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HomeMy WebLinkAbout511 E 10 St 17-1522; ELECTRICALApplication Number: 17-1522 Project Description: Revision Job Address: 511 E 101h Street Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 10-09-2017 Contact Name: Aziz Yousef Contact Email: ayousefl(&yahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The original electric page of the plans is signed and sealed by the engineer/architect. Any revisions to this page must be submitted in the same format (same size as the original plans), be signed & sealed and the areas being revised need to be clouded for clarification. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- Ci of SanfordRevision11.-tY Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # —7 Submittal Date Project Address: I S Contact: Ph: 0DI" Fax: Email: W/ Trades encompassed in revision: Building Plumbing fl... Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste -Water_ Planning Engineering Fire Prevention Building r I(--7-(-7 VZ -4f -etc Rev'Is-ioh Response to Comments 0 Fir% rF in T 0 3 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # S Submittal Date /0-y- 0 Project Address: 4Contact: Ph: Fax: Email: Y1 1,P /,PT) Trades encompassed in revision: Building Plumbing 7K Electrical i Mechanical E1—LifeSafety 11 Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building L 71u 11111111111P_! a - kti MQY ' W 2017 3City of SanfordRevisi Response t Comments BY: Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 Ca- IoLf Submittal Date Project Address: Contact:z Z Ph: Fax: Email: I (il. S -1 G • G°'y' Trades encompassed in revision: Building Plumbing E Electrical Mechanical Life Safety Waste Water General description of revision: 4Lreix Le - ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: 4Lreix Le - ROUTING INFORMATION Approvals CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1045 Date: May 9, 2017 Contact Person: Contact Fax Number: Contact E-mail Address: tomc(a)dovebuilders.com ; Ayousefl(&yahoo.com Project Description: Residential Addition Job Address: 511 E loth Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. REVISION COMMENTS: THE ORIGINAL PERMIT HAS EXPHZED. AN APPROVED INSPECTION IS REQUIRED WITHIN A 6 MONTH PERIOD. THERE HAS NOT BEEN AN APPROVED INSPECTION SINCE AUGUST, 2016. THE CONTRACTOR IS REQUIRED TO APPLY FOR A NEW PERMIT AND PAY A MINIMUM PERMIT FEE. THE EXISTING PLANS ARE PERMITTED TO BE USED. The Following comment can be answered once the new permit has been approved. 1. The original plans include a signed & sealed electrical plan. The original electrical plan must be revised, signed & sealed and submitted for review. Two copies are required. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, 1- Residential Standard Calculation 925N997 511 East 10th St Sanford a • Version 2011 L STEP 1 Article 220.42 & 220.52 I ft (- 928 General Luting load 2 Small Appliance 1 Laundry circuit Gen,Lgt, Sm App.& Laun. toad STEP 2 Article 220.50 8 220.51 G AtC Condenser 8 Fixed Etectrtc Space_ Heating 3 tan jv 4,275 VA AHU 1{ 7 M5v A/C B2 v VA AHU 2 SeleU C • I 13 • VA AHU 31' i - I AIC a4 i VA AHU 4 fSelect • A/c as t v VA AHU 5 select ` v STEP 3 Article 220.53 4,5WVA v 1 Water Heater 1,40o VA ; • 1 Refrigerator 600 VA v 0 Freezer VA v 0 Dishvrastt v 0 Disposal a00 VA v 1 R / Hood 1630 VA v 1 Microwave 4,000 VA v 0 Microwave 170 VA v 0 Mini Refrig 400 VA ! v 0 Wine Or 5,Ot10 VA • 0 Insta ti01 1,500 VA v 0 Ironing Center se>ea v Jacuzzi Tub select i v Sprinlder Pump k v Well Pump t seteu • Fountain Pump Isew - Elevator Pool Equip. Panel GATES Other load STEP 4 Article 220.54 Electric Clofhes Dryers STEP 5 Article 220.65 Electric Ranges or Number of appliances 1 Cooktdp Col B demand DW& Box for [as xargre Cooktop Col B demand Oven(s) Cot 8 demand Oven(s) Cel H demand Number of appliances 0 Dmn. Factor 0% Cooktop 8 Oven Demand Load W 2,784 VA 3,000 VA 1,500 VA 7,284 VA 3,000 VA @ 100%= 4,284 VA @ 35% = VA @ 25% = QTY 8,300 VA i Qty } v VAI QtY v VA { Qty ' s VA QM - VA `Qty —' v Perry Services Group LLC 4409 Hoffner Ave. 0340 Orlando, Fi 32812 321-276-2792 311520168:42 EC13004870 3,000 VA 1,499 VA Dryer Demand Load VA General Lighting Demand load Total 0 VA Heating Load VA Service Demand CU Load VA Greater of Heat Q 300% v&AIC @ 100% Appttance Demand Load 4,500 VA 1,400 VA Dryer Demand Load VA VA Range Demand Load VA 400 VA Service Demand 1,630 VA VA Demand Load VA VA Neutral Demand VA VA Mht.Service Req. VA VA Min. Feeder st Ee VA Min. Neutral size VA Eq. Grding Cond. VA VA 30096 Demand VA No Demand VA No Demand Total Appliance Load 7,830 VA 4 or more demand @ 75% plus 100°,b demand loads Col C demand 8000 Pool Panel Feeder Calculation (See Note) A 9 N Continuous Motors 0 ...... 0 0 0 Non -continuous 0 ...... 0 0 Spa heater 11 kVA 0 0 Pool heater 3.5 ton 0 0 Pool heater 5 ton0 0 Pool Light sdact _ f v 0 , , .. _ 0 0 0 Blower sew • 0 1:124N 0 0 0 ons load 0 240v 0 0 0 0 240V 0 0 0 Min.Co Pool Feeder AWG A A A Minimum Parcel RatingA Ph.Amperes Neat: toad 4,499 VA VA 7,930 VA VA VA 12,429 VA 52 A 53 A 100 A 4 6 8 Copper 5,948 VA Continuous Non -continuous Motors Motors 240V sd-_ ( • z40v 1 ' v D 24N {Select f v 240V Select ( v 240V j v p 240V select ! • 2aoV , select I • Q 240V SNect I V 240V L,dect J-1 Q 21N 0.0 Motor Neutral Load Nax.linbalarmad Neutral Load Residential Standard Calculation e2sr1997 511 East 10th St. Sanford a Version 2011 L STEP 1 Article 220.42 & 220.52 Perry Services Group LLCisq. R v 928 General Lighting load 2,784 VA 4409 Hoffner Ave. *340 2 Small Appliance 3,000 VA Orlando, Fl 32812 1 Laundry circuit 1,500 VA 321-276-2792 Gen.Lgt, Sm App.& Laun. Load 7,284 VA W=016 s:42 EC13OW70 3,000 VA (41100%= 3,000 VA 4,284 VA (a1 35% = 1,499 VA VA @ 25% = VA STEP 2 Article 220.50 & 220.51 General Lighting Demand Load 4,499 VA AfC Condenser & Fixed Electric Space Heating QTY Total 0 3 ton + 4,275 VA AHU 1' 7.5kW + 8,300 VA QtY t + Heating Load VA A/C S2 i v VA AHU 2 j Select I + VA QtY + CU Load VA A/C#3 ` + VA AHU 3 Select + VA r QtY A/C #4 + VA AHU 4I Select (+ VA Qty + Greater of neat Q 1009E vsNC @ 100% VA A/C r5 i + VA AHU 5 f Select j + VA v + STEP 3 Article 220.53 Appliance Demand Load 7,930 VA 14,S00 VA . 1 Water Heater 4,500 VA I 1,400 VA ; . 1 Refrigerator 1,400 VA Dryer Demand Load VA hW VA + 0 Freezer VA 1,030 VA FV 0 Dishwasher VA Range Demand Load VA 0 Disposal VA 400 VA ' + 1 R / Hood 400 VA Service Demand 12,429 VA 1630 VA + 1 Microwave 1.630 VA 4,000 VA ; + 0 Microwave VA Demand Load 52 A vo vA j + 0 Mini Reffig VA r 400 VA 1V 0 Wine CU VA Neutral Demand 53 A 0 Insta Hot VA 1So0vn' + 0 Ironing Center VA Min—Service, Req. 100 A std v Jacuzzi Tub VA sek t j + Sprinider Pump VA Min. Feeder size 4 selett + Wen Pump VA Min. Neutral size 6 t select + Fountain Plump VA setea + Elevator Eq. Grding Cond. g VA Copper Pool Equip. Panel VA l00% Demand GATES VA No Demand Other load VA No Demand Total Appliance Load 7,930 VA STEP 4 Article 220.54 4 or more demand @ 75% plus 100°/6 demand loads 5,948 VA Electric Clothes Dryers STEP 5 Article 220.65 Electric Ranges Col C demand 8000 or Number of appliances 1 Cooktop Col B demand Check Box tar Gas Range Cooktop Col 8 demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Den. Factor 0% CoDktop & Oven Demand Load W Pool Panel Feeder Calculation (see Note) A i N Continuous Motors 0 ...... 0 0 0 Nan -continuous 0 • ..... 0 0 0 Spa heater 11 kVA 0 0 Pool heater 3.5 ton 0 0 Pool heater 5 ton . • , , , 0 0 Poo) Light i select ! + 0 .. . • 0 0 0 Blower select l+ 0 E 240V 0 0 0 omen load 0 240v 0 0 0 o9w k ad 0 24w 0 0 0 Min.( Pooi Feeder AWG A A A Minimum Panel Rating A I Phase Amperes I Neut. load Continuous Non -continuous Motors Motors I select v 24EV serest j + 24w select . 24ov I + 240v 240v select ; + 240v select • 2401, Eselett _ • 240v seleU i • 24w I select + 24w 0.0 Motor Neutral Load Max.Unbalanced Neutral Load j Zr O f/! -i 3 b d MM 4 SLb C6 9L 9sto g 29'—S' i O tG A T 3 rn_ CL 3 r n Im Zr O f/! -i 3 b d MM 4 SLb C6 9L 9sto g 29'—S' i O Revision 0 Response to Comments C,/ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordit.gov Permit # I 1 0 - n H Jr Submittal Date ca \—1 ' \ Project Address: S_, 1 iF Contact': cam c• Sa n Ph:—go-1- qi f„- QLS3y Fax: Email: oc %11McAnyG6A1 ld«So(Y) Trades encompassed in revision: General description of revision: Lam! Building l_ C a A "k &TOCn J u l Cr U i Plumbing 5ti t t Z icA--.el 4-1-) n&i ac T "ot I+ 5h, 51Cs Electrical 51ne"A -7 {ZcyLs.1 f -a c r < <t i n kti'i .on V l u C Mechanical Life Safety Slz,- 7 1 r-yxsed--OQ& CAWA-• 110 A,+"Is $ roof Waste Water s Ca H. Sir 3cL ,ur a ftvt4et /14VAC L_,(,D,,4 ROUTINGINFORMATION Department Approvals Utilities Waste Water 13 Planning Engineering Fire Prevention 0 Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1045 Date: June 7, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: tomc(a,dovebuilders.com Project Description: Residential Addition Job Address: 511 E 10' Street RECEIVED JUN 0 y 2016 BY: The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Please provide two copies of Florida Product Approval and manufacturer installation instructions for the following products: windows, siding, soffit, metal roofing, roof underlayment, roof venting. FBC 107, Submittal Guidelines 2. Please provide two copies of a Sanford Product Approval Specification sheet listing all of the above items in comment #1. FBC 107, Submittal Guidelines 3. The plans state metal roofing to be installed (Sheet 7) but product approval was submitted for asphalt shingles. Please clarify and revise if necessary. FBC 107, Submittal Guidelines 4. The energy calculations specify the frame walls will be insulated to meet R-13 while the typical wall detail on Sheet 7 calls for R-11. Please clarify and revise. FBC 107, Submittal Guidelines 5. The size of the sill plate on Sheet 7 is noted as "T'. Please provide the size of the sill plate. FBC 107, Submittal Guidelines 6. Sheet 4 of the plans calls for the rafters to be attached with H2.5's while Sheet 7 calls for MTS 16. Please clarify and revise. FBC 107, Submittal Guidelines 1- i 7. The typical wall detail provided only details part of the addition (for the 2x8 rafters). Please provide a typical wall detail for the section of the addition using 2x4 rafters. FBC 107, Submittal Guidelines 8. Please provide a conventional roof framing detail for the area framed with 2x8 roof rafters — including any ridge boards, ledger attachments, connections, and any other applicable framing details. FBC 107, Submittal. Guidelines 9. Please provide a conventional roof framing detail for the area framed with 2x4 roof rafters - including any ridge boards, ledger attachments, connections, and any other applicable framing details. FBC 107, Submittal Guidelines 10. Please provide the species and grade of the roof rafters to verify compliance with the span tables FBC 2308.10.3 FBC 107, Submittal Guidelines 11 1. Please show the location of the roof venting on the elevation pages or roof framing plan for clarification. FBC 107, Submittal Guidelines 12. Please provide two copies of completely signed (by contractor and owner/agent) energy calculations. FBC 107, Submittal Guidelines 13. Please provide two copies of a DW (drain, waste and vent) riser schematic for the new bathroom, including pipe sizes, venting, and sewer tie in. FBC 107, Submittal Guidelines 14. Please provide two copies of an HVAC duct layout for the addition. FBC 1.07, Submittal Guidelines Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey2sanfordfl. ov . Respectfully, Steve Fiorey Residential Plans Examiner 10Z 8f ( 234"( 2- CITY OF SANFORD. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /(a - 10 Documented Construction Value: $ a S, 61) 1) Job Address: 511 E. 1 h S-1- nut c t 1. 3 7 7 I Historic District: Yes No Q Parcel ID: ,,g-14 - 3b - 5 PACO- Ia0 3 - t t I CJ Residential C7 Commercial Type of Work: New Addition 12r Alteration Repair Demo Change of Use MoveEl Description of Work: AcAai .2 b c d cnes G „cA 1 b adn Plan Review Contact Person: !:;,(4Ab 0e-% Title: Phone: 6- Je Property Owner Information Name Ac z.2- Ac-_ Ll Street: oc 3 A L ')_ City, State Zip: 0 %f ir-An VL.. Phone: Resident of property? : N o Contractor Information Name ^ i' -,au c_ k3.Phone: y 0-1 - 41 Street: Jn Ts Fax: - g ( lo- ST5`- y OS City, State Zip: S.o v r sA IPL-.. 3,X1 ?3 State License No.:, C,(3 C01{ DC"13 Arch itectlEngineer Information Name: .l ) ,rte n ff— nq*iA CSC r_. Street: ?.DA 1400,-44 Phone: 4 01- a.SA- c®y 3 3 Fax: City, St, Zip: Sjtland t- 3a E 1`1 E-mail: Aron 99 3' 03ccrinp&=coM Bonding Company: ,., 1® 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. 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: 5t' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Oki Q/ WN 40 T5 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of0 er/ gent Date Al%,L Print Owner/Agent's Name Signature of Contractor/Agent Date Print Contractor/Agent's Name r.,r r .-c* ;_lam Date Signature f Notary -State of F ice',.' •.,, DAMILM. KNIGHT APRIL M. KNIGHT MY COMM639ISSION N FF 9155.: *: MY COMMISSION # FF 915639•., $ EXPIRES: December 21, 2019 EXPIRES: December 21, 2019 + ;n Bonded Thru Notary Public UnderwMers Bonded Thru Notary Public Undermbrs Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical E Mechanical 1 Plumbingy Gas• Roof Construction Type: -i3 Occupancy Use: Z-:5 Flood Zone:. Total Sq Ft of Bldgt/46b) 3,2-B Min. Occupancy Load: # of Stories: 1 New Construction: Electric - # of Amps *r Plumbing - # of Fixtures Aar Fire Sprinkler Permit: Yes No E # of Heads Fire Alarm Permit: Yes No E APPROVALS: ZONING: `I f7 A (o UTILITIES: ENGINEERING: Ac (4 1-7 COMMENTS: FIRE: m i f -1'e WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 1) N I11i 1 1l 1111[ 1 1i1 I{! 11111 ![ll 11111 THIS INSTRUMENT PREPARED BY: MiAEt Y ANNEi NORSE r SEMI1•(OLE COUNTYName: Thomas R. Cason r c Address; 168 Lake Minnie Dr C:I_.'ERK OF CIRCUIT COURT & COMPTROLLER B.K 866 Ps 224 CLERK'S r 2016038190 NOTICE OF COMMENCEMENT REioRDED 04/13/21-116, REi.r,E;E} .NG FEES $IA.i!; State of Florida RECORDED BY hd _vore i County of Seminole r Permit Number: !! 10 J Parcel ID Number. 25-19-30-5AG-120B-0010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida. Statutes, the.following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 1 BLK 12 TR -B Town of Sanford PB 1 PG 56-- 511 E. 10th Street Sanford Fl 32771 GENERAL DESCRIPTION OF IMPROVEMENT: Addition: add 2 bedrooms & 1 bathroom OWNER INFORMATION: Name: Azz Holdings LLC Address: 1198 Hollow Pine Dr. Oviedo, FL 32765 Fee Simple Title Holder (if other than owner) Name: N/A Address: N/A Address: 1 of Central FI Inc. innie Dr. Sanford, FI Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713A3(1)(b), Florida Statutes. Name: N/A Address' NIA In addition to himself, Owner Designates N/A of N/A To receive a copy of the L•tenor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of.recording unless a different date is specified) 4/5/2017 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, 1 declare that l have read the foregoing and that the facts stated In it are true to the y k dge and belief. LiL / 1 r 4,„ «.. er s ature owner's Printed Name 40 Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead! o of y State of `iw-r,-,C-- Countyof wwi«Y Z The foregoing instrument was acknowledged before me thisS? l^ day of _ 2U o z 2 a by_ 4 Who is personally known to me'' W ~ Name of person making statement O OR who has produced Identification type of identification produced: APRIL K K' 0 My COMMISSION t rt 915639 LL OWOEXPIRES: December 21, 2019 Notary public Underwiten Notary SignatureThN W+ O w Y l. V 8 n b N O_ r a 0 Q G„ It ra qq b 4117 cn V UQ CD n n i h7 V yJ trJ trJ 1o UQ 4'T GQ i7 p O O ` O zi IOC crcn Q uq u CD CD CD c r I} h f -S 2+ i oI a ITI ff3t., O t O O ro 0 y, CDCD n O p b, May`' t, F+. r W F 1ri k7 UQ QQ CD Care 3 OJ 4 rp r cn CDn 1 CD C a G„ ra qq 4117 V UQ CD n n i h7 V yJ trJ trJ 1o UQ 4'T GQ i7 p n p crcn Q a u CD CD h CD Q+ a ITI ff3t., O ro 0 y, G„ ra qq 4117 V I -d y i h7 V yJ trJ trJ 1o UQ UQ GQ i7 p n p crcn Q a u CD CD h CD Q+ a ITI O ro 0 y, CDCD n O p b, May`' F C k7 Lx 3 4 4117 i h7 V yJ trJ trJ 1o iii i•i i7 p n 0 a cn h O Q+ ITI ro CDCD n O F C k7 L" Revision Response to Comments MAY 30 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ) % -ZIL Submittal Date Project Address: ;o l S Contact: fl- La1/`' USCf. Ph: L)O-) ) 3 ,5b3 Fax: Email: GL kJ0 U a- icfyaC2.,r-&j Trades encompassed in revision: General description of revision: Building ` , 010 NS Plumbing Electrical Mechanical Life Safety hj Waste Water hL ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building =,.y 6 - a1- 1, B U{QQ 0U@UQUQNQ/@////8/ 1111 Moll INSTRUMENTTHIS Name: Thomas R. Cason '—GRANT MALOY, SEMINOLE COUNTY uu CLERK OF CIRCUIT COURT & COMPTROLLER Sanford, FI 32773 BK 8920 Py 1237 (11`ss) CLERK'S " 2017052077 7 U ~7 RECORDED 05/24/2017 01:33:2 PM o=v,==~ , "°"""--"~~~~"°"~""^ RECORDING FEES $10.00 RECORDED BY ./eckeo/'o toho of Florida County mfSeminole ponnitmumun,: Parcel |oNumber: 25 / The undersigned hereby gives notice that improvement will be made to certain mo| property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of tho street address if available) Lot 1 BLK 12 TR B Town of Sanford PB 1 PG 56 511 E. 10th Street Sanford, FL 32771 GENERAL DESCRIPTION opIMPROVEMENT: Addition: add 2bedrooms and 1 bath OWNER INFORMATION: womo: Azz Holdings LLC xuunn^o: 1188Hollow Pine Dr. Oviedo FL 32765 Fee Simple Title nomother N/A Address: N/A oomrRxcTon: Name: Dove Builders ofCentral FLInc. Address- 1QDLake Minnie Dr. Sanford, FL 32773 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(b), Florida Statutes. Name: -N/A Address, N/A maddition mhimself, Owner Designates N/A of Toreceive acopy o,the uonoruNotice auProvided |n Section 713.13(1)(W.Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless a different date iospecified) 5/2312018 TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. WARNING IF YOU INTEND"TO OBTAIN FINANCING, ~~'`~~^' '''''' YOUR ^E'`~^'` OR AN ATTORNEY n~ BEFORE COMMENCING WORK OnRECORDING YOUR NOTICE OFCOMMENCEMENT. Under penalties of perjur) hat I have read the foregoing and that the facts stated In it are true e"^°'my knofiodg"O belief. CQ 4re Owneri Printed Name on msstead." oveummmmpmndaotam`xn`:`Veicow othe notice mcommencement and "" one else may permitted m WNKV State of County of Q. The foregoing Instrument was acknowledged before mnthis c/ day n,C—fro[\ ERr .. CITY OF SANFORD MAY 2 201 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ -15; 000 Job Address: qiI r iD-Eh S - ,`mid L 3 Historic District: Yes No 9 Parcel ID:,25 -iq -30T 5AG--i-XO'3 -601 0 Residential a Commercial Type of Work: New Addition QJ Alteration Repair Demo Change of Use Move Description of Work: A,ba a j-„ r;,,,. „ d \ 6,o 1 \ Plan Review Contact Person: rl.;L sv,-, Title: Phone:yol-ylFax: Property Owner Information Name A72--7- 4,;,Phone: Street: IJ Q -S }e,l `tjw-.c i r. Resident of property? City, State Zip: Contractor Information Name ,,e_ ,;i d r, 5 Phone: y tr- 1 - S34 Street: ih4 l \L,, -I, ,, . Fax: City, State Zip: ,. „I ,1-1 3 State License No.: C 5CQ-0(o? 3 Architect/Engineer Information Name: Phone: t4 o-) -5 Lx - (r, y 3 S Street: --'?