR EXTERIOR O g10 WOOD SCREW BACKER ROD do APPROVED 1/4" MAX. SEALANT SHIM SPACE n."'--`4l`WOODFRAMING g MIN. Aor. • OR, 2X BUCK EMBEDMENTs BAY OTHERS C 1 VA VERTICAL CROSS SECTION LST WOOD FRAMING OR 2X BUCK INSTALLATION T .1 f Y V) NOTES: I.,INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2.•PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION WO, Eastern w`... I CMV1RM RpIp IORI YYW. IOAMa1Q SERIES 1441 VINYL SINGLE HUNG 54 X 72 INSTALLATION DETAILS DRAWN: DwD ND A.M 08-00558 wuE NTS DATE 7/29/08 1 swu 3 OF 5 41 9Si i TAT 6EOf ;t, REv ii'Fs; B zll REVISIONS 1/2" MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. OR 2X BUCK 8 REVISED PER NEW CERTIFICATION 08/20/14 R.L. BY OTHERS 1 3/8" MIN. EMBEDMENT BACKER ROD do APPROVED 1/4" MAX SEALANT SHIM SPACE R10 WOOD SCREW 1 3/8" MIN. 1/4" MAX. rEMBEDMENT SHIM SPACE INTERIOR J 1/2" MIN. EDGE DISTANCE n O® 1lTL INTERIOR EXTERIOR O g10 WOOD SCREW BACKER ROD do APPROVED 1/4" MAX. SEALANT SHIM SPACE n."'--`4l`WOODFRAMING g MIN. Aor. • OR, 2X BUCK EMBEDMENTs BAY OTHERS C 1 VA VERTICAL CROSS SECTION LST WOOD FRAMING OR 2X BUCK INSTALLATION T .1 f Y V) NOTES: I.,INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2.•PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION WO, Eastern w`... I CMV1RM RpIp IORI YYW. IOAMa1Q SERIES 1441 VINYL SINGLE HUNG 54 X 72 INSTALLATION DETAILS DRAWN: DwD ND A.M 08-00558 wuE NTS DATE 7/29/08 1 swu 3 OF 5 41 9Si i TAT 6EOf ;t, REv ii'Fs; B zll REVWNS REV OESCRIPTION DATE APPROVED METAL A MANUFACTURER'S NAME CHANGE 03/04/09 R.L. STRUCTURE BY OTHERS 1/4" MAX. B REhSEO PER NEW CERTIFICATION 08/20/14 RL r SHIM SPACE APPROVED SEALANT U#10 SMS OR T— SELF DRILLING 3/8" MIN. SCREW EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR INTERIORMEN STRUCTUREIBY U 110 SMS OR SELF DRILLING SCREW BACKER ROD do APPROVED SEALANT 1/4" MAX F SHIM SPACE BYOTHERS VERTICAL CROSS SECTION v Z METAL STRUCTURE INSTALLATION r T "'NOT'ES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SNOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR i EXTERIOR BACKER R00 do APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Eastern fA •A 1p •Yi 00 11111111,,,, R r 9sii am.an GENS i 0 5SERIES1441VINYLSINGLEHUNG*• 54 X 72 INSTALLATION DETAILSE OF ; DRAWN orc NO A.M 08-00558 c" NTS PkTE 7/29/08 1 51"7 4 OF 5 BACKER ROD3/16" TAPCON k APPROVED REVISIONS 2 1/2" MIN. EDGE DISTANCE OPTIONAL 1X BUCK REV OESCRIPMN SEE NOTE 3 — 7 SHEET 1 A MANUFACTVRER'S NAME CHANCE CONCRETE/MASONRY CONCRETE/MASONRY BY OTHERS 8 REVISED PER NEW CERTIFICATION BY OTHERS e• 4. 4 1 1/4" MIN, OPTIONAL IX BUCK 2 1/2" MIN. e. EMBEDMENT ' 4 1 1/4" MIN. s ! SEE NOTES 3 - 7 E EMBEDMENTSHEET1 CONCRETE/MASONRY 1/4' MAX. BY OTHERS BACKER ROD SHIM SPACE 1/4" MAX. dt APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHIM SPACE SHEET 1 3/16" TAPCON 3/16" TAPCON IN 2 1/2- MIN. 10 EDGE C3 0 DISTANCE J O EXTERIOR INTERIOR BACKER ROD EX7 k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION BACKER ROD3/16" TAPCON k APPROVED SEALANT 1/4" MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 fCONCRETE/MASONRY BY OTHERS 4 ' e• z 7 2 1/2" MIN. 3 EDGE DISTANCE s ! VERTICAL CROSS SECTION E CONCRETEIMASONRYINSTALLATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS; NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. Q4 Aos •rteowtom EMBEDMENT Eastern fASTMWTAL •Y IOmOMVNM1101D r,:i.i i :.: moi:«: /101m•Oq SERIES 14415VINCY 72SINGLE HUNG INSTALLATION DETAILS DRAWN: OND NO A.M 08-00558 NTS JDATE 7/29/08 5T5 OF 5 DATE APPROVED 03/04/09 R.L. 08/20/14 R.L. L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers, FL 33912 Product Line: Series 1441 Vinyl Single Hung Window Engineering Evaluation Report Report No.: 510947A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00558 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.: ATI 66896.07-10947-R1 signed by Michael L. Mackereth Architectural Testing, York, PA AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure: t50.Opsf Water penetration resistance 7.5psf 3. Anchor calculations, report number 510947-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: 15O.Opsf Maximum unit size: 53 1/2" x 72• Maximum D.L.O.: 481/2' x 32 1/2" Units may be per ASTM E1300-04 This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. PVC profiles certified by AAMA Deceunick North America DEP-1 and VBP-2 Installation: Units must be installed in accordance with approval document, 08-00558 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 S 1 11I I I.0O 4-,TAT- 5OF .