- i -i 0o,4 -A Fax: City, St, Zip: ()Ct E-mail: c l in vi ,p1 i nvl r' (\ 4i n c c Bonding Company: 1,-) 1 L Mortgage Lender: 16 - Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY -RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 5m 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 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 er/Agent Date 1Azi-7, , OyS Print Owner/Agent' Name Signature of otary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A -7 Signature of Contractor/Agent Date Print Contractor/Agent's Name 0 SignAr r+"":""•+. APRIL M.IGUGHT MY COMMISSION # FF 915639 EXPIRES: Decembel'21, 2019 4 R{ (.• Bonded Thru Notary Public, Undembrs Contractor/Agent is Personally Knowri'to Me or Produced ID Type of ID 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 Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of:3:>n, I z_A c U 1 Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): sill', The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 1 -1 License Holder Name: State License Number: C6 C_c2d n( ' 3 Signature of License Holder: STATE OF FLORIDA COUNTY OF m, -.G1L The foregoing instrument was acknowledged before me this qday of_, 200-7 , by who is r, ee sonally known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) APRIL M. KNiGi iT MY COMMISSION M FF 915639 M' a, EXPIRES: December 21, 2019 Pf k•`' Bonded Thru Notary PubGe Underrvrdera Rev. 08.12) Signature Pr niortypename Notary Public - State of Commission No. j= i_ •t l 5 L 34 My Commission Expires:0L ,2l CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1t -- 10)-/ Documented Construction Value: $ )),L100 Job Address: 511 L<.. 00- St S4,S)t Historic District: Yes No , Parcel ID: Residential Commercial Type of Work: New - Addition Alteration Repair Demo Change of Use Move Description of Work: 49blp k? loc i :c P,, 3 r :, _ } o N Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone: • : ..i? u` Street: `1 ` 1 : I:Jw:'= : ° S Resident of property? : tic, City, State Zip:, Contractor Information Name S'},e dn St Phone: Street: ! Lj 5 rA d k -`._s KV tii Fax: City, State Zip: f MPJ.,-c ?/JCZ, '(L 32 State License No.: Name: Street: City, S1 Bondin Addres Architect/Engineer Information Phone: Fa E- Mortgagf 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a. Ir. 579 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1t -- 10)-/ Documented Construction Value: $ )),L100 Job Address: 511 L<.. 00- St S4,S)t Historic District: Yes No , Parcel ID: Residential Commercial Type of Work: New - Addition Alteration Repair Demo Change of Use Move Description of Work: 49blp k? loc i :c P,, 3 r :, _ } o N Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone: • : ..i? u` Street: `1 ` 1 : I:Jw:'= : ° S Resident of property? : tic, City, State Zip:, Contractor Information Name S'},e dn St Phone: Street: ! Lj 5 rA d k -`._s KV tii Fax: City, State Zip: f MPJ.,-c ?/JCZ, '(L 32 State License No.: Name: Street: City, S1 Bondin Addres Architect/Engineer Information Phone: Fa E- Mortgagf 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructsvan .zoning. Signature of Owner/Agent Date Signature Co ra tor/A rantk 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 Zi Z /Qkse7'\J Print Contractor/Agent's Name o Signature of Notary -State of 1- PY PJUi. DEBBIEBLANTON t4Y GOb1% SI0N # FF 178648 2019EXPIRES: February 25, Bonded Thru Notary Public Unde writers Contractor/Agent is Personall own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 1110110111 iii i , Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: law , L4 - 2d ,,// I hereby name and appoint: /z i z )L Se jo an agent of: c of Z L. to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): E " The specific permit aV application for work 1 ated at: l lD St zan Po col' > rZ— 32 -7 Street Address) Expiration Date for This Limited Power of Attorney:, License Holder Name: State License Number: Signature of License F STATE OF FLORIDA COUNTY OF e2n^,-e'" The foregoing instrument was acknowledged before me this2 . day of a1A -t— , 200 , by 5 r•1 q -' If- who is o personally known to me or p <ho has produced PL - identification and who did (did not) take an oath. Signatu Notary Seal) yp6m RYAN M. BRUNO Notary Public, State of Florida Commission# FF 942063 My comm. expires Dec. 8, 2019 Rev. 08.12) I YA%- IV • /L i AJC Print or type name Notary Public - State of X;1 Commission No. My Commission Expires: 12 KV CITY OF SANFORDi` t BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S aj DD. Job Address: /0 .5A-"1r'0Xa Historic District: Yes No Lj Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: _ 90P/Pcal- 6 -XI ST'(aI f"-'( "r -T Mar's Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name i1 aZ l oc c s, , Phone: 467 • 2 30. 2 Sys Street: Resident of property? City, State Zip: Contractor Information , INameqoKGj4Z • /morn Phone: -To% • Street: g SS'g G • uq 4 S • Fax: City, State Zip: State License No.: C rG (42 S'? S% Name: Street: City, St, Zip: Bonding Company: Address: Architect/Enginee/ Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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: 5th 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 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 constructioan zoni.) r,,, Signature of Owner/Agent Date `nature of ContractPent Date Print Owner/Agent's Name PrinContract. /Agent's Name Signature of Notary -State of Florida Date Signature o Notar-,SIatP ff F.=— i. 9 WILUAM SENTNER MY COMMISSION # FF 899464 2019EXPIRES: November 13, hPF a', Banded ThiuNaaryPublicUndefwOters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building . Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # ,of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application CITY OF SANFORD Contractor Registration Application P. O. Box 1788, Sanford, FL 32772-1788 Phone: 407.688.5150 Fax 407.688.5152 Email: building@sanfordfl.gov Date: ff+ 1/60 Business Name: f ''"'rn4L- Business Mailing Address: / d" //j iy /• City: oec A-r O State: ( Zip: 2 1 Business Phone: Fax: Email: g-O/r1(a YG t tGt ub! . Q T— Name of Qualifier on State License: / '/ 4 L !,Id. State License Classificz State License Number: A registration fee is not required. We do not mail confirmation of registration. State Certified Contractors: V/ State license from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Comp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Specialty Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Control # Rev. 07.16 City Registration # c LIMI'T'ED POWER OF AT'T'ORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: '+4' . f 20 /& I hereby name and ppoint: — Z I Z- ' an agent of: G - a`n — Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 511 if - 10 - - s--. S/a,-i faxes, Fc.. 327? Street Address) S Expiration Date for This Limited Power of Attorney: i J 7 o /6 License Holder Name: 49,0 o" e. L • 4-1 rd - State License Number: Signature of License H STATE OF FLORIDA COUNTY OF VR,a,.; r r' The regoing in ument was ack wledged before me this Jday of /Vd V , 200 , by G 6 1 .Ka, 4— who is &'personally known to me or o who Xas produced as identification and who did (did not) take Zoath- Signature Notary Seal) 'd j /I/A44 Cerr,-,VcR Print or type name Notary Public -State of t--1WILUAMSEWTNER MY CAMMISStON N FF 899464 EXPIRES: November 13, 2019 Commission No. jfd Bonded Thiu Notary Public Underwriters My Commission Expires: 1 • (3 -1 e1 Rev. 08.12) RECORD COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Application #: 16-1045 Address: 511 E 10' Street Description of Work: Residential Addition / Alteration These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Conditions 1. There was a Stop Work Order placed for this work. All work must be made accessible for inspection, as required on the approved plans. Any work that has been completed will require a signed/sealed letter from the engineer of record prior to proceeding with the next inspection. 2. All required inspections must be conducted and approved. Required Inspections Footer Stemwall Roof Sheathing Wall Sheathing Roof Dry -In Frame Insulation Drywall Final Siding Final Roof Final Building Electric RoughIN M _ fAM PElectricFinal Mechanical Rough Mechanical Final Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final a,UILDN0 SAW -ORD O A4 RTM %_ ate U 17 -IS 22 Ifyou experience any difficulty, please call 407.688.5150 for assistance. BY: FORMS RECORD COPY FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2014 Climate Zone p Scope: Compliancewith Section R402.1.1 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single- an d,multiple•family residences of three, stories or less in height, additions to existing residential buildings, alterations, renovations, and building systems in existing buildings, as applicable, To. comply, a building. must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Tale R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME: AND ADDRESS511 E10th St BUILDER - OWNER. Sanford Florida PERMITTING OFFICE: Sanford AZZ Holdings i n JURISDICTION NUMBER: 4 PERMIT NUMBER: S 9 General Instructions: 1. Fill in all the applicable spaces of the "To Be Instatled" column on Table R402A with the information requested. All 'To Be Installed" values must be equal to or more efficient than the required levels. 2. Complete page 1 based on the "To Be Installed" column information. 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable Items, 4. Read, sign and date the"Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or exteting building 1. Ariditinn 2. Single-family detached or multiple-faml)y, attached 2. Ringle Family 3. ' if mu@iple-famlly, number of units covered by this submission S. NA 4. Is this a worst case? (yes/no) 4, No S. Conditioned floor area (sq.ft.) 5. 229 6 . Windows, type and area a) b4actori. ea. .40 b)Solar Heat Gain Coefficient (SHGC) 6b. .25 c) Ates 6c. 25.9 7 Skylights a) 1.1 -factor 7a. b) Solar Heat Gain Coefficient (SHGC) 7b. Hoar type, area or, perimeter, and insulation: i a) Slab -on -grade (R -value) 8a. b) Wood, raised (R -value) 8b. R-19 329 SF c) Wood, common (R -value) 8c. d) Concrete, raised (R -value) lid. e) Conaete, common (R -value) Se P. Wall type and Insulation: a) Exterior. 1. Wood frame (Insulation R -value) gal. R-13 46$.56 SF 2.. Masonry (insulation R -value) 9a2. b) Adjacent 1. Wood frame (insulation R -value) 9b1, 2. Masonry (insulation R -value) 9b2.. 10. Gelling type and insulation a) Attic (insulation R -value) b) Single assembly (insulation R -value) 103. _ 210b. _9 _ Sic %} lE" kt'Gg 11. Air distribution system: a) Duct location, insulation its. b) AHU location 11b,trc c) Total duct leakage. Test report attached. 11e. _ _ cftnit00 a.f. yes No 12. Cooling system: a) type 12a _ X l 5 I b) efficiency 12b. 13. Heating system: a)type 13a. St b) efficiency: 13b.` 14. HVAC sizing calculation: attached 14. i[ , 0 Yes 19 No 0 g 15. Water heating system: a) type 158. b) efficiency 15b. 1 heraby certifythat the plans and specifications covered by this form are, Review of plans and specifications covered by this form Indicate l( In compliance with the Florida Building Code, Energy C Mal fQ compliance with the Florida Building Code, Energy Conservation: Before PREPARED BY: , -- - Date 1 J f / I construction Is complete; this building will be inspected for compliance in I hereby certify that this bulldl g is Incompliance with the Florida Building accordance with Section '5 09, F.S. Code Energy Conservation CODE OFFICIAL: OWNNERIAGENTr Date: 5/31116 Date' 4 ' FLORIDA BUILDING CODE -- ENERGY CONSERVATION, 5th EDITION (2014) R -C.3 Copyright to or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Richard Ficklighter on iul 1, 2015 2:08:56 PM pursuant to License Agreement. No further reproductions authorized. FORMS Residential Building Thermal Envelope Approach FORM R402-2014 Ciimate Zone q, Scope: Compliance with Section R402,1.1 of the Florida Building Code, Energy Conservat/on, shaft be demonstrated by use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations, and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by Me UA Alternative method, it may still. comply under Section R405 of the Florida Building Code, Energy Conservation. Muunw1 r BUILDER: 8: 511 E 10th St Sanford Florida PERMrrnNG OFFICE: Sanford AZZ Holdings LLC JURISDICTION NUMBER: 1. FIR In all the applicable spaces of the 'To Be Installed" column on Table R402A with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 2; complete page 1 based on the -To fie inswited" column Information. 3. Read the requirements of Table R4028 and check each box to Indicate your intent to comply with all applicable items. 4. Read, sign and data the "Prepared By" oatrtlficatkm statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 1. Arirlitina 2. Single-family detached or multiphka nily attached 2. SjA i F ij r 3. If mumple4amfly, number of units covered by this submission 3. NIA 4. Is this a worst case? (yealho) 4. No 5 Conditlorted floor area (sq. fL) 5. X399 6 Windows, type and area a) U -factor: 8a. ,40 b) Solar Heat Gain Coefficient (SHGC) 8b. .25 c). Area ec. 25.9 7. Skylights a) U -factor. 7a b) Solar Heat Gain Coeffident (SHGC) 7b. S. Floor type, area or perimeter, and insulation: a) Slab -on -grade (R -vain) as. b) wood, raised (R -value) lib. R-19 329 SF c) Wood, cornrnon (R -value) 8c d) Concrete, raised (R -value) ad. e) Concrete, common (12 value) 8e. 9. Walt type and Insulation: a) Exterior. 1. Wood frame (Insulation R -value) gal, R-13 468.56 SF 2. Masonry (Insulation R=value) SQ. b) Adjacent 1. Wood frame (Insulation R -value) 9b1. 2. Masonry (Insulation R -value) 9bZ 10. Celling type and insulation a) Attic (Insulation R -value) 108. b) Single assembly (Insulation R -value) lob. R-30 329 SF (See Atta(tment) 11., Air distribution system; a) duct location, Insulation its. R-6 b) AHU location lib. Existing c) Total duct leakage. Test report attached, Ile. dmM 00 orf. yes No 12. Cooling system: a) type 12a. FYic,,Tinq b) ettic" 121L 19. Heating system: a)" t3a Exist b) efficiency: 13b. 14. HVAC sizing calculation: attached 14 .6 Ton Yes El No 15. Water heating system: a) type 1sa. N/A b) efficiency 15b. 1 hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form Indicate in compliance with the Ffodda Building Code, Energy Conservation. compliance with the Florida Building Code, EneW Conearvedon, Before PREPARED BY: Date construction is compkde, this building will be Inspected for compliance in I hereby certify that this building to In compliance with the Florida Building accordance with Section 553.908, F.S. Cods, Energy Conaervotim CODE OFFICIAL: OMMERIAGM: Date• Data: i FLORIDA BUILDING CODE - ENERGY CONSERVATION, 5th EDITION (2014) R -C.3 i c i ' Copyrigbi to, or bcensed by, ICC (ALL RIGHTS RESERVED); accessed by Richard Ricklighter on Jul 1, 2015 2:08:56 PM pursuant to License Agreerncgt. No further *rodudioru.autlwrized. FORMS TABLE R402A, a: a a a D a a a a f g a i a a a a a a a a a a a a BUILDING COMPONENT- PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES climate Zone 1 Climate Zone 2 Windows: UL -Factor = 0.85' it -Factor = 0.40Z t{ -Factor = . SHGC = 0.25 SHGC = 0.25 SHGC= .25 Skylights : U -factor = 0.75 U! factor = 0.65 U -factor = SHGC = 0.30 SHGC = 0.30 SHGC Doors: Exterior door U lector = 0.853` U -factor = 0.403 U -factor= Floors: Stah-onrade NR NR Over unoonditioried spaces' R-13 R-13 R -Value = R-19 Wails` :Ext. and Adj. ' Frame R-13 R-13 R -Value = R-13 Mass insulation on wall interior; R-4 R-8 R -Value = Insulation on wall exterior R-3 R-4 R -Value = Cellingss: R--30, 8=38 R -Value = R-30 See Attchment Air infiltration: Blower door test is required on the building envelope to verify leakage <_ 5 ACH; Total leakage '= ACH tee report provided to code official. Test report Attached? Yes Q No Air distribution systems: Air handling unit Not allowed in elk Location: Existing Duct R -value' R -value Z R-8 (supply in attics) or Z R-6 (all other dud locations} R -Value = R-6 Air leakage': Dud test. Posttest n test: Total leakage S 4 dm1100 s.f. Total leakage _ cfrril100s.f. Rough -in best Total leakage<_ 3 cfm/100 s.f. Test report Attached? Yes No Duds in conditioned space Test not required If all duds and AHU are In conditioned space Location. Air conditioning system: Minimum federal standard required by NAECAs. Central system :5 65.000 Btwb SEER 13.0 SEER= ExistingRoomunttorPTHCEERItomTableC403.2.3(3)] EER Other. See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard require) by NAECA" Heat pump <_ 85,000 Sbdh HSPF 7.7 (before 1/1/15); HSPF 8.2 (as of 1/1/15) HSPF = Existing Gas fumam,' ni jn-weetherized AFUE 80% AFUE = Oil furnace, i on-»eathedzed AFUE 83% AFUE = Other. Water heating system (storage type): Minimum federal standard required by NAECA" Electric' 40 gal: EF = 0.92 Gallons = 50 gal. EF = 0.90 EF =' N/AGas #ireo e 40 gal: EF = 4.59 Gallons = 50 gat: EF = 0.58 EF = Other (desoribb): a a NR = No regWmment 1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in ander to comply with this code using a this method. a (2) For impact fated fenestration comglymg with Section 8301.2.1.2 ofthe Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building the maximum U -factor sl al] be 0.75 in Climate Zone 1 and,0.65 in Climate Zone 2. An area -weighted average of Ufactor and-SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-fac tor and SHGC requirement based on a Sections R402.3.1, R402.3.2 and R402.3.3. 3) One side -hinged opaque door assembly. up to 24 square feet is exempted from this U -factor requirement. 4) R -values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the -interior of wall" a requirement waist be met except if at least 50 percent of the insulation, required for the "exterior of wall" is installed exterior of, or integral to, the wa11., 5) Duets & AHU installed "substantially leak free" per Section 84032.2. Test required by an energy raker certified in accordance with Section 553.99, FloridaaStatutes, or as authorized by Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. a 6)Minimu efficiencies are those set by the National Appliance Energy Consertion Act of 1987 for typical residential equipment and are subject to NAECA regulations. For va r other types of equipment, see Tables 0403.2.3(1-11) of the Commercial Provisions of the Florida Buildinj.Code, Energy a Conservation a ( 7) For other electric storage volumes, min. EF = 0.97 - (0.00132' volume). 8) For other natural gas storage volumes, min EF = 0.67 - (0.0019' volume). R -CA FLORIDA BUILDING CODE — ENERGY CONSERVATION, 5th EDITION (2014) Y , ` Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED), accessed by Richard Kicklighrm' on Jul 1, 2015 2 08:56.YM,pursuant to Lieeaseu Agreernmt. No fiather reproductions authorized. Project Summary Doe: Mart 41 wridght '® Date: Mar 28, 2016 Entire louse By: RINK For: AZZ Holdings LLC 511 E loth St, Sanford, A Notes'. Addition only TN. ,Des n informa#><on, .:., Ex ,: N x, Weather: Orlando Sanford AP, FL, US Winter Design Conditions Outside db 42 °F Inside db 70 T Design TD 28 °F Heating Summary 93 Structure 3073 Btuh Ducts 119, Btuh Centra}. vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping: 0 Bfuh. Equipment load 3192 Btuh infiltration Method Simplified Construction quality Average Fireplaces 0 Area, ft Heating doling 329 Volume t113) 266332 2632 Air changes/hour 0.61 0.32 EquN. AVF (cfm) 27 14 Heating Equipment Summary Summer Design. Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M 50Relativehumidity Ducts 56 Moisture difference 38 gr/Ib Sensible Cooling EquipmentLoad Sizing Structure 4947 Btuh Ducts 347 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Make Rate/swing multiplier . 0.98 Trade Equipment sensible load 5189 Btuh Latent Cooling Equipment Load Sizing Stricture 1163 Btuh Ducts 56 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1219 Btuh . Equipment total load 6407 Btuh Req. total capacity at 0.70 SHR 0.6 ton Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0Btuh Heating output 0 Btuh Latent cooling 10 Btuh Temperature nse 0 `F Total cooling 0 Btuh, Actual air flow 231 cfm Actual air flow 231 cfm Air flow factor' 0.072 cfm/Btuh Air flow factor 0.044cfm/Btuh Static pressure 0 in H2O Static pressure I I rb in H2O Space thermostat Load sensible heat ratio 0.81 Sal&Yaft vabues have been marnmby overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -,Jun -06 09:21:06 vvrighft6ftRight-SuteS Universal 2012 12.0.07 RSU50093 Page 1 14r-C- C:\Users\lucky\Docume..nts\Wrightsoft HVAC\2016-041.rup Calc = M;J8 Front Door faces: N wrightsoft° Right -M Worksheet Entire House Job: 2016-041 Date: Agar 28, 2016 By: RWK 1 Room name Entire House Add"rtionOnly 2 Exposed wall 58.6 ft 58.6 ft 3 Room height 0 ft 8.0 ft heat/cool 4 Room cimensions 0 x .0 ft 5 Roan area 0 ft2 0 ft2 Ty Construction U -value Or HTM Area ftq Load number Btuwft--F) Bt 2) or perimeer (ft) Btuh) or perimeter (ft) Btuh) Heat Coot Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 W 12B -()SW 0.097 n 2.69 276 81 68 184 189 81 68 184 189 1D-c2ov 0.570 n 15.79 18.10 13 0 204 233 13 0 204 233 W 126-0sw 0.097 a 269 2.76 44 44 118 122 44 44 118 122 W 1213-0sw 0.097 s 269 2.76 175 162 436 448 175 162 436 448 1 1 L --G 1 D-c2ov 0.570 s 15.79. 18.10 13 26 204 233 13 13 204 233 W 128-0sw 0.097 w 2.69 276 169 169 455 468 169 169 455 468 C 18A -30n -d 0.034 0.94 1.00 329 329 310 329 329 329 310 329 F 19A-19cscp 0.049 1.06 0.69 329 329 350 227 329 329 350 227 6 c) AED exaasion 0 0 Envelope loss/gain 2260 2250 2260 2250 12 a) Infiltration 814 277 814 277 b) Room v+erdilation 0 0 0 0 13 internal gains: Occupants @ 230 4 920 4 920 Appliances/other 1500 1500 Stdxotal (Imes 6 to 13) 3073 4947 3073 4947 Less edemai load 0 0 0 0 Less transfer 0 0 0 0 RedstrWion 0 0 0 0 14 Subtotal 3073 4,947 3073 4947 15 Duct loads . 49/. 71/. 119 347 4% 71% 119 347 Total room toad 3192 5294 3192 5294 Air required (am) 231 231 231 231 wrightsof - .Right -Suite® Universal 2012 12.0.07 RSU50093 C:\Users\Lucky\Documents\Wrrghtsoft HVAC\2016-041.rup Calc - MJ8 Front Door faces: N 2016 -Jun -06 09:21:07 Page i Boundary Survey Legal Description: REcoxD COPY Lot 1, Block 12. Tier B, E. R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the Plat thereof as recorded in Plat Book 1, Page 56, Public Records of Seminole County, Florida. Flood Zone X Panel: 0070 F Community Number 12117C Date: 9/28/2007 CERTIFIED TO: Aziz Yousef L1 N 00°16'24" W 49.97'(M) between Witness Comers) Asphalt Road) 66' Platted Public Right -of -Way) E. 10th Street Edge of Pavement Witness Comer - True Comer ntl. 1%" Iron Pipe N 9 NOT located ` No Identification) ra• 8' Common Area Concretem 3,8 Steps N C U2' Legend- C Calculated g o 12 PC - Point of Curvature P _ Pae9 9 K / 9 Screened Porch PI - Point of Intersection P.O.B.- Point of Beginning P.O.L.- Point on Line 0 00 Ric ....RFSpiiFrPo F.11 D Description PP -Power Pole o a- s'"T THE DE One Story PRM - Permanent Reference Lot 6 LO:Wood FIRM 637 LB 7623PatrickK. Irelan', fcoaXNd Frame been located UNLESS otherwise noted. Block 12 PT - Point of Tangency Residence -- I :.'.:. This SUfvBy ISI B d Said Cefhfied Pttfrfiea. Tier B D o 511 FFE CV Rad. - Radial Use of This Survey for Purposes other than Intended, Without 10.7' Fnd. - Found Rbc - Rebar r Can Iron Pipe Rec. -Recovered Q0m LL Length (Arc) Roofed give ANY Rights or Benefits to Anyone Other than those Certified. o MN8D Measured Nail &Disk 101 !r 114' Flood Zone Determination Shown Heron is Given as a Courtesy, and O N.R. Non -Radial RoofedC? Wood neck Z ORB P Official Records Book Plat UE - Utility Easement VW - Water Meter affected by Flood Factors and/or other information NEITHER known by NOR given to this Surveying Company at the time of this Endeavor. www.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) 124.00'(P) 00' 0" E 123.94'(C) o Wdness Comer) 00 00" E 116.94'(M) Dirt Drive 10.2' BB" End. 4" Iron Pipe 1 No Identification I _^ a- 0O rn O O O I W Lot 1 - Block 12 lin Tier B O O 82.4' o rame Shed O wood Floor) r) True ComerWitness Comer- S 89°57'51" W 116.72'(M) NOT located ',..! Fnd. 3/4" Rebar ( to Witness CComer Survey Line for Mathematical Closure ONLY) Lot 7 Block 12 Tier B l ( No Identification) S 89°57'51" W 123.72'(C) 124.00'(P) Lot 2 Block 12 Tier B Fnd. 2" Iron Pipe No Identification) I I I MIN E a Lu bp Ito - 104 5 APPROVE r.' i-,LANS. ENG. DEPT. r ok I c,4 , ,,,e r`ov 2 v af-S cu J e c_ n c1 W ECaa2_ Oec 1n-.s 4no1 bath, r aow, w i -4' ov -4- i 4X ,-hies 5 Graphic Scale 0' 15' 30' 60' Scale: 1 "=30' i Field Date: 03-01-16 Date Completed: 03-02-16 Notes- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions O( Record. IN"byc«nrythat mbB-ndary&Uveyoffh.oa.crm.dProperty l. True and Coned to the Beat of my Knowledge and Belief an recently Swveyad under m y Dir—don w the Date shovm, Based m infonrwtlon fumlahed to Me as Noted and Confonne to the Standards of Practice for Land Surveying n the Slate of Florida In accordance % t tYnptor 5,1-17.052 Morlde Administrative Codee, Pursuant 472 Florida Smhibe& Drawn By: SP File Number: IS -26744 Legend- C Calculated g Centedine PC - Point of Curvature P _ Pae99 Bearing Basis shown hereon, is Assumed and Based upon the Line Denoted with a' BB' K / BCM Conc. Concrete Block Concrete Monument Concrete PI - Point of Intersection P.O.B.- Point of Beginning P.O.L.- Point on Line Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Ric ....RFSpiiFrPo F.11 D Description PP -Power Pole o a- s'"T THE DE Drainage Easement PRM - Permanent Reference Roof Overhangs, Underground Utilities and/or Footers have NOT FIRM 637 LB 7623PatrickK. Irelan', fcoaXNd Esmt. Easement Monument been located UNLESS otherwise noted. F.E.M.A. Federal Emergency PT - Point of Tangency Septic Tanks and/or Drainfield locations are approximate and MUST This SUfvBy ISI B d Said Cefhfied Pttfrfiea. Management Agency R -Radius be verified by appropriate Utility Location Companies ThI851f NOT VALID JflbOltBBd Wlltl $U S $SSI. FFE Finished Floor Elevation Rad. - Radial Use of This Survey for Purposes other than Intended, Without Ireland & Asscetiaies Su1'lleyi,g Inc. Fnd. - Found Rbc - Rebar r Can Iron Pipe Rec. -Recovered Written Verification, Will be at the User's Sole Risk and Liability to the Surveyor. Nothing Hereon shall be Construed toto LL Length (Arc) Roofed give ANY Rights or Benefits to Anyone Other than those Certified. 1 M N8D Measured Nail &Disk Set Set -Set'/:" Rebar r3 Rebar Cap "LB 7623" Flood Zone Determination Shown Heron is Given as a Courtesy, and 1301 S. International Parkway Suite 2001 N.R. Non -Radial Typ. -Typical is Subject to Final Approval by F.E.M.A. This Determination may be Lake Mary, Florida 32746ORB P Official Records Book Plat UE - Utility Easement VW - Water Meter affected by Flood Factors and/or other information NEITHER known by NOR given to this Surveying Company at the time of this Endeavor. www.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) Ireland 8 Associates Surveying Inc. and the signing surveyor assume Office -407.678.3366 Fax -407.320.8165WoodFence0- - Chain Link Fence NO Liability for the Accuracy of this Determination. Revision, E01EIVE City of Sanford Response to Comments FEB 9, 2017Building & Fire Prevention Division L Ph: 407.688.5150 Fax: 407.688.5152 13Y:YD j Email: building@sanfordfl.gov Permit # Submittal Date Project Address: E I'D a Contact: tor- CASO J Ph: L.\ --o 1 9 a S 3 4 Fax: Email: i Trades encompassed in revision: General description of revision: w SQBuilding i L;Ne, Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals 54-7- 2.,(-- 1% r JTR1N1TY'j ERp TABLEJE: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E-2: NON -INSULATED; MECHANICALLY ATTACHED SOPRAFIX,,BONDER ROOF"COVER System De Roof Cover (Note 14) Base Membrane Roof Cover (Note 14) MDP JVo. Note 1) Slip Sheetck psf) Base Fasteners Spacing Ply Cap 60.0 Min. 19/32- Optional), One or more layers Sopra- Soprema #14 MP with SOPRAFIX 2 3/8 in:. 12 -inch o.c. within the 5- W-96: Min. 19/32 -inch Nl-BZ. inch plywood G or Modified Sopra-G, loose laid Unilay SB Stress Plates inch wide, heat -welded None None 52.5 side laps Trufast #14 HD with Trufast'2" Barbed 6 -inch ox: the 4- Min. 19/32- Optional) One or more layers Sopra- SOPRAFIX Base 621 within W-88. inch plywood G or ModifiedSopra-G, loose laid or 622' Metal Seam Plates or'Soprema #14 MP inch wide; heat -welded None. SBS-CAl 82.$ Fasteners with Soprafix 2-inctiSeam:Plat6 side laps Trufast#14 HD with Trufast 2" Barbed 6 -inch o.c. within the 4- Elastophene SP or:SP W-89. Min. 19/32- Optional)' One or more layers. Sopra- SOPRAFIX Base 610, Metal Seam Plates or Soprema #14 MR inch: wide, heat -welded 3.0 or Sopralene 180 SP SBS-CA1 82,5 inch plywood G or Modified Sopra-G, loose laid 611, 612, 614 or 622 Fastenersmith Soprafix 2 -inch Seam Plates, side,laps or 180 SP 3.5,torch- applied Trufast #14 HD, with Trufast 2" Barbed 6 -inch o.c. within the 4- W-90. Min. 19/32= Optional) One or more layers Sopra- SOPRAFIX Base 610, Metal Seam PlatesorSoprema #14 MP inch wide, heat -welded Optional) SBS -TA -F SBS -TA -F 82.5 inch plywood G or Modified',Sopra G, loose laid 611, 612, 614 or 622 Fasteners.with Soprafix 2 -inch Seam Plates side laps Min. 19/32- Optional) One or more layers Sopra- Soprema #14 MP with SOPRAFIX'2 3/8 in. 6 -inch o.c. within 5 -inch W-91. inch,plywood G or"Modified Sopra-G, loose laid Unilay SB'Stress Plates wide heat -welded laps None. None 82.5 WRH FASTENERS s:- AND BATTEN BARS wi ,' sORBATTEN $TRIPS -. €; li ' _' ' - > - ". i`ti z`' - f< ._., *=v ^" e 7 4m r + .i r u.,. war a„ _ ter . a OMG Large Head #15 Roofgrip with Min. 19/32- OptionalpOne or more layers Sopra-. 6 -inch o.c. within 5 -inch W-92. inch plywood G or Modified Sopra G; loose aid SOPRAFIX Base 622 Polymer Batten Strip orSoprema #15 EL wide, heat -welded laps. None SBS=CA1 90.0 w1th.50PRAFIX.MBB or MBB -R OMG Large Head #15 Roofgrip with 6 -inch o.c. within 5 -inch Elastophene SP or SP' W=93. Min. 19/32- Optional) One or more layers Sopra- SOPRAFIX Base 614; Polymer Batten Strip orSoprema #15 EL wide, heat -welded 30 or Sopralerie'180 SP SBS=CA1' 90.0 inch plywood G or Modified Sopra-G; loose laid or 641, with SOP or` 180 SP 3.5, torch - applied OMG Large Head #15 Roofgrip with 6 -inch o.c. within 5 -inch N/-94. Min. 19/32- Optional) One or more;layers Sopra- SOPRAFIX Base 614, Polymer Batten Strip or Soprema 1115 EL wide, heat welded orself- Optional)585-TA-F SBS=TA-F 90.0 inch plywood G or ModifiedrSopra-G; loose laid or 641 With SOPRAFIX MBB or MBB -R adhering laps. TABLE 1F:'WOOD DECKS= NEW CONSTRUCTION OR REROOF.(TEAR-OFF) SYSTEIVI TYPE F: NON -INSULATED,:: BONDED BASE MEMBRANE, BONDED ROOF COVER System Deck Roof Cover (Note 14) MDP' Base Ply CapNo. Note ) psf) W-95. Min. 19/32 -inch SBS-CA2, 12 -inch o.c. Optional)'SBS-CA1, SBS -W, SBS -AA, SBS-TA-F.or SBS -SA SBS-CA1, SBS-CA3; SBS -AA, SBS -TA -F or SBS -SA, 60.0 plywood W-96: Min. 19/32 -inch SBS-CA2,-12-inch ox. Optional) 585-GA1, SBS{A31 SBS -AA, SBS -TA -F or SBS -SA 58S-CA1;SBS-CA3, SBS -AA, SBS -TA -,F or SBS -SA, 97,5 plywood Exterior Research, and :Design, LLC. d/b/a Trinity l ERD Evaluation Report 535000.12.10-R1,6 for FL3915-R20 Certificate of Authorization #9503 Revision 16: 06/16/2016 Prepared by: Robert Nieminen, PE -59166 AppendixI, Page 16 of 93 w s i r I Revision.! ' City of Sanford Response to Comments 0 'APR 10 20V Building, & Fire Prevention Division' Ph: 407.688.5150 Fax: 407.688.5152 BY: Email: building@sanfordfl.gov s i Permit # ' D ,14- S Submittal Date Ll' )o t Project Address:, Q S+ (Q2f Contact:.. w f L A, o Er t 1-.u 6_.aSS Ph: Fax: UPEmail: O M C o we) MTradesencompassedinrevision: General description of revision: Building Plumbing 0 Electrical. El Mechanical' El Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities 0 Waste Water Planning Engineering Fire Prevention i Building ? i SCPA Parcel View: 25-19-30-5AG-120B-0010 Page 1 of 2 Property Record Card CFAi Parcel: 25-19-30-5AG-1208-0010 Owner: AZZ HOLDINGS LLC Property Address: 511 E 10TH ST SANFORD, FL 32771 Parcel Information Parcel j 25-19-30-5AG-120B-0010 Owner i AZZ HOLDINGS LLC LOT 1 BLK 12 TR B f Property Address 511 E 10TH ST SANFORD, FL 32771 Values j Mailing98 HOLLOW PINE DR OVIEDO, FL 32765 Cost/Market Subdivision Name ! SANFORD TOWN OF Number of Buildings Tax District I St-SANFORD 1 DOR Use Code 01 SINGLE FAMILY 5,509 7 Exemptions Depreciated EXFT Value Value Summary F T 2016 Working 2015 Certified I LOT 1 BLK 12 TR B Values Values j Valuation Method Cost/Market Cost/Market I Number of Buildings 1 1 j Depreciated Bldg Value 5,509 12,487 Depreciated EXFT Value 200 200 Land Value (Market) 8,138 8,138 g Land Value A 13,84711 I Schools $13,847 Just/Market Value 13,847 20,825 f Portability Adj Seminole County GIS Value Summary F T 2016 Working 2015 Certified I LOT 1 BLK 12 TR B Values Values j Valuation Method Cost/Market Cost/Market I Number of Buildings 1 1 j Depreciated Bldg Value 5,509 12,487 Depreciated EXFT Value 200 200 Land Value (Market) 8,138 8,138 g Land Value A 13,84711 I Schools $13,847 Just/Market Value 13,847 20,825 f Portability Adj 13,8471 1 I SJWM(Saint Johns Water Management) $13,847 Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 i P&G Adj 0 0 Assessed Value 13,847 20,825 Tax Amount without SOH: $423.82 2015 Tax Bill Amount $423.82 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 1 BLK 12 TR B TOWN OF SANFORD jPBIPG56 4 Taxes Taxing Authority Assessment Value LExempt Values i Taxable Value i County General Fund $13,847 0 13,84711 I Schools $13,847 0 13,847 ( s City Sanford $13,847 0 13,8471 1 I SJWM(Saint Johns Water Management) $13,847 0 13.847 j County Bonds $13,847 y 0 13,847 Sales FDescription Date Book Page Amount Qualified Vac/Imp i WARRANTY DEED 7/1/2015 08513 0818 l 13,800 No Improved i I i QUIT CLAIM DEED 10/1/2008 07073 0536 100: No ; improved 11 QUIT CLAIM DEED 10/1/1997 03446 0221 100 No Improved i Find Comparable Sales Land Frontage TTDepthI Units LUnits Pricey m Land Value t FRONT FOOT & DEPTH 500.00 -.— 01 A— 175.00 8,138124.00 T_ vT Building Information Is Bed/Bath count incorrect? Click Here. YBuiltYearui_ Description Fixtures i Bed ; Bath ! Base Area Total SF { Living SF Ext Wall Adj Value j Repl Value j Appendages I Actual/Effective ; i 1 '. SINGLE 1920 3 1 1.0 608 758 608 SIDING 5,509 $13,772 Description Area FAMILY GRADE 2 si i 110.00 i http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG 120B0010 4/4/2016 Rev. 9/08 ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713:001-713.37, µFLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM. FOR `:PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR` .OR A SUBCONTRACTOR FAILS TO ,PAY SUBCONTRACTORS, 'SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR 3 IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR,` YOUR CONTRACTOR MAY, ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN: IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED " TO PAY. TO PROTECT YOURSELF,, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITHA: WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU, A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. CONSTRUCTION CONTRACT This Construction Contract (the "Contract"), is made and entered into as of the Effective Date, by and between. DOVE BUILDERS OF CENTRAL FLORIDA,.INC. (the "Contractor''), and CrE s _l.— C the `Buyer"). The "Effective Date" shall be the date on which the last parry signs this Contract. 1. CONTRACTOR AGREES. The Contractor agrees to furnish all of the materials and topiovide all of the labor and services that shall be necessary and required to construct and build in a -workmanlike manner a building (the r Building") for the Buyer on the following described real property (the "Property"): R County. rcl t - P c t r,rt Crl Subdivision: Lot Number.' 