- s NA1, L, \ Luis R. Lomas, P;E. RL No62511 j, { 1 06/01/2015 i # JUN 13 2013 Page l of 2 p Rla fhnanrflpsttd SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats R Facts Publications FOC Stag SCIS Site Map Links I Search Busines ProdProfessi - al 0USER: uiApproval Regulation Protluet Approval Menu > ProAuet or Applirstbn Search > Application Lit > Appllwtlon Detail FL # FL13389-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer CertainTeed Corporation Siding Products Address/Phone/Email 803 Belden Road Jackson, MI 49203 517) 780-3185 neil.j.sexton@saint-gobain.com Authorized Signature Neil Sexton neil.j.sexton@saint-gobain.com Technical Representative Neil Sexton Address/Phone/Emall 803 Belden Road Jackson, MI 49203 517) 780-3185 neil.j.sexton@saint-gobain.com Quality Assurance Representative Ken Berkowitz Address/Phone/Email 750 E. Swedesford Road Vallye Forge, PA 19482 ken.j.berkowitz@saint-gobain.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3679 Year 2009 7/7/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/19/2016 Date Validated 02/19/2016 Date Pending FBC Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products IF I FL # Model, Number or Name Description 13389.1 CertainTeed Vinyl Soffit Vinyl soffit Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL13389 R3 II 2016 02 FINAL ER CERTAINTEED SOFFIT FL33389- R3.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +246/-76 Created by Independent Third Party: Yes Other: 1.) The design pressure noted in this Evaluation Reports application pertains to one particular soffit FL13389 R3 AE 2016 02 FINAL ER CERTAINTEED SOFFIT FL13389- R3.odfsystem. Refer to the ER Appendix for all systems and DP's. 2.) Refer to ER Section S for Limits of Created by Independent Third Party: Yes Use. Back Next Contact Us :: 2601 Blair Stene Read. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. faovrioM 2007-2013 State of Florlde.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you aro a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0® Credit Card Safe i .. 7/7/2016 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ojAuthorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 010040.12.09 -RS 803 Beldon Road, Suite 210 FL13389-R3 Jackson, MI 49203 Date of Issuance: 12/30/2009 Revision S: 02/19/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Vinyl Soffit Systems LABELING: Labeling shall bein accordance with the requirements the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 2 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facimille seal appearing was auttwWred by Robert Nieminen, P.E. on Oi/19/2016. This does not serve as an electronically signed document. Signedt sealed hardcopies have been transmitted to the product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: CertainTeed Vinyl Soffit Systems, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1404.9 Specification ASTM D3679 2009 3. REFERENCES: 6.4 Vinyl Carpentry'" Triple 3-1/3 Soffit T3-1/3 iniint Examination Reference Date ATI (TST 1588) Physical Properties Soffit Test Results 12/29/2009 ERD (TST 6049) Wind Resistance C30390.10.09 -R2 10/28/2009 ATI (QUA 1844) Quality Control QA Participation Letter Exp. 12/31/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers rigid polyvinyl chloride (PVC) soffits produced by CertainTeed Corporation in a variety of profiles and surface textures / colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations / Conditions of Use herein. All soffit panels herein are available in a solid or a vented configuration, and the performance limitations apply to both versions. The NFVA data pertains to vented versions only. Brand Product Profiles Thickness NFVA (in'/ft) CertainTeed Vinyl Carpentry' Ironmax"' Premium Soffit D5 0.046" 6.4 Vinyl Carpentry'" Triple 3-1/3 Soffit T3-1/3 0.044" 10.0 Vinyl Carpentry'" Universal Soffit T4 0.040" Full Vent: 5.9 Center Vent: 2.0 Vinyl Carpentry' Beaded Soffit T2 0.039" 1.0 S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Installations shall meet the minimum ventilation requirements of FBC 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 1. Limitations relate to critical 'negative (away from the soffit) wind load performance. Refer to Table 1 for all positive and negative allowable design pressures. 5.4.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.4.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. Exterior Research and Design, LLC. Evaluation Report 010040.12.09 -RS Certificate of Authorisation 09503 FL13389-R3 Revision S: 02/19/2016 Page 2 of 4 QOTRINITYIERD 5.4.3 Use of Appendix 1 is limited to enclosed buildings (GCp, = ± 0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7- 10 (Kr, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.4.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan - view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7-10. S S Ike O 0 ss 5.5 For existing substrates, the AM may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 Allowable design pressures, after a margin of safety has been applied, for the soffits in various attachment configurations are noted below. Performance limitations apply to both solid and vented versions. 5.7 All products in the wall assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 010040.12.09 -RS Cert7Jkote al Authodrodon #9503 FL13389-R3 Revision 5: 02/19/2016 Page 3 of 4 TABLE 1: ALLOWABLE DESIGN ISURESED 16" O.C. Span inch) Product Soffit Center Nailing Soffit End Nailing MDP (psf) Negative Positive Ironmax" Premium Soffit D5 N/A 30" O.C. 38 158 Triple 3-1/3 Soffit T3-1/3 N/A 10" o.c. 46 207 16 -inch Universal Soffit T4 N/A 12" o.c. 32 223 Beaded Soffit T2 N/A 6" o.c. 59 200 Ironmax'" Premium Soffit D5 10" o.c. 10" O.C. 51 246 Triple 3-1/3 Soffit T3-1/3 10" o.c. 10" o.c. 76 246 24 -inch Universal Soffit T4 12" o.c. 12" o.c. 50 246 Beaded Soffit T2 6" o.c. 6" O.C. 62 246 5.7 All products in the wall assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 010040.12.09 -RS Cert7Jkote al Authodrodon #9503 FL13389-R3 Revision 5: 02/19/2016 Page 3 of 4 QOTRINITYIERD 6. INSTALLATION: 6.1 CertainTeed Vinyl Soffit Systems shall be installed in accordance with ASTM D 4756 and recommendations of the Vinyl Siding Institute`, subject to the Limitations / Conditions of Use noted herein. 6.1.1 Unless otherwise noted in Appendix 1, fasteners for are limited to IX" long x 0.125" shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted in Appendix 1, nails for channel and soffit securement shall engage stud framing members. 6.1.3 The wind load performance worksheets in Appendix 1 are not applicable to use of F -channel that is field - fabricated from 1 -channel. All F -channel shall be prefabricated parts. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. S. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing (QUA1844); (717) 764-7700; www.archtest.com/vsi THE TWO (2) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - D4756-15, Standard Proctice for Installation of Rigid Poly(Vinyl Chloride) (PVC) Siding and Soffit, Q ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinvisidine.ora. Exterior Research and Design, I.I.C. Evaluation Report 010040.12.09 -RS Cert(Jrmte of Authodrodon #9503 FL13389-113 Revision 5: 02/19/2016 Page 4 of 4 TitIJTY ato EXTERIOR RESEARCH DESIGN, LLC. Certificate of Authorization #9503 Robert Nleminen, PE -59166 CERTAINTEED SOFFIT ER C10040.12.09 -RS CertainTeed - FL33389-R3 02/19/2016 Appendix 1, Page 1 of 2 FLORIDA WINO ZONE COMPLIANCE WORKSHEET, Eave Height (h) S 30 ft, GCpi = a 0.18, Kd =1, Krt =1 FBC Section 1609 CERTAINTEED VINYL SOFFIT (SOLID OR VENTED) Wind Speed - V,n (mph) 3 -second gust Product Span Wall -Side, l or F Channel Center Nailing Strip, Soffit Attach Fascia Side, Soffit Attach Allowable Negative Pressure 1 110 120 130 140 ISO 160 170 I80 190 200 x W c OK OK OK OK OK OK NO NO NO NO B Interior OK OK OK OK NO NO NO NO NO NO C Zone OK OK NO NO NO NO NO NO NO NO O Vinyl Carpentry Ironmax 164nch 16" o.c. N/A 10" o.c. 38 OK OK OK OK NO NO NO NO NO NO B End Zone S OK OK NO NO NO NO NO NO NO NO C OK NO NO NO NO NO NO NO NO NO O Premium Soffit OS) 244nch 16` o.c. 10" o.c. 10' o.c. 51 OK OK OK OK OK OK OK OK OK NO B Interior ZoneOKOKOKOKOKOKNONONONOC OK OK OK OK NO NO NO NO NO NO O OK OK OK OK OK OK OK NO NO NO 8 End Zone OK OK OK OK NO NO NO NO NO NO C S OK OK OK NO NO NO NO NO NO NO D OK OK OK OK OK OK OK OK NO NO B Interior OK OK OK OK OK NO NO NO NO NO C Zone OK OK OK OK NO NO NO NO NO NO D Vinyl Carpentry 16 -inch 16" o.c. N/A 10' o.c. 46 OK OK OK OK OK OK NO NO NO NO B End Zone OK OK OK NO NO NO NO NO NO NO C S OK OK NO NO NO NO NO NO NO NO O Triple 3-1/3 Soffit (T3-1/31 244nch 16" o.c. 10" o.c. 10' o.c. 76 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK NO C OK OK OK OK OK OK OK OK NO NO O OK OK OK OK OK OK OK OK OK OK B End Zone S OK OK OK OK OK OK OK NO NO NO C OK OK OK OK OK OK NO NO NO NO O OK OK OK OK OK NO NO NO NO NO B interior OK OK NO NO NO NO NO NO NO NO C Zone OK NO NO NO NO NO NO NO NO NO O Vinyl Carpentry Universal Soffit T4) 164nch 244nch 16" o.c. 16' o.c. N/A 12" o.c. 12' o.c. 12' o.c. 32 50 OK OK OK NO NO NO NO NO NO NO B OK NO NO NO NO NO NO NO NO NO C End Zone S Interior Zone NO NO NO NO NO NO NO NO NO NO O OK OK OK OK OK OK OK OK OK NO B OK OK OK OK OK OK NO NO NO NO C OK OK OK OK NO NO NO NO NO NO 0 OK OK OK OK OK OK OK NO NO NO B End Zone SOKOKOKOKNONONONONONOC OK OK I OK NO NO NO NO NO NO NO D TitIJTY ato EXTERIOR RESEARCH DESIGN, LLC. Certificate of Authorization #9503 Robert Nleminen, PE -59166 CERTAINTEED SOFFIT ER C10040.12.09 -RS CertainTeed - FL33389-R3 02/19/2016 Appendix 1, Page 1 of 2 t'T\ ,I TY Lwo EXTERIOR RESEARCH DESIGN, LLC. Certificate of Authorization #gS03 Robert Nleminen, PE -59166 CERTAINTEED SOFFIT ER C30040.12.09 -R5 CertalnTeed - FL13389-R3 02/19/2016 Appendix 1, Page 2 of 2 FLORIDA WINO ZONE COMPLIANCE WORKSHEET, Eave Height (h) < 30 ft, GCpi = 0.18, Kd =1, Krt =1 FBC Section 1609 CERTAINTEEO VINYL SOFFIT (SOLID OR VENTED) Wind Speed - V,n (mph) 3 -second gust Center Nailing Allowable Y 9 Product Span Wall-Side,1 or Strip, Soffit Fascia Side, Negative 110 120 130 140 ISO 160 170 I80 190 200 CL W S F Channel Attach Soffit Attach Pressure OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK NO NO NO C Zone OK OK OK OK OK OK Q NO Q NO D 164nch 16" o.c. N/A 6" o.c. 59 OK OK OK OK OK OK OK OK NO NO B End Zone OK OK OK OK OK NO NO NO NO NO C Vinyl Carpentry S OK OK OK OK NO NO NO NO NO Q 0 Beaded Soffit OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK C Zone OK OK OK OK OK OK Q NO NO NO O 244nch 16" o.c. 6" o.c. 6" ac. 62 OK OK OK OK OK OK OK I OK OK NO B End Zone OK OK OK OK OK OK 0= 0M 0M O C S OK OK OK OK NO Q NO NO NO NU 0 t'T\ ,I TY Lwo EXTERIOR RESEARCH DESIGN, LLC. Certificate of Authorization #gS03 Robert Nleminen, PE -59166 CERTAINTEED SOFFIT ER C30040.12.09 -R5 CertalnTeed - FL13389-R3 02/19/2016 Appendix 1, Page 2 of 2 Page 1 of 2 Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 740) 404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg. keeler0owenscorning. com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10674 R12 COI 2016 01 COI Nieminen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2009 