0 S- k1l - 30 -'' Q G 60 Address 5\ 1 s I i and in substantial compliance with the plans and specifications prepared therefor and any general or special conditions attached to said plans and specifications which have been approved in writing by the Contractor, and the Buyer and made a part thereof (collectively, the "Plans"). In the event there is a conflict between the Plans and the County Building Code, the County Building Code shall govern. If the Plans are not attached at .the signing of this, Contract, then they shall be agreed upon by both parties prior to the Closing (defined hereafter). Failure to do so makes this Contract null and,void and Buyer, ; shall be' refunded any refundable portion of his deposit. The Contractor further agrees to pay all labor, materials and services used; to deliver same to Buyer freed and discharged of all claims and liens of every nature and description growing out of or in connection with the use, performance and/or furnishing of such labor, materials and services. The work to be performed by Contractor under this Contract is hereinafter referred to as the " Work." 2. CONTRACT PRICE. The Contract price for the construction of said Building in accordance with this _ Contract and for the Property (the "Contract Price") shall be as follows (the costs of building permits; builders' risk insurance, surveys, termite soil treatment, water meter and installation, septic, if any, have been included in the Contract Price unless otherwise noted in the Contract): Lot price: $ , Building price: $ — o Total Contract Price: $ 2t= IS no 0. The ContractPrice shall be paid as follows: Deposit(s) to be held by $ ' V Other Deposit(s): $ -- h New financing, if applicable (the "Loan Amount"): $ — J — Balance to close, subject to adjustments and prorations: $ 5, pc7 P l BUYER HAS READ AND FULLY UNDERSTANDS this page Buver's Initials: Buyer's Rev. 9/08 3. ADJUSTMENT OF CONTRACT PRICE. The Contract Price shall be guaranteed by the Contractor for a period of thirty (30) days after the Effective Date. Should the Closing be delayed past that time, other than by Contractor, Contractor reserves the right to adjust the Contract Price. If Buyer does not agree to the amended Contract Price, all monies previously paid to Contractor and refundable deposits shall be returned to Buyer and all obligations under this Contract shall cease and this Contract shall be null and void. 4.. LOAN FINANCING (check one). Buyer's obligation to close and Contractor's obligation to perform under this Contract is contingent on Buyer's ability to obtain financing. Buyer shall apply for a construction/permanent loan within five (5) days of the Effective Date in, an amount not less than the Loan Amount at prevailing rates and terms. Buyer shall be responsible for timely paying any loan application fees, including credit report and appraisal fee, and giving the lender a copy of this Contract. In the event the lender does not issue a formal written loan commitment within fourteen (14) days after the Effective Date, then the Contractor may terminate this Contract and Buyer shall be refunded any refundable portion of his deposit. Buyer understands and agrees that whatever information lender requires from Buyer may be disclosed to Contractor by lender and that lender is authorized to issue a copy of the written loan commitment to Contractor. If the loan application is approved, then this contingency shall have been deemed satisfied, notwithstanding any condition or contingencies that the lender may require or include in the loan commitment. If the Buyer, for any reason other than default of Contractor, fails to close this transaction after receiving loan approval, Contractor shall retain all deposits made by Buyer ' as liquidated damages liquidated damages are an amount agreed to in advance because it is not feasible to calculate the exact amount of Contractor's damages arising from Buyer's default). Upon notice to Contractor that Buyer has been unable to obtain such loan commitment, Buyer's deposit, except any nonrefundable portion thereof, shall be refunded to Buyer provided that Buyer has complied with the above requirements. This is a cash deal with no contingency for financing 5. DISBURSEMENTS TO CONTRACTOR. If Buyer is financing construction through an institutional lender, disbursements shall be made by lender from the construction loan account in accordance with the lender's standard draw schedule. All disbursements shall be made directly to Contractor except for the final disbursement which shall be made payable to both the Buyer and the Contractor. If Buyer is not financing the construction through an institutional lender, disbursements shall be made by Buyer to Contractor in accordance with the attached Draw Schedule and/or the, construction fund disbursement agreement arranged by Buyer through a third party. Buyer understands that all monies collected by Contractor are deposited directly into the Contractor's operating account. In the event the Buyer fails to timely close and Contractor has, at the request of Buyer, incurred expenses in preparation of Closing and construction, including but not limited to, survey, engineering and architecture fees, the portion of Buyer's deposit(s) equal to the amounts so expended and/or incurred shall become nonrefundable for any reason whatsoever, if the Closing does not timely occur due to reasons beyond Contractor's direct control. Prior to final payment, the Contractor shall submit to the Buyer and the lender an affidavit that any material, equipment, services and indebtedness connected with the Work has been paid or otherwise satisfied. 6. CLOSING DATE. The date for Closing of the Contract shall be on or before thirty (30) days after the Effective Date, unless otherwise extended by Contractor in writing (the "Closing Date"). 7. CLOSING. On or before the Closing Date, the Buyer shall pay to Contractor the Closing Disbursement defined below) in exchange for Contractor's transfer of title to the Buyer as set forth in the Contract (the "Closing"). 8. CLOSING COSTS AND DISBURSEMENTS. Buyer shall pay all financing and Closing costs. In addition to the Lot Price, Contractor shall receive at the Closing: (i) ten percent (10%) of the Contract Price; (ii) an amount equal to the sales commissions owed by Contractor, and (iii) all other costs incurred by or the responsibility of Contractor pursuant to terms of this Contract which are due before or at Closing, including, but not limited to, pennit fees, Building Plan fees, survey fees, engineering fees and architecture fees (collectively, the "Closing Disbursement"). If Buyer is financing the purchase and/or construction, Buyer shall make prior arrangements with the lender to ensure the Closing Disbursement is fully -funded to the Contractor at Closing—any shortfalls which the lender is unwilling or unable to fund at Closing shall be the responsibility of Buyer. 9. CONVEYANCE. Contractor shall transfer title to the Buyer by special warranty deed free and clear of all liens and encumbrances except taxes and assessments not yet due; easements, covenants and restrictions of record; matters appearing on the plat of the Subdivision; utility and developers' agreements of record; recorded resolutions for municipal service taxing units; other matters of record common to the Subdivision; record mineral rights reservations; and applicable laws and restrictions imposed by the applicable governmental authorities. 2 BUYER HAS READ AND FULLY UNDERSTANDS this page Buyer's Initials: Buyer's Initials: Rev. 9/08 10. TITLE INSURANCE. Buyer may purchase at Buyer's expense an owner's title insurance policy. Buyer shall be responsible for any loan policy required by the lender, including any endorsements. Buyer shall also be responsible for all related title charges and fees. If Buyer chooses to purchase title insurance, Buyer must request such title work from Title Agent in writing within five (5) days after the Effective Date, otherwise Buyer. will be deemed to have waived any title objections and accepted the Property as -is. If a title insurance commitment disclses that the Property is subject to defects that are not permitted by this Contract and that render title unmarketable, at least five (5) days prior to the loan closing Buyer shall so notify the Contractor and Contractor shall have one hundred twenty (120) days to cure the defect. If Contractor fails or refuses timely to cure the defect, Buyer will have the right to accept title subject to the defect or to terminate this Contract, whereupon any refundable portion of Buyer's deposit(s) will be returned to Buyer and neither party will have any remaining rights or obligations hereunder. 11. CLOSING AND TITLE AGENT. Given the complexity of this transaction, Contractor requires that Contractor's attorney (or other closing agent designated by Contractor) conduct the closing(,) set forth in this Contract and write any title insurance required by Buyer or Buyer's lender. If title insurance is requested, the title agent shall deliver a written title insurance commitment, including copies of all exception documents, within fifteen (15) days after the Effective Date. 12. CONTRACTOR'S RIGHT TO TERMINATE CONTRACT. Should the Work be stopped by any public authority for a period of thirty (30) days or more, through no fault of the Contractor, or should the Work be stopped through act or neglect of the Buyer for a period of seven (7) days, or should the Buyer wrongfully fail to pay the Contractor any payment within seven (7) days after it is due, then the Contractor, upon seven (7) days written notice to the Buyer, may stop the Work or terminate the Contract and recover from the Buyer payment for all Work scheduled and any loss sustained and reasonable profit and damages. 13. BUYER'S RIGHT TO TERMINATE CONTRACT. The Buyer may, with the concurrence of the lender, stop Work or terminate the Contract upon seven (7) days written notice to the Contractor upon occurrence of any one or more of the following events: (i) if the Contractor commences a voluntary case under any chapter of the Bankruptcy Code; ii) if the Contractor makes general assignment for the benefit of creditors, or a trustee or receiver is appointed to administer the Contractor's property or enforce alien; (iii) if the Contractor admits in writing an inability to pay its debts as they become due; or (iv) if the Contractor consistently fails to perform the Work in accordance with the Contract. 14. SUBORDINATION OF BUYER'S RIGHTS. Buyer agrees that every lien, claim, right, title and interest collectively, "Claims") of Buyer in the Property, including without implied limitation, equitable Claims and Claims arising from this Contract, are junior and inferior to the lien of every mortgage heretofore or hereafter granted by Contractor or Owner (defined hereafter) in* favor of a lender encumbering the Property, and Buyer hereby subordinates Buyer's Claims in the Property to the liens of such mortgages. 15. INSURANCE. Contractor shall maintain builders risk insurance on the improvements for the full replacement value thereof until a certificate of occupancy has been issued by the respective governmental authority. Contractor shall also maintain worker's compensation insurance and general liability insurance during the construction period. From and after the date of issuance of the certificate of occupancy, Buyer shall be responsible for maintaining hazard insurance on all improvements and shall be responsible for the loss of .any materials delivered to the Work site. The Buyer shall be responsible for, and at Buyer's option may maintain, such insurance as will protect Buyer from contingent liability to others because of bodily injury, including death,, which may arise from the performance of Work and other obligations under this Contract, or any other liability for damages which the Contractor is required to insure under any provision of this Contract. 16. ACCESS TO WORK AND INFORMATION. Contractor shall have full responsibility for general management of construction of said Building and shall have full and sole authority over the performance of all subcontractors, suppliers and laborers (collectively, "Workers"). Buyer shall not instruct or direct the Workers with respect to any matters pertaining to the Work or otherwise related to the Building without Contractor's prior written consent. Buyer acknowledges that the Workers are independent contractors and not the agent of the Contractor, and therefore do not have the authority to bind the Contractor with respect to any matters pertaining to the Work or otherwise related to the Building. If Buyer hues an independent inspector, then that inspector shall have access to the Property provided that inspections are made by appointment with the Contractor. BUYER HAS READ AND FULLY UNDERSTANDS this page Buyer's Initials: Buyer's Initials: Rev. 9/08 17. SURVEYS, PERMITS AND REGULATIONS. The Contractor shall furnish all surveys, permits, and licenses necessary for the prosecution of the Work, including the requirements of the construction and permanent financing. These items shall be secured and paid for by the Contractor, including but not limited to, sales taxes, unpaid impact fees, utility connection fees and building permit and County inspection fees. The Contractor shall comply with all laws and regulations bearing on the conduct of the Work and shall notify the Buyer if the Plans are at variance therewith. In the event any governmental authority imposes any impact fee, building fee or tax, not already imposed at the time of this Contract date, Buyer will be responsible for the payment of that fee or tax. The Contractor shall pay all royalties and license fees. Contractor will defend all suits or claims for infringement of any patent rights, and shall save the Buyer harmless from loss on account thereof. 18. MATERIALS, WORKMANSHIP, EMPLOYEES. Except as otherwise noted, Contractor shall provide and pay for all materials, labor, tools, water, sewer, power, portable toilets, and any other items necessary to construct the Building. All materials shall be new, and both workmanship and materials shall be of good quality. All laborers and subcontractors shall be skilled in their trades. The Contractor will provide the Buyer with a Preferred Vendors List. Buyer retains the right to choose a non -established subcontractor for materials and/or labor, however, the Buyer would be responsible for deposits, workmanship, materials, warranty and fees related to delays in construction. No change or alteration in said Plans and the Work to be done thereunder shall be made without the joint written consent of the Buyer and the Contractor. Buyer understands that Contractor may elect not to perform a change or, alteration to said Plans if Contractor, at Contractor's sole discretion, determines Buyer's request infeasible. ANY INCREASE IN THE CONTRACT PRICE RESULTING FROM A CHANGE SHALL BE PAID BY BUYER TO CONTRACTOR AT THE TIME TIIE CHANGE ORDER IS AGREED TO BY BUYER AND CONTRACTOR IN. WRI"PING. ALL MONIES COLLECTED WILL BECOME NONREFUNDABLE UNDER ALL CIRCUMSTANCES K'n,ATSOEVER. Any decrease in the Contract Price resulting from a change shall reduce the amount due Contractor under final disbursements. It is the understanding between the Contractor and Buyer that Buyer will make all changes and alterations to the Plans, if any, before construction begins. These changes shall occur during the redline plan session with the Contractor prior to Closing. In the event Buyer requests a change or alteration after the redline session has taken place, Buyer shall be charged an automatic $250.00 administrative fee payable at time of request in addition to the cost of the change or alteration. The administrative fee, along with the cost of the change, are nonrefundable under all circumstances whatsoever, and due at time of approval by the Buyer and Contractor. All allowances are included in the Plans attached hereto and made a part of this Contract. Buyer shall make all selections prior to commencement of construction. The Contractor shall furnish for approval all samples; as directed by the. Buyer. The Work shall be in strict accordance with approved samples. In the event Buyer does not make the necessary selections, causing a potential delay in cohstruction, Buyer hereby gives Contractor authority to select those items. Buyer agrees to accept Contractor's choices and proceed with the completion of this transaction. 19. ESTIMATED COMPLETION DATE;. COST OVERRUNS. The Contractor agrees that it will secure a building permit in an expeditious manner after Closing and funding of the Closing Disbursement, and that it shall promptly commence construction upon securing said permit. The Contractor further agrees to perform the Work in an expeditious manner and shall substantially complete, finish and deliver said Building to Buyer in accordance with said Plans and this Contract no later than(_) calendar months after commencement of construction (the "Estimated Completion Date"). The only extensions to this time interval that will be allowed are for delays resulting from actions beyond the Contractor's control or for delays caused by changes to Plans or unavailable selections by the Buyer after commencement of construction. Approval by the County Building Inspector evidenced by the issuance of a certificate of occupancy shall constitute substantial completion of said Building ("Substantial Completion"). Buyer shall not occupy the Building and Contractor shall not be required to deliver the keys to said Building until a certificate of occupancy has been issued by the governing authority and one hundred percent (1009/6) of the Contract Price has been paid to Contractor. IF BUYER OCCUPIES THE BUILDING PRIOR TO SATISFACTION OF THESE CONDITIONS, BUYER SHALL BE DEEMED TO HAVE WAIVED ANY OBJECTIONS TO THE CONDITION OF THE BUILDING, INCLUDING PUNCH -LIST ITEMS, AND WAIVED ANY RIGHT TO DISPUTE BILLS OR CHANGE ORDERS In the'event construction delays occur, and Contractor is not the direct cause of such delays, causing Substantial Completion of said Building to take longer than the Estimated Completion Date, Contractor reserves the right to collect from Buyer cost overruns caused by the delay not to exceed five percent (5%) of the original Contract Price. Contractor will document such cost overruns, if any. Contractor shall use reasonable efforts to substantially complete Buyer's punch list within thirty (30) days after issuance of the certificate of occupancy. 4 BUYER HAS READ AND FULLY UNDERSTANDS this page Buyer's Initials: Buyer's Initials: Rev. 9/08 20. CLEANING UP. The Contractor shall keep the Property reasonably free from accumulation of waste material and rubbish and at the completion of the Work it shall remove from the Property all rubbish, implements and surplus materials and leave the Building vacuum cleaned and windows washed and cleaned. . 21. ONE YEAR BUILDER'S WARRANTY. Contractor warrants that for one (1) year after completion of the Building, all major components of the Building will be free of defect and will function in the manner for which that component is intended. For purposes of this provision, the major components of the Building -,vill be deemed to consist of the roof, walls, foundation, plumbing system, floors, ceilings, and electrical wiring. If a defect surfaces in any of these components within one year after Substantial Completion, Contractor will repair the defect at Contractor's own expense. Notwithstanding the foregoing, Contractor will have no responsibility to correct problems with any of the major components resulting from abuse or from wind, fire, storm or other such casualty. Repair of such defects shall be Buyer's sole liability and responsibility. THIS SHALL BE THE SOLE WARRANTY, EXPRESSED OR IMPLIED, FOR WHICH CONTRACTOR WILL BE HELD, RESPONSIBLE, AND IS GIVEN IN LIEU OF ALL OTHER WARRANTIES. CONTRACTOR HAS MADE NO GEOLOGICAL OR ENVIRONMENTAL TESTS OR SURVEYS OF THE PROPERTY AND MAKES NO WARRANTY CONCERNING GEOLOGICAL OR ENVIRONMENTAL MATTERS SUCH AS SINKHOLES, CONTAMINATION, OR RADON GAS. CONTRACTOR MAKES NO tiXIARRANT'Y AlITH RESPECT TO ITEMS PROVIDED BY OTHER MANUFACTURERS SUCH AS, BUT NOT LIMITED TO, AIR CONDITIONER, KITCHEN APPLIANCES, WATER HEATER, OR "CONSUMER PRODUCTS" (AS DEFINED BY THE FEDERAL TRADE COMMISSION). Contractor agrees to transfer to Buyer all manufacturer's warranties for such items without recourse to Contractor. CONTRACTOR SHALL NOT BE BOUND BY ANY STATEMENT OR REPRESENTATION BY ANY PERSON UNLESS SUCH IS SPECIFICALLY SET FORTH IN THIS CON'TRACT. BUYER ACKNOVILEDGES THAT BUYER HAS EXECUTED THIS CONTRACT SOLELY ON THE BASIS OF THE CONTENTS OF THIS CONTRACT AND NOT IN RELIANCE ON ANY OTHER STATEMENT OR REPRESENTATION ATTRIBUTED TO CONTRACTOR. 22. ASSIGNMENT. Neither party to the Contract shall assign the Contract nor sublet it as whole without the written consent of the other, nor shall the Contractor assign any moncy(s) due or to become due to him hereunder, without the previous written consent of the Buyer. 23. REMEDIES. If Buyer fails to perform as required by this Contract, all payments made by Buyer or Buyer's lender shall be retained by Contractor as liquidated damages, and the obligations and liabilities of both parties under the Contract shall terminate; or, at Contractor's. option, Contractor may proceed in equity to enforce Contractor's rights under the Contract. If Contractor fails to cure a default under the Contract within fifteen (15) days after receipt of written notice from Buyer of said default, Buyer's sole and exclusive remedies shall be specific performance, or return of the refundable portion of Buyer's deposit(s) and termination of the Contract. Notwithstanding anything to the contrary in this Contract, in no event shall Contractor ever be deemed liable to Buyer or in default of this Contract for any delay in the completion of any Work caused by strikes, lock -outs, war, unavailability of materials, floods, weather conditions, governmental regulations and acts, Subdivision regulations and acts, or by reason of any other fact which shall not have been caused by the act or default of Contractor. 24. INDEMNITY. Buyer agrees to indemnify and hold Contractor harmless from all fines, penalties, costs, damages, losses and expenses, including judgments and attorneys' fees, resulting from claims arising from damages or injury to persons or property occasioned by Buyer or Buyer's agents, third parties, force majeure or other causes beyond Contractor's control. 25. COMMISSION. Contractor agrees to pay any commissions due in accordance with a separate listing agreement. Any brokers' fee viii be paid in full at construction loan closing. 26.. PRORATIONS. Taxes and assessments shall be prorated as of the date of delivery of the deed. If the amount of taxes for the current year cannot be ascertained, rates, millages and assessed valuations for the previous year shall be used, due allowances being made for homestead or other exemptions if allowed for either year. Tax prorations based on an estimate may be readjusted after closing if the parties so agree in writing at closing. 27. INTEREST. Any amount due from Buyer to Contractor under this Contract will bear interest from the due date through the time of full payment at the highest lawful rate. 28. RESTRICTIVE COVENANTS. Buyer hereby declares that they have received a copy ofthe recorded or to be recorded covenants and restrictions affecting the use and enjoyment of the Subdivision. 5 BUYER HAS READ AND FULLY UNDERSTANDS this page Buver's initials: Buyer's Initials: Rev. 9/08 29. CONTINGENCIES. Contractor's obligations are contingent on Contractor's obtaining all permits and approvals required for construction and occupancy of the Building. If Contractor is unable to obtain any required permit or approval, Contractor may terminate this Contract at Contractor's discretion. Buyer acknowledges that Contractor may not presently own the Property. This Contract is contingent on Contractor's ability to have title to the Property transferred to Buyer. If Contractor is unable to have title to the Property transferred to Buyer at the loan closing, then Contractor or Buyer may terminate this Contract. 30. RECORDING. Buyer may not record this Contract or any evidence hereof in any public records. Should Buyer attempt to record this Contract or any evidence hereof, Buyer shall be deemed in default hereof and Contractor may terminate the Contract. 31. WAIVER. No waiver of any provision hereof shall be effective unless executed in writing by the party claimed to have made the waiver: No waiver of a provision hereof shall constitute a continuing waiver. A party's forbearance to enforce any available rights or to exercise any available remedy, or to insist upon strict compliance herewith, shall not be deemed a waiver or forfeiture of such rights, remedies or strict compliance. A party's acceptance of any late or inadequate performance, shall not constitute a waiver or forfeiture of that party's right to treat such performance as an event of default or to require timely and adequate performance in the future. 32. SURVIVAL. All indemnities, covenants, warranties, rights and obligations set forth in this Contract shall survive after the termination of the Contract. 33. FAIR AND USUAL MEANING. The language used in this Contract will be construed according to the fair and usual meaning of the language, and will not be strictly construed for or against either party. 34. MODIFICATION. This Contract shall not be modified except in writing signed by both Contractor and Buyer, or their designated agents. 35. PARTIES UNDERSTANDING. It is expressly agreed that this Contract constitutes the sole understanding between the parties hereto and that no oral understanding, representation, promise or any other statement whatsoever made by anyone whomsoever shall be binding upon Contractor unless the same is contained herein or in another instrument attached hereto and made a part of this Contract and duly signed by all parties. 36. NOTICE. Any notice given pursuant to the Contract shall be sent Return Receipt Requested in the U.S. Mail as follows: Buyer:Contractor. 37. MEDIATION/ARBITRATION; ATTORNEY'S FEES. Resolution of disputes related to the Contract shall be by informal mediation and binding arbitration unless Contractor determines that it has insurance covering the claim, in which case Contractor's insurer will have sole discretion to determine whether this paragraph shall apply to such dispute. Should any dispute concerning any aspect of this Contract arise between the parties such disputes shall be settled first by conducting mediation, then by referral to arbitration as provided below. Either party may give notice to the other of the existence of a dispute and a desire to commence dispute resolution proceedings. Mediation, then arbitration of any matters unresolved by mediation, will proceed in accordance with the dispute resolution rules and standards of the American Arbitration Association (AAA), which are made a part of this Contract. AAA will provide a mediator, and if required an arbitrator, who is a lawyer admitted to practice in the courts of the State of Florida and who has experience in the construction industry. Any award by an arbitrator will be in writing, signed by the arbitrator, and will be binding upon, the parties. Each party will pay their own attorneys' fees, and the fees and costs for mediation and arbitration will be evenly divided between the parties, and will be paid by them. Seminole County, Florida will be the exclusive venue and jurisdiction for resolution of all disputes, by whatever process. 6 BUYER HAS READ AND FULLY UNDERSTANDS this page Buyer's Initials' Buyer's Initials: Rev. 9/08 38. PHOTOGRAPHY AND MARKETING During and/or after completion of the project, Dove Builders of Central Florida, Inc. reserves the right to film, photograph and market the work that has been completed. This includes, but is not limited to the use of photographs in various magazines, posting them on our website, displaying them in our office and submitting them to newspapers and professional industry magazines, newspapers and professional industry publications etc. This form of marketing enables our company to promote and show examples of our completed work. The Owner reserves the right to withhold their name from any articles or materials that are published in relationship to their project. 39. DISCLOSURES. a. Radon Gas. Radon gas is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radiation that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon testing may be obtained from your County Public Health unit. b. Mold. Mold is found both indoors and outdoors. The presence of mold may cause property damage or health problems. Should you desire a mold inspection or, additional information about mold, contact a professional trained in this field. c. Restrictive Covenants. PURCHASER hereby declares that it has received a copy of the recorded or to be recorded covenants and restrictions affecting the use and enjoyment of the Subdivision. d. Homeowners' Association. IF THE DISCLOSURE SUMMARY REQUIRED BY SECTION 720.401, FLORIDA STATUTES, HAS, NOT BEEN PROVIDED TO THE PROSPECTIVE PURCHASER BEFORE EXECUTING THIS CONTRACT FOR SALE, THIS CONTRACT" IS VOIDABLE BY PURCHASER BY DELIVERING TO SELLER OR SELLER'S AGENT WRITTEN NOTICE OF THE PURCHASER'S INTENTION TO CANCEL WITHIN 3 DAYS AFTER RECEIPTOF THE DISCLOSURE SUMMARY OR PRIOR TO CLOSING, WHICHEVER OCCURS FIRST. ANY PURPORTED WAIVER OF THIS VOIDABILITY RIGHT HAS NO EFFECT. PURCHASER'S RIGHT TO VOID THIS CONTRACT SHALL TERMINATE AT CLOSING. THE FOLLOWING STATEMENTS AND DISCLOSURES ARE MADE PURSUANT TO SECTION 720.401, FLORIDA STATUTES -PURCHASER SHOULD NOT EXECUTE THIS CONTRACT UNTIL PURCHASER HAS READ THE FOLLOWING DISCLOSURE SUMMARY: As a purchaser of Property in this community, you will be obligated to be a member of a homeowner's association. There have been or will be recordedrestrictive covenants governing the use and occupancy of properties in this community. You will be obligated to pay assessments to the association. Assessments may be subject to periodic change. The current amount is $.. per year. You will also be obligated to pay any special assessments imposed by the association. Such special assessments may be subject to change. You may be obligated to pay special assessments to the respective municipality;_ county or special district. All assessments are subject to periodic change. Your failure to pay these assessments could result in alien on your Property. There may be an obligation to pay rent or land use fees for recreational or other commonly used facilities as an obligation of membership in the homeowners' association. The developer may have the right to amend the restrictive covenants without the approval of the association membership or the approval of the parcel owners. The statements contained in this disclosure form are only summary in nature, and, as a prospective purchaser, you should refer to the covenants and the association governing documents. These documents are either matters of public record and can be obtained from the record office in the county where the Property is located, or are not recorded and can be obtained from the developer. e. Construction Industries Recovery Fund. PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATELICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD, 1940 N. MONROE ST., TALLAHASSEE, FL 32399-0783,(850) 487-1395. 7 BUYER HAS READ AND FULLY UNDERSTANDS this page Buver's Initials: Buyer's Initials: Rev. 9/08 f Buyer of One -family or Two-family Residential Unit. THE BUYER OF A ONE -FAMILY OR TWOFAMILY RESIDENTIAL DWELLING UNIT HAS THE RIGHT TO HAVE ALL DEPOSIT FUNDS (UP TO 10 PERCENT OF THE PURCHASE PRICE) DEPOSITED IN AN ESCROW ACCOUNT. THIS RIGHT MAY BE WAIVED, IN WRITING, BY THE BUYER. BY SIGNING BELOW, PURCHASER HEREBY WAIVES HIS RIGHT TO HAVE HIS DEPOSIT FUNDS DEPOSITED IN AN ESCROW ACCOUNT. g. Property Taxes. BUYER SHOULD NOT RELY ON THE SELLER'S CURRENT PROPERTY TAXES AS THE AMOUNT OF PROPERTY TAXES THAT THE BUYER MAY BE OBLIGATED TO PAY IN THE YEAR SUBSEQUENT TO PURCHASE. A CHANGE OF OWNERSHIP OR PROPERTY IMPROVEMENTS TRIGGERS REASSESSMENTS OF THE PROPERTY THAT COULD RESULT IN HIGHER PROPERTY TAXES. IF YOU HAVE ANY QUESTIONS CONCERNING VALUATION, CONTACT THE COUNTY PROPERTY APPRAISER'S OFFICE FOR INFORMATION. h. Notice of Claim. CHAPTER 558, FLORIDA STATUTES CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE REFERRING TO CHAPTER 558 OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE, THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. i. Energy -efficiency Information Brochure. PURCHASER acknowledges PURCHASER received before executing this Agreement a copy of the applicable brochure on the Florida .Building Energy Efficiency Rating System published by the Florida Department of Community Affairs pursuant to Section 553.996, Florida Statutes. j. Energy Performance Display Card. In accordance with Section 553.9085, Florida Statutes, an energy performance display card is attached hereto and incorporated by reference herein. k. Insulation. Insulation for the Building shall be installed as per "Insulation Disclosure Rider" or per specifications attached hereto and made a part of this Agreement. IN WITNESS WHEREOF, the Buyer and Contractor have executed this Contract as of the date indicated below their respective signatures. BU Z L Print name: 2 L oV ie h Date: Print name: Date: CONTRACTOR" DOVE BUILDERS OF CENTRAL FLORIDA, INC., a Florida corporation By: l.rw i (`lj- Thomas R. Cason, President Date: 4 I S 1 1 (,n g BUYER HAS READ AND FULLY UNDERSTANDS this page Buyer's Initials: Rover's Initials: REQUIRED INSPECTION SEQUENCE 9-um'"61, PERMIT Minn Max Inspection DESS E!g1jLn LC) Footer / Setback 1-0 Footer / Slab Steel BondStemwall Electric Rough Zo Foundation / Form Board Survey t boo Pre -Power Final Slab / Mono Slab Prepour Electric Final Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls so Sheathing — Roof A0 Roof Dry In 30 Frame 540 Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen. Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence low Final Building (Other) REVISED: June 2014 Address: 45:;vt r- tt75&4C--. 7- ---- - Min max Ins2ection Description gas Electric Underground Min Max k Footer / Slab Steel Bond to Electric Rough Zo T-U.G. t boo Pre -Power Final i Cup Electric Final Minn Max inspection Description Mechanical Rough 1. Cn5Q Mechanical Final Min Max Inspection Dese tion Gas Underground as Rough TG—as Final Min Max k Pl"-I,;-- Underground I ID Plumbing Sewer Zo Plumbing Tub Set t boo Plumbing Final Minn Max inspection Description Mechanical Rough 1. Cn5Q Mechanical Final Min Max Inspection Dese tion Gas Underground as Rough TG—as Final oaa VTR SIL SINK WC nmSPa iUl SNS BATH PLUMBING ISO 11'_3" PROPOSED 114 SQ F NEW BATH ROOM 2" 3/4CW C/2' HW TUB/SH 3/4' CW 1/2" WC 112' HW1/2" 3/4' CW SINK 3/4' HW EY,ISTING 3/4 WATER PLUMBING ISO CW / HW TIE-IN 1/2" INSULATE REQUIRED ON HW PIPING AND STOP VALVES WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREERATIDN OF THESE PLANS TO AVOID MISTAKES, WE CANNOT GUARANTEE AGAINST HUMAN ERROR CONTRACTOR SHALL VERIFY ALL DIMENSIONS S: STRUCTURAL ENGINEERING, IN FIELD. Client and Consultant each agree to indemnity and hold the other harmless, and their respective officers, employees, agents, and representatives from and against liability for all claims, losses, damages, and expenses, including reasonable atomeys' fees, to the extent such claims, losses, damages, or expenses are caused by the indemnifying party's claims, losses, damages, or expenses are caused by Me joint or concurrent negligence of the client and Consultaa they shall be home by each party in proportion to is negligence. The standard of care for all professional services performed or furnished by the Consultant under this Agreement will be the skill and care used by members of the Consultant's profession practicing under similar circumstances at the same times and in the same locality. Consultant makes no warranties, express or implied, under Agreement or otherwise, in connection with Consultanrs services. Legend New Frame Wall CMU Pier at Ftr. Pad D Existing Frame Wall Window I / 1V I NEW BATH I I / o I, 5'-0 i I BED RM I 8-0" CLG. LAMINATE 10'-4" 2'—g„ FAMILY P.M 8'-0" CLG. LAMINATE RECORD COPY PROPOSED 114 SQ FT BED RM/ADDITION STEPS P'.` ti E o it N 9 N II + € 4 BED PM 2 , I V/ 8'-0" CLG, IL 011 Z o \ I p I REF, o w N KITCHEN F I 1 1 8-0' CLO. N I CARPET STAI1 , 21,. 5" STEPS 21'-11" PROPOSED NEW FLOOR PLAN EVIEWED POR CODE COMPLIAN n I PLANS EXAMINER IS-j-(P DATE 0 BED RM 3. m w1LD/NGa'-0" CCG.- LAMINATE SANFORD I PROPOSED 101 SQ F T 5 2 2 I BED RM/ADDITION J SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE c.> N m d W ZfA CM O1N OMN 5U' D C vJ d2NLLC W d! V C o'J d z MSI a O v O za c cc V LLL wo oN o s CR gQKN pow W1 a ski r JW W U+ N O tItU2 Zry:+c 9a ar- oWLLJcug_a N wZa a°^ W ZfA CM O1N OMN 5U' D C vJ d2NLLC W d! OmZW C •OI d z MSI a O v O za c cc V LLL BPAWN B'! RCMT' 10-7—iS-1 SHEET 1 11'-3" M a BED RM I 8-0" CLG, LAMINATE J SS I 2"x4" © 16" O.C., TYP. 1x6 T&G SIDING TO MATCH EXIST OR VINYL SIDING OVER HOUSE WRAP VAPOR BARRIER ON 1/2" OSB BOARD NAIL 8d, 4" EDGE, 12" FIELD, O.C.) C 101_91 LD REF, o w KITCHEN o 8'-0' CLG. CARPET nn 4'-G„ 2'-13 i I FAMILY RM l 8'-0• cLr,, LAMINATE Li 21'-11" MEP BY OWNER PROPOSED FLOOR PLAN ADDITION 10'-6" 3044 EGRESS ARC FAULT 9-1o, AFC FAULT ZI 0 BED RM P 8-0" CLO, I'0 I ARC FAULT U O IL `) enlS I\ ARC FAULT \ O I ARC FA LT f AR(! I FAULT BED RM 3. 2'-O" CLG LAMINATE APC FAULT ARC FAULT 3044 EG:ESS L2"x4" @ 16" O.C., TYP. 1x6 T&G SIDING TO MATCH EXIST OR VYNIL SIDING OVER HOUSE WRAP VAPOR BARRIER ON 1/2" OSB BOARD NAIL 8d, 4" EDGE, 12 FIELD, O.C.) J ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 2011, ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12" AEF UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED, IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTION, THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS. ASSOCIATION "STANDARD OF INSTALLATION",AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THE INTENDED FUNCTIONS 6. ALL WIRE SHALL BE STD #10 AND #12 AND SHALL BE MC CABLE OR APPROVED EQUAL. 7. ALL EMT CONDUIT SHALL BE STRAPPED THE STRUCTURAL MEMBERS WITH SELF TAPPING HEX HEAD SCREWS. 8 ALL CONDUCTORS FROM THE HOME RUN ON SHALL BE TYPE MC # 12 CABLE. THE HOMERUN SHALL BE IN 3/4" EMT CONDUIT, 9, LIGHTING FIXTURES PER OWNER 10. ALL GFI OUTLETS SHALL BE IN 402-1/8" DEEP BOXES W/ RAISED SURFACE COVERS 1, All smoke detectors to be hard wired and Interconnected. 2 Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field, or by Metz Design Inc. as additional services. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and METZ Design Inc. must he notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING & CONVENIENCE OUTLETS ONLY. MOLYET ENGINEERING LLC WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. IT'S THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/BUILDER BUT MUST REMAIN WITHIN ALL LOCAL AND STATE GUIDELINES. j\LDING, SANFORD ELECTRICAL CONTRACTOR TO CERTIFY ELECTRICAL SYSTEM 16-1045 m N W m W aOfn KNy Z,fi r° C=w Z C CY W Z WaN a " a " " W C i O Z Q LL N Go' O f°Zuid°' maZ a0p W Xs c v_ w v c3 O a - U o wo o m N W m W aOfn KNy Z,fi r° C=w Z C CY W Z WaN a " a " " W C Z Q LL N Go' O f°Zuid°' maZ a0p W Xs c v_ o V LL 1. By RCMaE 10-7q 15 1/4" _ 1. a.. EE 2 4" x24" AUGER 301 HORZ. 2x8 LEDGER ATTACH WITH 1/2" TYPICAL 4 PLACES 21'-11" PROPOSED FLAMING PLAN 4"x30" AUGER BOLTED TO HORZ, (2) 2x8 RIM JOIST ATTACH WITH 1/2" THRU BOLT DOUBLE NUT OR LOCK NUT TYPICAL 4 PLACES 8" CONC. BLK. W1 1 #5 VERT. ROD CONC. FILLED CELL GRADE 40, 24% 24'x8" GONG. FTG. PAD 6'-6" C TO C MAX. w1EDING SA` FORD O' ART 16- 1045 w wQ o UW s0 J Cs LL cf) Z3 W OL Q LnU) N wm Hm Uc' Hsa N Sz I JW OD W V I tl1 M Oo R'yy CPa au patSfz WR < 00==_ Q=w o € w WZzmm aif V+ 3:3:. (. Mon UQ V a QVV7 a N D N wm Hm NMC Hsa N Sz aMaN Nm C ik JW OD W fQ Q + QWU WRQ0y Oo R'yyCPa au patSfz WR < 00==_ Q=w o € w WZzmm aif V+ 3:3:. (. Mon UQ V a QVV7 a 2 owws2g U Z C N W Z a . n Lu. aMaN Nm C ik zy gNmN';, 5 OZ. J N N p. LL C_ W ail x( G & .