2009 2008 7/7/2016 r®r rMNO r'1en acts Home I Log In I User Registration Hot Topics I Submit Surcharge I Slats R Facts I Publications I F9C Stall I SCIS Site Map I Unks I Search I Busines UERakU°'OVa'ProfessiQ21 ®S Regulation Product Approval Menu > Product or Apolkatbn Search > Application Us t > Application Oetall FL # FL10674-R12 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 740) 404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg. keeler0owenscorning. com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/20/2017 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10674 R12 COI 2016 01 COI Nieminen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2009 2009 2008 7/7/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/18/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/20/2016 Date Approved 06/08/2016 Summary of Products A FL * Model, Number or Name Description 10674.1 Owens Coming Asphalt Roofing 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL10674 R12 II 2016 04 FINAL ER OC ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL10674-R12.Ddf Impact Resistant: N/A Verified By: Robert ). M. Nieminen PE - 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10674 R12 AE 2016 04 FINAL ER OC ASPHALT SHINGLES FL10674-R12.odf Created by Independent Third Party: Yes Back Noxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1821 The State of Florida Is an WEED employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses aro public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuenl to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cm E07 ato Credit Card Safe 7/7/2016 TTRINITYIERD EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-R7 FL10674-R12 Date of Issuance: 02/06/2012 Revision 7: 04/18/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 04/18/2016. This does not some as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: inti Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER3592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic and Supreme* are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.1.3 Devonshire'" are fiberglass reinforced, 5 -tab asphalt roof shingles. 4.1.4 Duration, Tru Definition Duration, Duration Premium Cool, TruDefinition Duration Designer Color Collection, Tru Definition Oakridge , Oakridge and WeatherGuard* HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge'" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R7 ertiflcote of ftftr7roHon #9503 FL10674-R12 Revision 7: 04/18/2016 Page 2 of 8 QOTRINITYIERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V„kt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vatd = 150 mph (V„ kt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 614320-3. 6. INSTALLATION: 6.1 Underlavment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shinsles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard' HP shingles require minimum six (6) nails per shingle. Devonshire'" shingles require minimum six (6) nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Feh undedayment Deet Se0•adhered WeathertoW undedaymeM adds Dnp e49 9 Naos located Y -r from ease Install fust SeH•sealiny adhesive SLrter Strip_„ positioned along cave shingle with r removed Starter Strip shurgle overhangs caves and rates 14 -i': Exterior Research and Design, I.I.C. CerdJicate oJAuthorko0on #9503 Fd urdarbynrerrt Ded Sdkdhered undmbymerrl OdP Drip mss. N-Ifrome Thad fad Sural Seip Fie iiOng "Ve ssNh T FaFaovad ;; ' SWtsr Strtp Ptn ombangs eaves eM Fakes 11/'—LP ommmmmmi Evaluation Report 037940.02.12-R7 F1.10674-1112 Revision 7: 04/18/2016 Page 3 of 8 6.2.6 Minimum Nailing — Classic• & Supreme: Nonmol Mansard or Area Pers Wind Areas Nigh Wind desvanes y Ane pare rlentos norneles Areas vientos tuertes t, TAI tt, t (t = IB = • 5' Exposure Exposlcl6n 6.2.7 Minimum Nailing— Berkshires': Standard Fastening Pattern QOTRINITYIERD Normal Mansard or Area pars Wind Areas Migh Wind dosvarres y Area pen viontos normelos Areas vlentos /uerns tt t lAl r t' V. _' tBl 2. t. a 6/g' Exposure Esposlcl6n s•risM strip Ls tbs do wilador tj, t. r r•____ 6 -Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 Certificate of AuMorlradon 09S03 FL10674-R12 Revision 7: 04/28/2016 Page 4 of 6 6.2.8 Minimum Nailing — Devonshire'": 7" 8" 8" t`8 t-71 Clava M18a " Sure SealantloceUon Exposld6n de 5.518 pulg Uplead6n del teUa for Standard &Nail Fastening Pattern QOTRINITYIERD Nags r r • a Sw i Ten t' Spots of Asphaft Roof Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration*, Tru Definition® Duration, Duration* Premium Cool & TruDefinitiona Duration Designer Color Collection: a.Nsll Fastening Pattern twounOUlawW7p aro Wkm Mill. Trpkal r w aalr FE Standard Fastening Pattern Exterior Research and Design, I.I.C. Certificate oJAutharliadon #9503 Man Fastening Pattern N"' ehfaanUq ana vnas Nae. TrPkw r aalr FE 6 -Nail Fastening Pattern w..o.......,.«r _..,,rte . w...... Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 5 of 8 6.2.1 Minimum Nailing — TruDefinition• Oakridge*, Oakridge*: 4,NWI Pattsm Esyuana ton 4 clavus r r N— rr 1r —>I 55/6" Exposure Nass 5 516" ExPM! Ekpodddnd 66/Qpulp Cbvot ExpWd6ndo5Glgpulg. Standard Fastening Pattern I QOTRINITYIERD 6 Nadi Pattern Esguema ton 6 clavus r r 1r --I I 14-- 1r 5616" Exposure Cbvoos 5 616" Exposure Exposlddn ds 6 6/6 pulp £xposdddn do 6 6/8prdg. for Slopes Greater Than 21:12 WPwWhraN^O a P.ktn r H-C'yW-w Par 1• woU •I AN*" R.." CW—V Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing — WeatherGuard* HP: Exterior Research and Design, I.I.C. Certificate oJAuthorl:odon #9503 6 -Nail Fastening Pattern I 1* 6191110 view a+ Vie+ ; , , i :; J; ii rw7hsadr Idloll lir* Evaluation Report 037940.02.12-R7 F110674 -R12 Revision 7:04/18/2026 Page 6 of 8 l TRINITY I ERD 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuard* HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturers current published instructions, using four 4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire* Hip & Ridge and High Ridge: Fig.1 Y w.leblrwme Dtr.Obn A 1 1 p 1 1 a p ' Q 1 I 1 1 rEl0.flr0 Fig. 2 vlowroq wow pn7gbn i.PNor SWAM molts A A Nails Myb rlop L&T4n eodd i 4• woc. r-EXPOW0 'I ZK: S" r 1 1 i11 VI 11111 6.3.4 Minimum Nailing — WeatherGuard° HP Hip and Ridge: Fig. A v vlowroq wow pn7gbn p molts A A A i i 1 I 1 1 i 1 1 r-EXPOW0 'I ZK: S" Exterior Research and Design, I.I.C. Certificate of Authodrotfon OYS03 Fig. C Hip & Ridge Shingle Fastening ToyVbw Will lblb r z,. r r 1" 1" • C' iaYonllo ir Evaluation Report 037940.02.12-R7 F110674 -R12 Revision 7: 04/18/2016 Page 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Seshnt Strip A--' 6' Exposure Cover Exposed Fasteners with Roof Cement QOTRINITYIERD Standard 11' Fastening Pattern 12' 711' 8' Exposure Sealent 6.3.6 Minimum Nailing — DuraRidge'" Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 CertiJlrnte oJAuthorho0on #SS03 FL10674-R12 Revision 7:04/18/2016 Page 8 of 8 Tp VWw Pbn r vion m IN r t a» OwmrCadne SwON • d' I I I G V VIN I1-abC I 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R7 CertiJlrnte oJAuthorho0on #SS03 FL10674-R12 Revision 7:04/18/2016 Page 8 of 8 Page 1 of 2 r®r®r®® Paida NT&MV11d Busines BCIS Home I Log In I User Registration 0USER• Productal Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff SCIS Site Map Links Search Professi al lDicUser Regulation ProAuet Approval Menu > Produet or Aoplkatlon Search > Application Us t > Application Detell FL * FL16994-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Authorized Signature Jim Horton jwhorton@semetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2016 Validated By Locke Bowden 9 Validation Checklist - Hardcopy Received Certificate of Independence FL16994 R4 COI SEM 14001.4 2014 FBC Evaluation Report Off -Ridge Vent.