`. mZwc 5Z= 12:M05 1 ox E 5 0 OPiWN by CMiE 10-7-15 s[n e ET 3 2x4 TRUSS (COMMON FRAME) PROPOSED FRAMING ROOFING ATTACH RAFTER W/ H2,5 aCH RAFTER W/ H2 5 BOTTOM PLATE IST W/ 1/4` LAG EMDED SANpORD o gRT"4r 16-1045 w wQ O CD LL va ry p in WOLL Q Lo cn x ocaQHzz ca m Q m W 00 N On mmz m 0SW SIL Z U z WLu DJ I Z O r L LL N C« W-8 xOQ Clr mzWCrn Z 65ZEE M1 d¢05 to O is LL Q d LJi OOJ N C> r yOLLc p m Q m W 00 N On mmz m 0SW SIL Z G N z WLu atm} ,n ZW C g pf X17 0C13 4 d C Z O r L LL N C« W-8 xOQ Clr mzWCrn Z 65ZEE M1 d¢05 to O is LL RNVN BY n MTE 10-7-15 SC LE 4 SHEET 4 Ef0 WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job and the Engineer must be notified in writing of any variation from the dimensions, conditions and specifications appearing on these plans. STRUCTURAL LUMBER ALL STRUCTURAL (BEARING LUMBER WILL BE #2, SYP. NEW RIDGE VENT NEW BATHROOM NEW RIDGE VENT DO 3040 PROPOSED ADDITION DIGHT SIDE EXISTING ROOF DIST 3040 EXISTING HOUSE EXISTING HOUSE LEFT SIDE EXISTING PORCH 13050 w1LD,NC q'Tt 16- 1045 F - w wQ o 20 J LL - CO Cr - Z3 w O - Q Lo (i) x H W Z Ow= Z M o M N a C 5 LU Z P _ZZ W ut! wZ Z WC Nz°gZ kl 2 o v Cr, AM Q d LJL 3 o wo C) N o r z z BN 0 W Z VA, r2 e a"O]uri Z M o M N a C 5 LU Z Oe -J Ln 4012 LL C — W ut! C p W Z WC Nz°gZ kl a¢0cc oarso v DR -N BY RCMDPTE 0-7 15SCALE 4.= SHEET 5 NON BEARING WALE HEADERS SHALL BE TO HBC SECTION 602.1.3 NEW RIDGE VENT EXISTING HOUSE REAR ELEV. NEW RIDGE VENT EXISTING ROOF NEW ROOF TORCH DOWN 2x STUD CONT. TO TOP PLATE D(IS1NG VIIINDIDIII EXISTING HOUSEi N NNtap IXIM DOOR 6d SPIKES @ 12" DOSDNG WINDOW TOP PLATE W ca 2-2x STUDS HEADER—CONT, z UNDER LINTELS W/ GLUE & NAILED USING 1/2" PLYWD. OPENINGS LESS FLITCH THAN 5'-0" HEADER SCHEDULE OPENING WIDTH BEARING WALL NON—BEARING o OR WALLS SHEARWALL 0'-0" TO 3'-0" 2-2x6'S 2-2x4'S 3'-1" TO 5'-0" 2-2x1O'S 2-2x6'S 5'-1" TO 7'-0" 2-2x12'S 2-2x8'S 9x12 W/ 1/2" 7'-1" TO 9'-0" 2-2x12'S PLYWD. FLITCH NON BEARING WALE HEADERS SHALL BE TO HBC SECTION 602.1.3 NEW RIDGE VENT EXISTING HOUSE REAR ELEV. NEW RIDGE VENT EXISTING ROOF NEW ROOF TORCH DOWN PROPOSED ADDITION FRONT DING SA6 s-r.0 X16- 1045 Lu wQ o U)(r IO J Cf ! LL CID U)Ix w- 7z NEW WINDOWD(IS1NG VIIINDIDIII EXISTING HOUSEi N NNtap IXIM DOOR C 8e7 N C DOSDNG WINDOW PROPOSED ADDITION W ca x - rm z m C O12til D a Z d aca oa( ip O V LL PROPOSED ADDITION FRONT DING SA6 s-r.0 X16- 1045 Lu wQ o U)(r IOJ Cf ! LL CID U)Ix w- 7z 2 ENO N NNtapW Z y C 8e7 N C 2 0LuN LL C O W ca x - rm z m C O12til D a Z d aca oa( ip O V LL wo o 2 ENON NNtapW Z y C 8e7 N C 2 0LuN LL C O W ca x - rm z m C O12til D a Z d aca oa( ip O V LL DRAWN Nl RCMDNTE 10-7q 15s[ c 4.. _ .. SHEET 6 2 1 CONFIRM TORCH DOWN ROOFING OVER 15# FELT EXIST. COMMON FRAME ROOF 1/2" OR 5/8" (4 -PLY) PLYWD. SHEATHING OVER 2x8 RAFTERS 20 ROOF RAFTERS (NAIL 8d, 4" EDGE, 12 FIELD, O.C.) EXIST. @12 " O'C. HURRICANE CLIP SIMPSON H2.5 OR EQUAL GALV. MTL OR ALUM. DRIP TO MATCH EXIST. 1/2" GYPSUM BD. NAIL W/ 5d FASCIA MATCH EXISTING COOLER, 7" 0 C. 16" 2"x 4" SUB -FASCIA ALUM. VENTED SOFFIT NEW ROOF SECT. AT BEDROOM ADDITION STRUCTURAL LUMBER ALL STRUCTURAL (BEARING LUMBER WILL BE #2, SYP. EXIST. 3/4" T&G PLYW[ SCREWED OVER 8" J @ 16" O.C. COMMON FRAME ROOF 2x8 RAFTERS @ 24' O.C. ZH Z z ov QW J 07 Q I z NEW 1/2" DRYWALL ON @ 16" O.C. W/ R-11 BATT INSULATION 12 12 2 1/2 CONFIRM ARCHITECTURAL SHINGLES ROOFING OVER 15# FELT EXIST. 1/2" OR 5/8" (4 -PLY) PLYWD. SHEATHING OVER 2x8 RAFTERS NAIL 8d, 4" EDGE, 12" FIELD, O.C.) EXIST. HURRICANE CEIP— SIMPSON H2.5 OR EQUAL R R RiGALV MTL. OR ALUM. DRIP TO MATCH EXIST. 1/2" GYPSUM BD. NAIL W/ 5d COOLER, 7" O.C. 1) LAYER- 3/4" T&C PLYWD GLUED SCREWED OVER 8" JOIST @ 16" 0-C. CONNECT EACH STUD W/ SIMPSON SP4, NAIL 6-10d x 1-1/2" TO STUD, OR SP1 F.F. 100.00 FL JOIST VAPOR BARRIER R 19 INSULATIO LUS28 TYPICAL EACH END • a Q° 4 a L FASCIA MATCH EXISTING 6" 2"x 4" SUB -FASCIA ALUM. VENTED SOFFIT 2) 2"x 6" HEADER W/ 1/2" FLETCH PLATE W/ 1/4" x 4" LAG SCREW 24" 16" OC STAGGERED 4 NEW TYP. WALL SECT. & FTG. DETAIL W/ TIE INTO EXIST. HOUSE 2"x 4" TOP PLATES ALUMN. WINDOW SEE PLAN VYNIL SIDING OR LAP SIDING OVER HOUSE WRAP VAPOR BARRIER ON 1/2" OSB BOARD NAIL 8d, 4" EDGE, 12" FIELD, QC-) 2"x4" @ 16" O.C., TYR. ALIGN R-13 INSULT. LAP SIDING OVER 15 LB FELT OVER 1/2" OSB 2"x 4" BOTTOM PLATE 2"x 8" TYPICAL RIM JOIST 2"x 6" PT SILL PLATE 8" CONC. BLK. W/ 1 5 VERT. ROD EPDXY 4" INTO PAD WITH GONG FILLED CELL GRADE 40, 24"x 24" GONG. FTG. PAD w/ (2) #5 RB EACH WAY 6'-6" C TO C MAX. 4" x24" AUGER BOLTED TOG HORZ. 2x8 RIM JOIST ATTACH WITH 1/2" THRU BOL TYPICAL 4 PLACES 16-1045 w wQ o c O J C) U- H WLLO z3 z u)W m N w LugCow 4yQ o JW LU Viso z Q p aQQU VaIlI g cwwcu] U U z N GO IxLu 2. x nl7 r ra cam- O3 C c oro 0 a LL N o zw wi x c rn w q mZuj c a G gZ O a` b=1 nx05 O a 'cc `p V LL o a, No m N w LugCow 4yQ o JW LU Viso z Q p aQQU VaIlI g cwwcu] U DFRWN BT RCMDATE 10-7-1511AE SHEET 7 C7z EN IxLu 2. x nl7 r ra 3 US 0CCN, N.0 C. 0 a LL N o zw wi x c rn w mZuj c a gZ b=1 nx05 O a 'cc `p V LL DFRWN BT RCMDATE 10-7-1511AE SHEET 7 RECORD COPY r ECEIVED JUN 0 7 2016 sLI i } $ of ,1 E ;i, 1 Building lFire r . '13 floni, Product Approval Spetifloati on form Permit # # 1 6= 1 0 4 5 tip Project Location Address 5 t 1 E'` As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building `components listed below if they .are to beutilizedontheconstructionprojectforwhichyou. are applying for a building permit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. `Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtainedat www.floridabuilding.org. The following information must be available on the jobsite for inspections; 1. This entire product approval form 2. A copy of the manufacturer's installation detains and requirements for each product. June 2414 1 E Manufacturer e' Florida Approval # including decimal) E Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) Walls3. Panel I I iSidingT Soffits o Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin -les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive. Spray Applied Polyurethane Roofing, E.P.S. Roof Panels Roof Vents Other June 2014 2 y A Category/Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll up -- EquipmentEuiment Other 6. Skylights _ Skylights Other 7. Structural Components Wood Connectors 1 Anchors Truss Plates Engineered Lumber Railing. Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name t Please Print) June 2014 3 iE 6/2/2016 Florida Building Code Online Florida Department 1 U d BCIS Home ( Log In j User Registration y Hot Topics l Submit Surcharge l Stats &Fads l Publications FBC Staff j BCIS Site Map Links :, Search l Busines Profess aIOUSER: ProductApproval Public User - 7JUNRegulationIFDJ- CF Product Aooroval Menu > Product or Application Search > Application List > Application Detail 0 7FL # FL11206-R9ApplicationTypeRevision Code Version 2014ApplicationStatusApproved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pelia.com Authorized Signature TROY FARR tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com Quality Assurance Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark,or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK Engineering 61 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S,2/A440-08 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 2008 https://www.floridabuilding.orgipr/pr appo.aspx?param=wGEVXQwtDgs6WGOnd[UHY12YafaN4S6kesnpTNrynmD%2bBFFlrID5dA%3d%3d 1/5 6/02016 Florida Building Code Online Date Submitted 01/20/2015 Date Validated 02/03/2015 Date Pending FBC Approval Date Approved 02/08/2015 Summary of Products FL # Model, Number or Name Description 11206.1 Series 10/20 High Performance Vinyl High Performance Single Hung Window (42" x 72") Single Hung 11206.2 Limits of Use Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1046,00.12df FL11206 R9 C CAC 411-H-1043.40.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Impact Resistant: No 08/07/2017 11/17/2017 Design Pressure: +50/-50 Installation Instructions ASTM E1300 standard. Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Evaluation Reports Created by Independent Third Party: Yes FL11206 R9 AE Drawing 1572.odf Evaluation Reports FL11206 R9 AE Drawing 1572.12_df Created by Independent Third Party: Yes 11206.2 Series 10/20 High Performance Single Hung Vinyl High Performance Single Hung Twin Composite (72" x 65-1/2") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R9 C CAC 411-H-1043.40.odf Approved for use outside HVHZ: Yes FL11206 R9 C CAC 411-H-1043.46.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 11/17/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R9 II Drawing 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.3 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.31,odf Approved for use outside HVHZ: Yes FL11206 R9 C CAC 411-H-1043.63.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/31/2018 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R9 II Drawing 1572.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.4 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.55.2df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Indepehdent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.5 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.34:df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date, Impact Resistant: No 11/10/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 157 .odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party:. Yes " Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes hnpsJ/www.floridabuilding.org/pr/pr app dN.aspx?param=wGEVXQwtDgs6WGOndlUH'Yl2YafaN4S6kesnpTNrynmD%2bBFFirID5dA%3d%3d 215 602016 Florida Building Code Online 11206.6 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite 46" x 76") Limits of Use Certification Agency.Certificate: Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.28.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2017 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.7 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 72") Limits of Use Certification Agency.Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL11206 R9 AE Drawing 1572.odf. FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.8 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R9 C CAC 411-H-1043.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/04/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59-1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.16.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/03/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren. W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11266 R9 C CAC 411-H-1043.20.odf Approved for use outside HVHZ: Yes FL11206 R9 C CAC 411-H-1043.24.pdf Impact Resistant: No Quality Assurance Contract Expiration bate Design Pressure: +35/-35 08/07/2017 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R9 II Drawing 1572.odf Verified By: Warren' W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes 11206.11 1 Series 10/20 Single Hung I Vinyl Single Hung Window (36" x.72") - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate Quality Assurance Contract Expiration Date 08/03/2017 Installation Instructions FL11206 R9 II Drawing 1572.odf Verified By: Warren W. Schaefer, RE.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R9 AE Drawing 1572.odf Created by Independent Third Party: Yes httpsllwww.floridabuilding.orgipr/pr app o.aspx?param=wGEVXQwtDgs6WGOnd1UHY12YafaN4S6kesnpTNrynmD%2bBFF1rID5dA°/aid%3d 3/5 6/2/2016 Florida Building Code Online i 11206.12 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.43.pdf, Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure: +35/-35 Installation Instructions - Other: Configurations of glass shall conform to the current . FL11206 R9 II Drawing 1572.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent ThirdParty: Yes Evaluation Reports FL11206 R9 AE Drawino 1572 Ddf Created by Independent Third Party: Yes 11206.13 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 53.5"), Limits of Use Certification Agency Certificate Approved for use, in HVHZ: No 11 _11206 R9 C CAC 411-H-1043 57 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/19/2017 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.Ddf ASTM E1300.standard. Verified By: Warren W. Schaefer, P.E. 44135 11/18/2017° Created by Independent Third Party: Yes Other: Configurations. of glass shall conform to the current Evaluation Reports FL11206 R9 AE'Drawing 1572.odf , FL11206 R9 II Drawina 1572.bdf Created by Independent Third Party: Yes 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96" x 72") Limits of Use Certification Agency Certificate, Approved for use in HVHZ: No FL11206 R9 C CAC -411=H-1043 49 odf Approved for use outside HVHZ: Yes FL112D6 R9 C CAC 411-H-1043.60.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design. Pressure: +30/-30 11/18/2017° Other: Configurations. of glass shall conform to the current Installation Instructions ASTM E1306 standard. FL11206 R9 II Drawina 1572.bdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes - Evaluation Reports FL11206 R9 AE Drawing 1572 pdf Created by Independent Third Party: Yes 11206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72" x 72") Limits of Use -.` Certification Agency Certificate Approved for use In HVHZ: No FL11206 R9 G CAC 411-H-1043 37 (2_if Approved for use outside HVHZ: Yes Quality AssuranceContract Expiration Date Impact Resistant: No 11/17/2017 Design Pressure:. +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.pdf ASTM E1300 standard. Verified -By: Warren W. Schaefer, P.E. 44135. Created by Independent Third Party: Yes . Evaluation Reports FL1,1206 R9 AE Drawing 1572:Ddf ; Created by Independent Third Party: Yes s 11206.16 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers (108" x 72") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R9 C CAC 411-H-1043 74 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/03/2019 Design Pressure: +30/-30 Installation Instructions, Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party:. Yes Evaluation Reports FL11206 R9 AE Drawino 1572.Ddf l Created by Independent'Third Party: Yes s Contact Us :: 1940 North Monroe Street, Tallahassee FL 32394 Phone: 850-487-1824 " The State of Florida is an AA/EEO employer. Coovriaht 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 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 area licensee under Chapter httpsl/www.floridabuilding.org/pr/pr_app_dlJ.aspx?param=wGEVXQwtDgs6WGO,ndiUHYI2YafaN4S6kesnpTNrynmDa/`2bBFFlrlD5dA%3d%3d 4/5 ` I B) a, PRAWN BY: CNEtI(N. Br. B) THESE DRAWINGS ARE AIWVCABLE .ONLY TO E PRODUCT PRAWN BY: CNEtI(N. Br. C+FNERAI NOTES: - 1..- ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED -TO BASE FRAME ANCHOR REQUIREMENTS TABLE ECIFlEO:THEY WY NOT BE USED FOR THE ASSEMBLY AND/oRINSTALUBON OF ANY OTHER PRODIKT NDR MAY KALL •. M.wS '. PIDT: wTc MATERIAL .SHALL BE BEYOND WALL FINISH. OR STUCCO: DEPARTMENT., 2) -PRODUCT IS INSTALLED BY ANYONE 07HER THAN A LICENSED C09MXTOR EXPERIENCED WITH THEY BE USED FOR RAiK1NAL AND/OR LOCAL APPRWAL 8 o+/x/ae 2 OPENINGS, BUCKING &BUCKING FASTENERS MUSE BE PROPERLY DESIGNED &INSTALLED TO TRANSFER WIND BEEN TESTED. - CORNERS & 8" THE LEAST DESIST! PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL m PRODUCED er THE MrNUFACTURERoPRGDU6NRAWN CONTROL FOR THE INSTALLED PRODUCT. ,.` 9. THESE DRAWINGS THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE: INSTALLED PRODUCT IS w STANDARD -. CERTIFY NOT,PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER OR 3.ADS TO TMON-IMPACTESTRUCTURRATED .PRODUCT INSTALLATIONS ARE N ACCORDANCE WITH AND MEET THE REOUBtEMENTS INSTALLER. 48' :M AX. FRAME WIDTH ALTERNATE ANGHQR/SUBSTRATE EVALUATION NOTE SEE "FRAME ANCHOR 8 n h Q OF THE FLORIDA BUILDING CODE (FBC)._ - -. 111 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE o.. z .PERFORMANCE REQUIREMENTS WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND EQUALLY SCALE: 3/4" = 1'-0" : 4, ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SWILL BE CAPABLE OF RESISTINGCORROSIONCAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5) - MIN. 18 G4. 33 KS METAL"STUD 101 GR. 5 SELF TAP DRILL SCREW f TABLE" ON THIS 48" MAX. FRAME WIDTH MAX. y m SHEET FOR... 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT :WITH OTHER DISSIMILAR INSTAU ATXIN EVALUATION IS BASEDON APPLICABLE ANCHOR STANDARDS AND/OR THESE 2—/ SHEET FOR REQUIREMENTS. INFORMATION &'RESULTS FROM APPLICABLE TEST REPORTS.' THE;FLORIDA BUILDING 4" CODE VERSION CONSIDERED WITH'THE!EVALUATION. WAS THAT IN .FORCE AT THE TIME MATERIALS SHALL MEET THE REOUIRELIENTS OF .FLORIDA .BUILDING CODE CHAPTER 20. ANCHORS OF THE EVALUATION. IN THE EVENT OF CODE VERSION.: CHANGES/UPDATES. OR IN THE EVENT THAT NEW OR ADDITIONALTESTING IS COMPLETED ON THE REFERENCED ARE NOT TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & OUALTTY ASSURED BY A CODE'AND ALLOWABLE DESIGN PRESSURE FLORIDA STATE APPROVED CERTIF)CATION/OA ENTITY, & SHALL BE LABELED IN ACCORDANCE WITH THE FEC AND B) THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS, PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S .QUALITY ASSURANCE. BT SPECIFICATIONS & :TESTING REPORTS. FRAME ANCHOR REQUIREMENTS TABLE 7. CERTIFICATION OF THESE •PRODUCT INSTALLATIONS SHALL BE CONSIDERED. VOID IF ANY OF THE FOLLOWING 5 APPLY:. 1) PRODUCT IS INSTALLEDWITHOUTA BUILDING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT., 2) -PRODUCT IS INSTALLED BY ANYONE 07HER THAN A LICENSED C09MXTOR EXPERIENCED WITH 9 WSTALLATIONS OF THIS TYPE OF PRODUCT. 3). IF CHANGES HAVE DCCURRETI TO .THE PRODUCYS-CERTIFICATION FIN ANCHOR ENTITY'S CERTIFICATE. THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT :HAS WITHIN 2".. OF BEEN TESTED. - CORNERS & 8" THE LEAST DESIST! PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL MAX. O.C. WITHCONTROLFORTHEINSTALLEDPRODUCT. ,.` 9. THESE DRAWINGS THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE: INSTALLED PRODUCT IS w STANDARD -. CERTIFY NOT,PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER OR PERFORMANCE INSTALLER. w WINDOWS & 4" ALTERNATE ANGHQR/SUBSTRATE EVALUATION NOTE SEE "FRAME ANCHOR MAX O C WITH Mw.12X4 Wood FRAME oR eDcic NO 10 SMS OR Wooli SCREW ALL ALTERNATE ANCHORS IN THEIR SPECIFIED Q HIGH 111 SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE o.. z .PERFORMANCE REQUIREMENTS WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND EQUALLY WINDOWS. SEE SCALE: 3/4" = 1'-0" : TO BE EQUIVALENT TO OR STRONGER THAN THE FRAME ANCHOR MIN. 18 G4. 33 KS METAL"STUD 101 GR. 5 SELF TAP DRILL SCREW ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. TABLE" ON THIS m REQUIREMENTS TABLE" ON THIS SPACED m SHEET FOR... MIN: 1/8' THK". 60(i3 -T5. ALUM. N0. 