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B 7/7/2016 Page 2 of 2 Date Submitted 08/16/2015 Date Validated 08/20/2015 Date Pending FBC Approval 08/20/2015 Date Approved 10/16/2015 Summary of Products FL * Model, Number or Name Description 16994.1 Off Ridge Vent 4-R, 6 -ft, and 8-R off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL16994 R4 II SEM14001.4 2014 FBC Evaluation Report Approved for use outside HVHZ: Yes Off-Ridoe Vent.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 R4 AE SEM14001.4 2014 FBC Evaluation Report Off -Ridge Vent.Ddf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-R, 6-R, and 8-R off ridge vents for use with clay or concrete tile Limits of Use Installation Instructions Approved for use In HVHZ: No FL16994 R4 II SEM14002.3 2014 FBC Evaluation Report Tile Roof Vent.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 R4 AE SEM14002.3 2014 FBC Evaluation Report Tile Roof Vent.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copvriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: Credit Card Safe 7/7/2016 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued August 16, 2015 11801 Industry Drive Jacksonville, FL 32218 800)874-0335 http://www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Maximum dimensions of the vent are 24 -inch wide x 102 -inch tong x 4.25 -inch high. Vent is available in nominal Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Deck Type: Code Sections: 1709.2 plywood sheathing for new and existing roof deck (Deck shall be designed by others in Properties: Roof Ventilation Roof slope: Minimum 2:12 Installation Height: REFERENCES Roof Cut -Out: 2.5 -inch wide x 42 -inch opening for the nominal 4 -ft vent Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) SEM -029-02-01 ASTM E 330 2002 PRI Construction Materials Technologies (TST5878) SEM -031-02-01 ASTM E 330 2002 Zachary R. Priest, P.E. (CREEK Technical Services) SEM14003 Calculations 2014 PRODUCT DESCRIPTION AND APPLICATION Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Maximum dimensions of the vent are 24 -inch wide x 102 -inch tong x 4.25 -inch high. Vent is available in nominal 4 -ft, 6 -ft and 8 -ft sizes. Deck Type: Minimum 7/16 -inch APA span rated OSB sheathing or 15/32 -inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum 2:12 Installation Height: Maximum 33 -ft Roof Cut -Out: 2.5 -inch wide x 42 -inch opening for the nominal 4 -ft vent 2.5 -inch wide x 66 -inch opening for the nominal 6 -ft vent 2.5 -inch wide x 90 -inch opening for the nominal 8 -ft vent SEM14001.4 FL16994-R4 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Southeastern Metals Manufacturing Co., Inc. Off Ridge Vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6 -inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5 -inch HWH screws with 0.5w inch sealing washers or min. 12 ga. x 1 -1/4 -inch ring shank nails with min. 3/8 -inch diameter heads having sufficient length to penetrate through the sheathing a minimum of %-inch. The fasteners shall be located 1 -inch from the edge of the flange and 5.5 - inches o.c. along all four sides of the vent. All loosened shingles shall be adhered down with roof cement/mastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13.5 for 4 -ft and 6 -ft vents Pressure' (psf) -18 for 8 -ft vent Pressures calculated using 2:1 margin of safety per 1504.9. LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the 2014 FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. SEM14001.4 FL16994-R4 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK OH Ridge Vent TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5s' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t11111I G paY R. A,9i i. E *N **** --MFS, No 74021 2015.08.16 ZO-14:48:33pSTATEOF : 41 T• P ; 42-- 04'00' FS RO t 0..-* Zachary R. Priest, P.E. 5; O N A ?` Florida egRegistration o. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM14001.4 FL16994-R4 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.