10. GR. 5 SELF TAP/OftL SCREW INSTAU ATXIN EVALUATION IS BASEDON APPLICABLE ANCHOR STANDARDS AND/OR THESE 2—/ SHEET FOR REQUIREMENTS. INFORMATION &'RESULTS FROM APPLICABLE TEST REPORTS.' THE;FLORIDA BUILDING CODE VERSION CONSIDERED WITH'THE!EVALUATION. WAS THAT IN .FORCE AT THE TIME a ANCHORS OF THE EVALUATION. IN THE EVENT OF CODE VERSION.: CHANGES/UPDATES. OR IN THE EVENT THAT NEW OR ADDITIONALTESTING IS COMPLETED ON THE REFERENCED ARE NOT PRODUCT,PRIORTO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM. WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE 9" MAX. INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN -CURRENT -TESTING, APPLICABLE STANDARDS. Nw JILBN. 2X4 rWOOD. FRAISE OR BUCKN0:. 70 {SMS OR WOOD SCREW 11 1/4"' 3/4" NNLINU YIN CAJItNLKJ IZILKILJ IV ALLOWABLE DESIGN PRESSURE MIN. 2X4W000 FRAME -DR BUCK fN NO. 8 X 1 1/2" SMS 13/8" B) MIN. GR. 3.&.G=0.55) MIN. 2X4 WOOD FRAME. OR BUCK ' P) 2" X 11 GA ROOFING MNL 1 7/B" oPPosITE MIN. GR. 3 & G-0.55) - FRAME ANCHOR REQUIREMENTS TABLE MIN. 1 8': THK A36 STEEL (3)NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL- B2 FRAME SCREWS 82 s 9 JILBN. 2X4 rWOOD. FRAISE OR BUCKN0:. 70 {SMS OR WOOD SCREW 11 1/4"' 3/4" NNLINU YIN CAJItNLKJ IZILKILJ IV ALLOWABLE DESIGN PRESSURE MIN. 2X4W000 FRAME -DR BUCK fN NO. 8 X 1 1/2" SMS 13/8" 1/2" MIN. GR. 3.&.G=0.55) MIN. 2X4 WOOD FRAME. OR BUCK ' P) 2" X 11 GA ROOFING MNL 1 7/B" 1/2- MIN. GR. 3 & G-0.55) - FRAME ANCHOR REQUIREMENTS TABLE MIN. 1 8': THK A36 STEEL (3)NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL- B2 FRAME SCREWS 82 QY 9 2) CONCREFE.SCREWS SHALL BE ELCO ULTRACONS,'ELCO CRETE -FLEX, ITW RAMSET/RED OPENING. TYPE FRAME/CUP/NAL FlN TO MINIMUM MINIMUM owwN c R EXTERIOR ELEVATION:- 5 WHERE SHOWN. 5 SPACf SUBSTRATE) ,. OPENING FASTENER SINGLE WINDOW ATHEAD & SILL SINGLE WINDOW om SEE "FRAME ANCHOR oPPosNTE Mw.12X4 Wood FRAME oR eDcic NO 10 SMS OR Wooli SCREW 1 I/4" 3/4' Q 2 E I I 111 201 o.. REQUIREMENTS FULL 1/2' EQUALLY FIN SCALE: 3%4" = 1'-0" SCALE: 3/4" = 1'-0" : 1 MIN. 18 G4. 33 KS METAL"STUD 101 GR. 5 SELF TAP DRILL SCREWNO.. MIN. 1 8" LI! A36 STEEL NO. 10 GR. 5.SELF TAP/DRILL SCREW TABLE" ON THIS SPACED m r. o 1a L + MIN: 1/8' THK". 60(i3 -T5. ALUM. N0. 10. GR. 5 SELF TAP/OftL SCREW THESE 2—/ SHEET FOR a ANCHORS REQUIREMENTS. ARE NOT REQ'D WHEN 9" MAX. NwWINDOW FRAME wZv ro F HEIGHT IS a- X 52" OR LESS 9" MAX. o R Z a I. TYP. EACH Ir -3c. n am^. a O SIDE) EQUALLY 3 o o SPACED z C, a cD EQUALLY Z z SPACEDLa ZZ JILBN. 2X4 rWOOD. FRAISE OR BUCKN0:. 70 {SMS OR WOOD SCREW 11 1/4"' 3/4" NNLINU YIN CAJItNLKJ IZILKILJ IV ALLOWABLE DESIGN PRESSURE MIN. 2X4W000 FRAME -DR BUCK fN NO. 8 X 1 1/2" SMS 13/8" 1/2" MIN. GR. 3.&.G=0.55) MIN. 2X4 WOOD FRAME. OR BUCK ' P) 2" X 11 GA ROOFING MNL 1 7/B" 1/2- MIN. GR. 3 & G-0.55) - FRAME ANCHOR REQUIREMENTS TABLE MIN. 1 8': THK A36 STEEL (3)NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL- 1/2, MIN. 1/8' THK 6083-T5 ALUM. (3)NO. 8 GR. 5 SELF 7AP DRILL SCREW FULL 1 2' C4• MAX 9 2) CONCREFE.SCREWS SHALL BE ELCO ULTRACONS,'ELCO CRETE -FLEX, ITW RAMSET/RED OPENING. TYPE FRAME/CUP/NAL FlN TO MINIMUM MINIMUM owwN c R EXTERIOR ELEVATION:- NO ANCHORS REQ'D EXTERIOR ELEVATION: - ORHAVEA. FIAT WASHER AT THE. SCREW HEAD. S CDs SUBSTRATE) ,. OPENING FASTENER EMBED. EDGE DIST SINGLE WINDOW ATHEAD & SILL SINGLE WINDOW om zoo. m 1) FRAME, SCREWS SERIES 200) Mw.12X4 Wood FRAME oR eDcic NO 10 SMS OR Wooli SCREW 1 I/4" 3/4' INSTALLED. SERIES - 101 FRAME SCREW .INSTALLED SERIES. 201 o.. YIN. GR: 3 I' G-0.55) C FULL 1/2' FIN SCALE: 3%4" = 1'-0" SCALE: 3/4" = 1'-0" : aa , W0. MIN. 18 G4. 33 KS METAL"STUD 101 GR. 5 SELF TAP DRILL SCREWNO.. MIN. 1 8" LI! A36 STEEL NO. 10 GR. 5.SELF TAP/DRILL SCREW FULL 1/2" FULL.. - 1/2" I/IW W r. o 1a L + MIN: 1/8' THK". 60(i3 -T5. ALUM. N0. 10. GR. 5 SELF TAP/OftL SCREW JILBN. 2X4 rWOOD. FRAISE OR BUCKN0:. 70 {SMS OR WOOD SCREW 11 1/4"' 3/4" NNLINU YIN CAJItNLKJ IZILKILJ IV ALLOWABLE DESIGN PRESSURE MIN. 2X4W000 FRAME -DR BUCK fN NO. 8 X 1 1/2" SMS 13/8" 1/2" MIN. GR. 3.&.G=0.55) MIN. 2X4 WOOD FRAME. OR BUCK ' P) 2" X 11 GA ROOFING MNL 1 7/B" 1/2- MIN. GR. 3 & G-0.55) - N i J'3U MIN. 1 8': THK A36 STEEL (3)NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL- 1/2, MIN. 1/8' THK 6083-T5 ALUM. (3)NO. 8 GR. 5 SELF 7AP DRILL SCREW FULL 1 2' 1)FRAME SCREWS SHALLBEPAN HEAD OR HEX HEAD SCREW z) 48 59.5 . NO - YES -. YES 35 2) CONCREFE.SCREWS SHALL BE ELCO ULTRACONS,'ELCO CRETE -FLEX, ITW RAMSET/RED 84YES EVENTS YES 35: HEAD TAPCONS OR HILT] KWIK-CON II (HARDENED STEEL OR. S.S.). owwN c R 3) WHO' SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS ORHAVEA. FIAT WASHER AT THE. SCREW HEAD. 1572 1 E 4) ROOFING , NAILS .ARE ONLY APPLICABLE WITH STANDARD .PERFORMANCE WINDOWS (N/A WITH HIGH PERFORMANCE WINDOWS) ALLOWABLE DESIGN PRESSURE ice - SINGLE WINDOW) r ,. HIGH PERFORMANCE WINDOW-- r rr ta`d", N i J'3UWINDOWSIZE , ALLOWABLE MAX. MAX. •- PRESSURE STILE FIXED SASH ACTIVE SASH (POSITIVE. FRAME: -FRAME MEETING RAIL MEETING RAIL & REINFORCEMENT REINfORGEMENTWIDTHHEIGHTREINFORCEMENT NEGATIVE) PSE) co W0 o ' 5) 36 59.5 NO - NO 'YES 35 ij.36 72 YES NO - YES 35' 2y42 '72 YES YES YES 50 z) 48 59.5 . NO - YES -. YES 35 H 48. 72 YES - YES YES. 35 84YES EVENTS YES 35: 0' WINDOW HAS A MAXIMUM 35" TALL BOTTOM VENT.. A MAXIMUM 3 BOTTOMz) WINDOW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS owwN c R ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 1572 1 E SHEET NO. SHALL BE THE LESSER OF THAT. SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. 1 OF 5 FOR MAX. OVERALL UNIT WIDTH; SEE WINDOW FOR MAX. OVERALL UNIT WIDTH; SEE WINDOW PRESSURE TABLE ON THIS SHEET PRESSURE TABLE ON THIS SHEET_ 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" 'MAX. INDIVIDUAL 48" MAX.'INDIVIDUAL . 48 MAX. INDIVIDUAL ` 48" MAX. INDIVIDUAL:' WINDOW WIDTH- WINDOW WIDTH WINDOW WIDTH WINDOW,WIDTH WINDOW WIDTH WINDOW WIDTH ` 2s 3. 21 TO 3' 4» 4»., 4 4" e 4» 4, 4» _4" INSTALLATION CLIPS WHERE SHOWN. SEE , o 'x EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON h4444 -L44 ., 4" 44- 4" MULTIPLE WINDOWS SHEET FOR -REQUIREMENTS. o NOTE: CLIPS MAY BE USED AT -HEAD ALSO EXTERIOR 'ELEVATION: FIN INSTALLED SERIES 10) IN LIEU of FRAME SCREWS MULTIPLE WINDOWS 3 a. rggx SCALE: 3/4' = 1'-O" (FRAME SCREW WSTALLED SERIES 20) w z„ SCALE: 3/4" = 1'-0" W N pUM PRESSURE SHOWN IN THIS TABLE Is TOR INSTALLATION CQNDMONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE .WINDOWS .SHALL BE THE LESSER OF ,THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATEAPPROVALOR THAT SHOWN IN THIS TABLE.: HIGH PERFORMANCE ALL. WINDOWS ARE RESTRICTED BY. THE DIMENSIONS SPECIFIED. 2. E WINDOW 3. IF TRIPLE. MORE WINDOW 3 WINDOWS ARETOBE'MULLEDOlNPONE OPENING; ALLOWABLE PRESSURE,ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. CLUSTER FINEESINGLEWINDOW ELEVATION FOR FIN ANCHOR OVERALL WINDOW SIZEPRESSURE ANCHORS AT MULLION SEE SINGLE WINDOW REQUIREMENTS k I INDIVIDUAL WINDOW I ENDS SUCH THAT ELEVATION FOR FIN POSITIONS -AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL ANCHOR WIDTHS ARE RESTRICTED TO DIMENSIONS SHOWN OF 4 POSITIONED AS REQUIREMENTS & WINDOWS BUT OVERALL UNIT SHOWN. SEE- "FRAME POSITIONS AROUND BUT OVERALL UNIT FRAME WIDTH SHALL ANCHOR WINDOWS FRAME WIDTH SHALL CONTROL REQUIREMENTS. CONTROL TABLE" ON SHEET 1 FOR - REQUIREMENTS XX wsrC UPMON ' I I INSTALLATION CLIPS WHERE SHOWN. SEE , o 'x EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON h4444 -L44 ., 4" 44- 4" MULTIPLE WINDOWS SHEET FOR -REQUIREMENTS. o NOTE: CLIPS MAY BE USED AT -HEAD ALSO EXTERIOR 'ELEVATION: FIN INSTALLED SERIES 10) IN LIEU of FRAME SCREWS MULTIPLE WINDOWS 3 a. rggx SCALE: 3/4' = 1'-O" (FRAME SCREW WSTALLED SERIES 20) w z„ SCALE: 3/4" = 1'-0" W N pUM PRESSURE SHOWN IN THIS TABLE Is TOR INSTALLATION CQNDMONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE .WINDOWS .SHALL BE THE LESSER OF ,THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATEAPPROVALOR THAT SHOWN IN THIS TABLE.: HIGH PERFORMANCE ALL. WINDOWS ARE RESTRICTED BY. THE DIMENSIONS SPECIFIED. 2. E WINDOW 3. IF TRIPLE. MORE WINDOW 3 WINDOWS ARETOBE'MULLEDOlNPONE OPENING; ALLOWABLE PRESSURE,ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. p t b fa7s} s95Z > FNZ 3V ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) a, OVERALL WINDOW SIZEPRESSURE FRAME SCREWS SEE SINGLE WINDOW 3 UXm ELI' WHERE SHOWN, AT ELEVATION FOR FIN I INDIVIDUAL WINDOW I HEAD MULLION END. ANCHOR WIDTHS ARE RESTRICTED SEE "FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN 3- REQUIREMENTS , POSITIONS AROUND BUT OVERALL UNIT 2 Ov 5 TABLE" ON SHEET 1 . WINDOWS FRAME WIDTH SHALL Z FOR REQUIREMENTS. CONTROL I I wsrC UPMON ' P INSTALLATION CLIPS WHERE SHOWN. SEE , o 'x EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON h4444 -L44 ., 4" 44- 4" MULTIPLE WINDOWS SHEET FOR -REQUIREMENTS. o NOTE: CLIPS MAY BE USED AT -HEAD ALSO EXTERIOR 'ELEVATION: FIN INSTALLED SERIES 10) IN LIEU of FRAME SCREWS MULTIPLE WINDOWS 3 a. rggx SCALE: 3/4' = 1'-O" (FRAME SCREW WSTALLED SERIES 20) w z„ SCALE: 3/4" = 1'-0" W N pUM PRESSURE SHOWN IN THIS TABLE Is TOR INSTALLATION CQNDMONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE .WINDOWS .SHALL BE THE LESSER OF ,THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATEAPPROVALOR THAT SHOWN IN THIS TABLE.: HIGH PERFORMANCE ALL. WINDOWS ARE RESTRICTED BY. THE DIMENSIONS SPECIFIED. 2. E WINDOW 3. IF TRIPLE. MORE WINDOW 3 WINDOWS ARETOBE'MULLEDOlNPONE OPENING; ALLOWABLE PRESSURE,ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. p t b fa7s} s95Z > FNZ 3V ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) a, OVERALL WINDOW SIZEPRESSURE K o U' M STILE, FIXED SASH REINFORCEMEMEETING RAIL REINFORCEMENT 3 UXm ELI' MAX. FRAME WIDTH IN.). MAX. FRAME HEIGHT IN.) DOUBLE WINDOWS 72 53.5 1 1 -BEAM NO" NO YES 35WINDOW7265.5 BAR YES YES YES 50.1: 0z x 3- 1572 E9602- - 'YES .= YES .'YES 30 TRIPLE WINDOWS 2 Ov 5 z Z INSTALLATION CLIPS WHERE SHOWN. SEE , o 'x EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON h4444 -L44 ., 4" 44- 4" MULTIPLE WINDOWS SHEET FOR -REQUIREMENTS. o NOTE: CLIPS MAY BE USED AT -HEAD ALSO EXTERIOR 'ELEVATION: FIN INSTALLED SERIES 10) IN LIEU of FRAME SCREWS MULTIPLE WINDOWS 3 a. rggx SCALE: 3/4' = 1'-O" (FRAME SCREW WSTALLED SERIES 20) w z„ SCALE: 3/4" = 1'-0" PRESSURE SHOWN IN THIS TABLE Is TOR INSTALLATION CQNDMONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE .WINDOWS .SHALL BE THE LESSER OF ,THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATEAPPROVALOR THAT SHOWN IN THIS TABLE.: HIGH PERFORMANCE ALL. WINDOWS ARE RESTRICTED BY. THE DIMENSIONS SPECIFIED. 2. E WINDOW 3. IF TRIPLE. MORE WINDOW 3 WINDOWS ARETOBE'MULLEDOlNPONE OPENING; ALLOWABLE PRESSURE,ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. p t b fa7s} s95Z > FNZ 3V ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) a, OVERALL WINDOW SIZEPRESSURE MULLION REINFORCEMENT TYPE STILE, FIXED SASH REINFORCEMEMEETING RAIL REINFORCEMENT ACTIVE SASH MEETING RAIL REINFORCEMENTNEGATNE) ALLOWABLE POSITIVE FSF) MAX. FRAME WIDTH IN.). MAX. FRAME HEIGHT IN.) DOUBLE WINDOWS 72 53.5 1 1 -BEAM NO" NO YES 35WINDOW7265.5 BAR YES YES YES 50.1: I—BEAM 'YES NO YES 3572 3- 1572 E9602- - 'YES .= YES .'YES 30 TRIPLE WINDOWS 2 Ov 5T08___53_5 . -!-BEAM N0 - NO `YES 35 -. 108 J2 I -BEAM-.. YESI NO YES , 35 108",MAX. OVERALL FRAME WIDTH, 108 MAX. OVERALL FRAME WIDTH 48" MAX. INDIVIDUAL - 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL - 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 3 WINDOW WIDTHWINDOW WIDTH WINDOW WIDTH, WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 4" 4. 4" 4" SIMILAR 4" 4" 4" 4" 2" TO 3 Y TO 3" A2 CLUSTER FIN ANCHORS AT MULLION I ENDS SUCH THAT THERE 'ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS _ 1 TABLE" ON SHEET 1 FOR REQUIREMENTS/ w w I ' EE SINGLE WINDOW W N ELEVATION FOR FIN ANCHOR REQUIREMENTS & I INDIVIDUAL WINDOW POSITIONS AROUND WIDTHS ARE RESTRICTED FRAME SCREWS WINDOWS TO DIMENSIONS SHOWN BUT OVERALL UNITI ELEVATION= FOR FIN I FRAME WIDTH SHALL 1 HEADMULLION END. CONTROL O I WIDTHS ARE RESTRICTED X REQUIREMENTS & i I REQUIREMENTS TABLE" ON SHEET 1POSITIONSAROUND CLUSTER FIN ANCHORS AT MULLION I ENDS SUCH THAT THERE 'ARE A TOTAL OF 4 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS _ 1 TABLE" ON SHEET 1 FOR REQUIREMENTS/ w w I ' I W N o w<o z o n FRAME SCREWS SEE SINGLE WINDOW ix n WHERE SHOWN AT ELEVATION= FOR FIN I INDIVIDUAL WINDOW - 1 HEADMULLION END. ANCHOR WIDTHS ARE RESTRICTED SEE "FRAME ANCHOR REQUIREMENTS & TO DIMENSIONS SHOWN I REQUIREMENTS TABLE" ON SHEET 1POSITIONSAROUNDBUTOVERALLUNIT WINDOWS FRAME WIDTH SHALL FOR REQUIREMENTS. CONTROL INSTALLATION CUP- I INSTALLATION CUPS WHERE SHOWN. SEE Ic-1 Q aODo m EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4 4 4 4" 4 4 4. a w MULTIPLE OPERABLE/FIXED WINDOWS SHEET 1 FOR -REQUIREMENTS. o „ NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION 23 `4FININSTALLEDSERIES10) IN LIEU of FRAME SCREWS a r-giMULTIPLEOPERABLE/FIXED WINDOWS - SCALE: 3/4" = 1'-O' FRAME SCREW INSTALLED SERIES Z SCALE: 3/4" = 1'-0"'- 0. d 2 N 6N F V NOTE: •"°cr',1 : a O a 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES do IS RESTRICTED /%rS 544}a TO A MAXIMUM OVERALL FRAME WIDTH OF 96". DRA1 WING E SHEET NO. 3 . .OF 5 W N o w<o z o nix n mr o 2 aC3N CD zZ 2 INSTALLATION CUPS WHERE SHOWN. SEE Ic-1 Q aODo m EXTERIOR ELEVATION: "FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4 4 4 4" 4 4 4. a w MULTIPLE OPERABLE/FIXED WINDOWS SHEET 1 FOR -REQUIREMENTS. o „ NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION 23 `4FININSTALLEDSERIES10) IN LIEU of FRAME SCREWS a r-giMULTIPLEOPERABLE/FIXED WINDOWS - SCALE: 3/4" = 1'-O' FRAME SCREW INSTALLED SERIES Z SCALE: 3/4" = 1'-0"'- 0. d 2 N 6N F V NOTE: •"°cr',1 : a O a 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES do IS RESTRICTED /%rS 544}a TO A MAXIMUM OVERALL FRAME WIDTH OF 96". DRA1 WING E SHEET NO. 3 . .OF 5 i AN -ANCHOR WITHIN 2" OF MAX. OCORNERC &SEE FRAME ANCHOR. / REQUIREMENTS 7— — 18" MAX. O.C. TABLE" ON THIS rx SHEET FOR z REQUIREMENTS. B1 g1 5 5 5 oaa°s re FRAME SCREWS OPFosrE WHERE SHOWN. v SEE "FRAME ANCHOR F g j a j 9" MAX- REQUIREMENTS ¢ TABLE` ON`THIS a z m SHEET FOR WocSr i 9" MAX. REQUIREMENTS. m Z a o 18" MAX. O.C. z z NO ANCHORS REQ'D 4" MAX. En LEXTERIORELEVATION: AT HEAD & SILL EXTERIOR ELEVATION:.- SINGLE WINDOW WITH TRANSOM SINGLE WINDOW WITH TRANSOM szo FIN INSTALLED SERIES 10) (FRAME. SCREW INSTALLED `SERIES 20) o SCALE: 3/4" = l'-0" SCALE:,.3/4 = 1'-0' iGrNiz a 33 ALLOWABLE DESIGN N PRESSUREEn NWINDOWWITHTRANSOM) zpp WINDOW SIZE ALLOWABLE MAX.MAX PRESSURE FRAME. FRAME (POSITNE WIDTH HEIGHT NEGATIVE) IN.) (IN.) (PSF) . r •' x o 30 76 35 _ Z013 N a30 76. '.30 OPAWING NO. 3a 1572 IT SHEET NO..:. B FOR MAX: 'FRAME WIDTH,' SEE WINDOW PRESSURE TABLE ON THIS SHEET Al 5 AN -ANCHOR WITHIN 2" OF MAX. OCORNERC &SEE FRAME ANCHOR. / REQUIREMENTS 7— — 18" MAX. O.C. TABLE" ON THIS rx SHEET FOR z REQUIREMENTS. B1 g1 5 5 5 oaa°s re FRAME SCREWS OPFosrE WHERE SHOWN. v SEE "FRAME ANCHOR F g j a j 9" MAX- REQUIREMENTS ¢ TABLE` ON`THIS a z m SHEET FOR WocSr i 9" MAX. REQUIREMENTS. m Z a o 18" MAX. O.C. z z NO ANCHORS REQ'D 4" MAX. En LEXTERIORELEVATION: AT HEAD & SILL EXTERIOR ELEVATION:.- SINGLE WINDOW WITH TRANSOM SINGLE WINDOW WITH TRANSOM szo FIN INSTALLED SERIES 10) (FRAME. SCREW INSTALLED `SERIES 20) o SCALE: 3/4" = l'-0" SCALE:,.3/4 = 1'-0' iGrNiz a 33 ALLOWABLE DESIGN N PRESSUREEn NWINDOWWITHTRANSOM) zpp WINDOW SIZE ALLOWABLE MAX.MAX PRESSURE FRAME. FRAME (POSITNE WIDTH HEIGHT NEGATIVE) IN.) (IN.) (PSF) . r •' x o 30 76 35 _ Z013 N a30 76. '.30 OPAWING NO. 3a 1572 IT SHEET NO..:. B FIN ANCHOR PER: ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR FRAME ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER 1/4" MAX. SPACE FRAME WIDTH -- SEALANT BY ;.: REQUIREMENTS,TABLE" FRAME ANCHOR 2 w N OTHERS BEHIND REQUIREMENTS TABLE" SUBSTRATE BY F g rn NAIL FIN OTHERS PER FRAME ANCHOR a w a 1/4" MAX. SECTION B1 REQUIREMENTS a Of80 L SPACE SCALE: 1/2 FULL 5 TABLE" SERIES 10 ` SEALANT BY 1/4" MAX. SHIM FRAME WIDTH - 1/4" MAX. SHIM oaN WINDOW BY AT EACH ANCHOR 0 FRAMESEALANT OTHERS 1/4" MAX. SEALANT HY. FIN ANCHOR PER ELEVATION o SEALANT BY OTHERS BEHIND ' SHIM AT EACH CLIP OTHERS ' SERIES 20 J wEDNAILFIN ' SERIES t0 REQUIREMENTS WINDOW FRAME SEALANT BY FIN ANCHOR PER ELEVATION, SUBSTRATE BY OTHERS PER FRAME ANCHOR WINDOW FRAME TABLE" 20, OTHERS BEHIND SECTION Al 5 REQUIREMENTS TABLE" EER WEN OWRIES NAIL FIN EXTERIOR II trwnnt = EXTERIOR a w i EXTERIOR 2 w N SERIES 10 t F g rnWINDOW FRAME a SERIES- 20 SEALANT- BY F OTHERS a w a WINDOW SEALANT BY. FRAME OTHERS 1 INSTALLATION CLIP SECTION B1 3 a Of80 PER ELEVATION SCALE: 1/2 FULL 5 00 m n SEALANT BY 1/4" MAX. SHIM FRAME WIDTH - 3 oaN OTHERS 1/4" AT EACH ANCHOR 0 MAX- SHIMti 1/4" MAX. SUBSTRATE BY SEALANT BY OTHERS BEHIND ' SHIM AT EACH CLIP OTHERS PER FRAME ANCHOR SERIES 20 J wEDNAILFIN ' REQUIREMENTS WINDOW FRAME FIN ANCHOR PER ELEVATION, SUBSTRATE BY OTHERS PER FRAME ANCHOR TABLE" o n SECTION Al 5 REQUIREMENTS TABLE" EER INSTALLATION CUP SCREW SCALE: 1/2 FULL SUBSTRATE BY OTHERS PER ELEVATION (1 PER CLIP) S zm RAMTEANCHO CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK REf REMENTS ABLE" Z TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE - FRAME ANCHOR C IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION p2 PER ELEVATION deX SCALE: 1/2 FULL 5 to WCL tK. EXTERIOR ofIxU . z k SUBSTRATE BY OTHERS PER•"FRAME ANCHOR SEALANT BY NW REQUIREMENTS TABLE" f OTHERS J •o ,5 SEALANT BY 1.325 I- -- -I; r 0-293 B3 in aCD OTHERS Q FRAME SCREW PER ELEVATIONS - L 3" SECTION B2 FRAME ANCHOR 0.060 REQUIREMENTS TABLE" SCALE 1/2 FULL 5a .s r z S EXTERIOR sr5 s, F Nz OPTIONAL (StRIES 20 DIRECT MOUNT DETAIL OINSTALLATION CUP TO' SUBSTRATE WITH SPACER VINYL) 3 HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) aESILLDOESNOTAPPLY)i 1572 FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 132/4) v^ SxEEr x0. 5 5 2120161 . l Florida Building Code Online r;' iii s"` € s . t°"'x a F ';. h s',€h m'^' - t 6d , y ,•Y FlodIda t1m6t11. BCIS Home 's j Log In [ User Registration i Hot Topics Submit Surcharge { Stats & Fads j Publications i FBC Staff { BCIS Site Map I Links Search 1 Busi Ol nes M hProduct ApprovalProfessialUSER: Public User Regulation ProductApproval Menu > Product or Application Search > Application List > Application Detail FL # FL12198-R4 y 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 KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 406) 553-6818 Ext 0 alex.jovanovic@kpproducts.com Authorized Signature Jovanovi.c Alex alex.jqvan.ovic@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495' 662) 252-9991 joe.lundine@kpproducts.com Quality Assurance. Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston; ,VT 05495 662) 252-9991 Joe.lundine@kpproducts.com i Category Panel Walls Subcategory Soffits Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 TAS.203 1994 Equivalence of Product Standards Certified By Product Approval Method Method'1 Option A https:/Avww.floridabdiding.org/pr/pr app dU.aspx?param=w6EVXQwtDquk24AUC°/p2fEHMoRtVmv6zQD5luDe1"fmUaYPPp/o2fPk9eehdjwp/o3d°/pad 1/2 6/2/2016''s Florida Building Code Online Date Submitted 03/08/2016 Date Validated 03/11/2016 Date Pending FBC Approval Date Approved 03/13/2016 Summary of Products" FL # Model, Number or Name 12198.1 Aluminum Soffit. SP -600 Limits of Use Approved for use 'in HVHZ: Yes Approved for use outside HVHZd Yes Impact Resistant: No Design. Pressure: +55/-35 Other:' Maximum Panel Dimensions:: 21-1/2" x 16.515" Description SP -600 16" Vented Aluminum Soffit Certification Agency Certificate ' FL12198 R4 C 'CAC 15102101,Ddf Quality Assurance Contract Expiration Date 06/01/2021 Installation Instructions FL12198 R4 II 15102101.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 12198.2 Vinyl Soffit D5 D5 10" Vented Vinyl .Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC M)02102,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No"'-- 64/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 11.384" FLi2198 114II 15102102.0f Verified By: Miami -Dade BCCO - CER Created by -Independent Third Party: Evaluation Reports Created by Independent Third Party: i 12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit - Limits of Use Certification Agency Certificate - Approved for use It! HYHZ: Yes FL12198 R4 C CAC 15102102.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date: Impact Resistant: No . 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R4 II15102102.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ESaek Next v Contact Us :: 1940 North Monroe Street.. Tallahassee FL 32399 Phone: 850-487-1824 - The StateofFlorida Is an WEED employer. Cooynaht 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 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, P.S., please click here . Product Approval Accepts: - - 59'eChickFd a:curitv.i> riucs 9 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC"/o2fEHMoRfVmv6zQD5luDelfmUaYPP%2fPk9eehdjw%3d%3d 212 D, JUN 0 7 2016 MIAMIDDAD MLA- II, -DADS COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T.(786) 315.2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MM.miamidade.¢ov/economx Kayean . 1 Memorial Dative. Richford,.VT 05476" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed' and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other" areas where allowed by. the Authority Having Jurisdiction (AHD). This NOA shall not be valid. after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this, product or material' ` fails to perform in the accepted manner, the manufacturer will incur the expense of such.testing,and the AHJ i may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. j UR reserves the right to revoke this acceptance, if. it is determined by Miami -Dade County,Product Control Section that this product or material fails to meet the requirements ofthe.:applicable* building code. This product is approved as described herein, and has been designed to 'comply with the Florida Building a, Code, including the High Velocity"Hurricane Zone. DESCRIPTION: Model SP-60016"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No: KAY0003, titled "SP -600 16" Aluminum Soffit - Vented"; sheets 1 through 4 of 4, dated`12/27/2011, with revision dated 03/17/2015, prepared by_the manufacturer, signed and seated by Robert J. Amoruso, P.E., bearing the:Miami-Dade CountyProduct Control renewal stamp with the Notice of Acceptance number and, expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear, a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County I Product Control Approved". per FBC 1710.9.2 and 1710.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been i 4 no change; in the applicable building code negatively affecting the performance of this product. ` TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change i in the materials, use, and/or manufacture of th6product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy"of this entire NOA 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 NOA renews NOA # 15-0612.15 and consists of this page 1 and evidence page E-1, as well as approval document, mentioned above. The submitted documentation"was reviewed by Carlos M. Utrera, P.E. Expiration Date: June 1, 2021onMi,Athi•aaoEcour r r {" 2021 Approval Date: February 18, 2016 n2 j ! C' Page I s A. DRAWINGS "Submitted under NOA # 15-0612.15" 1. Drawing No. KAY0003, titled "SP -600 16" Aluminum Soffit = Vented", sheets ,l tlrough 4 of 4, dated t2/27/2011, with revision 3 dated 03/17/2015,preparedby the manufacturer, signed . and sealed' by Robert J. Amoruso, P.E. B. TESTS "Submittedtinder NOA #.0-0802.03" L Test report of Cyclic Load Pressure Test per TAS;203 and test report of Uniform Static Load Test' per TAS 202 on Aluminum Soffit SP7600 prepared by Architectural Testing, Test ReportNo,' 55982.02-122-18, dated 07/18/2005; signed and sealed by S. M. Urich P.E. 2. Test report of Tensile Test per ASTM "E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed, and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0.124.04" 1. Anchor calculations prepared by PTC Product Design, Group, LLC, dated 12/27/2011; signed and sealed by'Robert J. Amoruso, P.E. Submitted under NOA #05-0802.03" 2. Anchor calculations prepared by H R. Engineering, Inc., pages 1 through 3, dated 07!25/2005, signed and sealed by Allen N. Reeves, P.E. D. DUALITY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. " None. e F. STATEMENTS "Submitted under NOA # 15-0612.1511 i 1 Statement letter of code conformance to 5' edition (2014) PBC and of no financial interest, prepared by PTC Product Design`Group, LLC, dated 03/17/2015, signed and sealed by Robei J. "Amoruso, P.E. Submitter! under NOA" # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC,Aated 01/19/2012, signed and sealed by Robert J.-Amoruso, P.E. Submitted under NOA # 11-0325.03" E' 3. Distributor agreement dated 04/25/2011. 4"C' Carlos M. Utrera, P.E.' Produet Control Examiner NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 E-1 I SP-60016"ALUMINUMSOFFIT- VENTED HIE I1tY,S`TALU TIONA1®'CHORAGEDET"LS w $s I$ r GENERAL NOTES: -INSTALLATION NOTES;, ALU"UMSOFPIT SPECIFICATIONS; $ 1. THIS, PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND 1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS FLORIDA BUILDING CODE (PSO)- BMANUFACTURED BY ALUMINUM PRODUCTS, 3076BUILDINGANDRESIDENTIALVOLUMES, INCLUDING THOSE EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE n n, SECTIONS OF THE F8CPERTAINING ToTHE HIGH VELOC17YHURRICANE ZONE (HVHZ)ATTHE SUBSTRATE. TRANS-CANADAHWY.POINTE-CWRE.QCHBR.184, O DEMON PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS -202 AND TAS -207. CANADA: IMPACT TESTING TO TAS -201 IS NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED 2, INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE 2' SP -80016' SOFFIT -VENTEDONTAB202WEREDIVIDEDBY1.6 AS REQUIRED BY THE CURRENT EDITION OF THE FOC -BUILDING -BATTEN INSTAUATION`AND'SOFFIT INSTALLATION' E AND RESIDENTIAL VOLUMES. „ SECTIONS ON SHEETS SAND 4.. 2A. MATERIAL, ALUMINUM 30"16 2.2 WALL THICKNESM0.01W 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED - 2.3. PANEL LENGTHS:12'-0' LONG O ARCHITECTURAL TESTING REPORT p65MA-122-18, INCLUDING ASSOCIATED LABORATORY 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE tt WALL FIN{SFIES(INCLUDING BUT .NOT LIMITED TO .x STAMPED DRAWINGS.. - _ STUCCO, FOAM BRICKVENEER AND SIDING}. 3. 3 TRIM o t W z 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING 4, FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE 3.1.1 WALL THi : ALUMINUM- COMPRISING. THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE 3.1.2 WALL THICKNESS:0.02Y $ p 0 CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE USE fI8 x 3` WOODSCREW OR M8 x 3• TAPPING SCREW. J' ro < PLACE ONE SCREW PER LOCATION ANND MAXIMUM 2V 3.2. FASCIATERs9.2.1 MATERIAL: u I AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. PRODUCTRowwwD O.C. ALONG BATTEN LENGTH - t o32.2 WAIL THICKNESS,: 0.022 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY. S. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12' % CRACKS OR DEFECTSTHAT SHALL SE ELIMINATED. - } DIAMETER x i-112' LONG SMOOTH, SCREW OR RING a S. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER SHANK ROOFING NAIL WITH 3fW DIAMETER HEAD. AeeeyNem tO /S -IO ,0 , Sc STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 6. All FASTENERS SHALL HAVE CORROSION RESISTANT Vl EDITION OF THE FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL VOLUMES AND THE COATINGS OR BE MADE OF CORROSION RESISTANT ffy C1 MANUFACTURER'S INSTRUCTIONS. MATERIALS COMPATIBLE WITH THE SUBSTRATE- 0. SITE CONDITION THAT DEVIATE FROM THE DETAILS OF THIS. DRAWING REQUIRE FURTHER - MATERIALS. ENGINEERING EVALUATION DYA LICENSED ENGINEER OR REGISTERED ARCHITECT. 3 7. LABELEDIN ACCQACCORDANCEWITHTHECURRENTEDITIONOFTHEFLORIDABUILDINGCO • - - BUILDINGANDRESIDENTIAL VOLUMES. - hR00AXRR8YL18D n eow#Iywy wh%ft Fk" S. ` SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING Cede CODE - BUILDING AND RESIDENTIAL VOLUMES . - Aewpesee No 8.1. 17 SQ MCHILINEAL FT DI Rabe J,Amauw. P.E - RodCa P.E.Na•IB't62. DESIGN PRESSURE (PSF) RATING ,„ NO 487 DESIGN PRESSURE PSF : 1• STATE 1SOFFITMODELL 0. T` SP -600 16" • ALUM. VENTED SOFFIT W/F—CHANNEL +55,OPSF/-35.Opsf O ypf BILL OF MATERIALS SHEET ITEM DESCRIPTION MATERIAL 1 SP -60O 16" VENTED SOFFIT ALUM. 3004-H19 2. F -CHANNEL ALUMINUM 3 6" FASICA ALUMINUM 4 0.12" DIAMETER x 1-1/2" LONG ROOFING' NAIL WITH 3/8" DIA. HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3"WOOD SCREW OR #8 x S 'TAPPING SCREW, USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2" x 2" WOOD BATTEN WOOD DI Rabe J,Amauw. P.E - RodCa P.E.Na•IB't62. DESIGN PRESSURE (PSF) RATING ,„ NO 487 DESIGN PRESSURE PSF : 1• STATE 1SOFFITMODELL 0. T` SP -600 16" • ALUM. VENTED SOFFIT W/F—CHANNEL +55,OPSF/-35.Opsf O ypf TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTESA B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND .COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DI Rabe J,Amauw. P.E - RodCa P.E.Na•IB't62. DESIGN PRESSURE (PSF) RATING ,„ NO 487 DESIGN PRESSURE PSF : 1• STATE 1SOFFITMODELL 0. T` SP -600 16" • ALUM. VENTED SOFFIT W/F—CHANNEL +55,OPSF/-35.Opsf O ypf 21 1/2" MAX. PANEL LENGTH CHANN2 O.OY2' itiCN 41dAWYINUN 16.515" 963" 5.294" 5.125" 4.272" 861" PROD= asylup 335 E 0.251" asamWr t wh6 mvilo,lir A ++0aS- r O6f 15 r f!P 1.102' M" 0.381" x 0.015" .375" RIB EMBOSS 2 - VENTED SOFflr rwt 4 ++broee r E MUA9NtM( 7001-Ht9 O.015' MCK PaNs P.E. Na 49712 z" oSNMES 4;" 44`•'CEPJg O,pN"i j PRODLCTRF71FWM u 90mofft WAM Or Fbisa No 49751 7 • tit C TPIDI j AT . STAT O e y 21 1/2' MAX. MOTH 7 t/2" 4." MAX. MINIMUM SOUTHERN PINE w 10" MAX. O.C. O.C. O.C. TIMBER FRAMING 0 24" D.C. CL gg gig 8 x 3" WOOD SCREW OR'. a TAPPING SCREW,` BATTEN ATTACHMENTFASTENER SPACED 24" MAX. O.C. FASCIA WALL LLo O 9 8 x 3" WOOD SCREW OR QY r, TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 2 x 2 BATTENS 24" MAX. O.C. TYPICAL F f' MIN... .. EMBED 0 > Z y 4 O F—CHANNEL Zz INSTALLATION NAILS, TYP. 0 10" MAX. O.C. SPACING ALONG SOFFIT LENGTH 6LNUM SDFFfT1' AUMO J 24' MINIMUM SOUTHERN PINE TIMBER 80D00>V ID FRAMINGRu 00 Acmpw" Na X 2 x 2 BATTENS* OR 16" MAX. O.C. SPACING TYPICAL Robed J.ki so'KILfbddtP.E. NN 49752 S`aAMES q4,.# 8 x 3' WOOD SCREW INSTALLATION NAILS imMtODUCTadmREMWED 42 NO 40752 TAPPING SCREW,. BATTEN ATTACHMENT FASTENER SPACED A 24" MAX. O.C. 3 INSTALLATION CROSS SECTION ID` AND Ir SOPAIT - 1}t TATE OF otw EN gI FASCIA ` - 2 x 2 BATTEN 6 4RODtICTiFIdEW2DOQ O, N No 4975 tt INSTALLATION CROSS SECTION oomaer.Ns sFtoetm u'j) 21 1/2- MAX. SOFFIT WIDTH IP AIS IT 80177Tq . ftip OLIO 9 $TATE j111OF b 7j 10' AIA%. 7 /2,W' pBATTEN -. BATTEN BATTEN TTEN - - lap I I I I I WALK N 01 01 ol 10 ZHU- 11 I I i z SOFFIT IWERLOCK 10-}---404-,-1 MSTALtAIONNAILS fh SOFFIT MFERIOCK IS' ASA%. O.C. SPACNrG iotJDAlLYeBY 9 I 16' SOFFITIIII0Al1 EN gI FASCIA ` - 2 x 2 BATTEN 6 4RODtICTiFIdEW2DOQ O, N No 4975 tt INSTALLATION CROSS SECTION oomaer.Ns sFtoetm u'j) IP AIS IT 80177Tq . ftip OLIO 9 $TATE j111OF 7j 6/2/2016 Florida Building Code Online ta i ,. W `'1 ` .,' ••;• +',y , ''' '" -„ . `' . ass :, a 't* , Honda Gepartmentof BCIS Home j Log In I` User Registration I Hot Topics i Submit Surcharge Stats & Facts I Publications i FBC Staff I BCIS Site Map I links ; Search Busines,. Professi al 2,?ProductApp roval USER: Public User Regulation I Yi 'I' rfll Pk'ti:3't iQ.l Product Aoprcval Menu > Product or Application Search > Application List > Application Detail - zFL:#- FL10124-R17 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parsppany, NJ 07054: 973):872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com . Technical Representative Beth McSorley (current), Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gafcom i Quality AssuranceRepresentative Address/Phone/Email i 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 05/14/2017 Validated By John W. Knezevich, PE s' Validation Checklist - Hardcopy Received i Certificate of Independence FL10124 R17 COI 2015 01 COI Nieminen`odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By https:/twww.floridabLilding.org/pr/pr app_dM.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRax64Kslp/o2bsxAOQ%aid`/`3d 1/2 6/212016 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sum of products Florida Building Code Online Method 1 Option D 12/16/2015 12/16/2015 12/19/2015 02/10/2016 FL # . Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles - Limits of Use Installation Instructions Approved for use In HVHZ: No FL10124 R17 II 2015 12 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles' FL10124-R17.odf ImpactResistant: N/A VerifiedBy: Robert Nieminen PE -59166 Design Pressure: N/A Created by. -Independent Third Party: Yes Other: Refer to,ER, Section 5. Evaluation Reports FL10124` R17 AE, 2015 12 FINAL ER GAF Asphalt Shingles FL10124-R17.Ddf Created by Independent Third-Party:.Yes I Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO 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 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 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 area licensee under Chapter 455, F.S., please dick hg L. - product Approval Accepts: B i securltPAtI:muc.i 4 i I 9 httpsJMww.fl6ridabuilding.otglpr/pr app dtl.aspx7param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRax64Ksl%2bsxAOQa/o3d%3d 2/2 7, l. C JUN_ 0 7 2016 B:_ TRINITY i ERD I EVALUATION REPORT gIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization ,79503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 GAF Evaluation Report 01506.02.06-119 1 Campus Drive FL6267-R9 Parsippany, NJ 07054 Date of Issuance: 02/28/2006 Revision 9:04/02/2015 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 5th Edition (2014) Florida Building Code sections referenced herein. DESCRIPTION: GAF Roof Ventilation Products 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) 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 IERD 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 DCAANE1983 The facsimile seal appearing was authorized by Robert Nleminen,. P.E. on 04/02/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl 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. 5. This is a building code evaluation. Neither Trinityl ERD 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. s TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, 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 Property Standard Year 1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995 1523.6.5.2.13.1 `Physical Properties TAS 110- 2000 2614.2 Weatherometer ASTM G155 2005 3. REFERENCES: Entity Examination Reference Date ATI (TST 1558) Physical Properties 01-49035.01 03/02/2004 ATI (TST 1558) Wind Driven Rain 01-44964.01 01/15/2004 ATI (TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005 ATI (TST 1558) Physical Properties 59665.02-106-31 09/16/2005 ATI (TST 1558) Wind Driven Rain 84608,01-106.18 11/12/2008` ATI (TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011 PRI (TST 5878)' Weatherometer HBP-007-02=01 06/24/2004' PRI (TST 5878) Physical Properties HBP-002-02-01 06/06/2001 PRI (TST 5878) Wind Driven Rain HBP-01-02-01 11/02/2000 PRI `(TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003 PRI (TST 5878) Physical Properties BRY-025-02-01 09/17/2004 PRI (TST 5878) Physical Properties GAF -138-02-06 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF -138-02=04 02/09/2007 PRI (TST 5878)' Wind Driven Rain GAF -310-02-01 07/07/2011 ETC Labs,(TST 2411) Physical Properties ETC -01-718-10379.0 .01/16/2000 ETC tabs (TST 2411) Physical Properties ETC -03-718-14602.0 01/20/2004 ETC -Labs (TST 2411) Physical Properties ETC -07-718-19959:0 09/27/2007 Miami -Dade (CER 1592) Various Various NOAs Current; UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R15072 01/27/2015 4. PRODUCT DESCRIPTION: 4.1 Cobra® Exhaust Vent is a low -profile attic ridge vent of mesh -construction for use in shingle roof systems. The product measures 10Y, -inch wide supplied in 20 and 50 ft, long rolls; and is supplied with 1%" coil nails or 2%" Smart NaiIST". 4.2., Cobra® Rigid Vent 3'" is a plastic, low -profile attic ridge vent for use in shingle roof systems with "12 -inch width ridge caps. The product measures 13=13/16 -inch wide supplied in 48 -inch long sections, and is supplied with 3 -inch ring shank nails. 4.3 Cobra' Rigid Vent 3'" - 9" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 10 -inch width ridge caps. The product measures 11Y -inch wide supplied in 48 -inch long sections, and is supplied with 3 -inch ring shank nails. 4.4 Cobra* Snow Country'" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems; The product measures 13 -13/16 -inch wide supplied in 48 -inch long -sections 4.5 Cobra® Snow Country Advanced' is a plastic, IoW -profile attic ridge vent with filter for use in shingle roof systems with 12 -inch width ridge caps. The product measures 13 -13/16 -inch wide, supplied in 48 -inch long sections, and is supplied with 3 -inch ring shank nails. 4.6 Cobra® Snow Country Advanced" - 9" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems With 10 -inch width ridge caps. The product measures 11% -inch wide `supplied in 48 -inch long sections, and is supplied with 3 -inch ring shank nails. 4.7 Cobra' Ridge Runner® is a polypropylene plastic, low -profile attic ridge vent for use in shingle roof systems. The product measures 11Y inchewide supplied in 20 ft long rolls, and is supplied with 1%" coil nails: Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R9, Certificate of Authorisation #9503 FL6267-R9 Revision 9: 04/02/2015 Page 2 of 8 IE 4.8 TruSlate® Ridge Vent.is a plastic, low -profile attic ridge vent for use in TruSlate® roof systems. The,product measures 11.4 -inch wide supplied in 48 -inch long sections. 5.' LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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 Minimum slopes are as follows: Product- Minimum Slope Cobra' Exhaust Vent 2:12 Cobra® Rigid Vent 3T" 3:12 Cobra® Rigid Vent 3T".- 9" 3:12 Cobra® Snow CountryT" 3:12 Cobra® Snow Country Advanced'" 3:12 Cobra' Snow Country Advanced T" 9" 3:12, Cobra® Ridge Runner® 3:12 TruSlate® Ridge Vent 5:12 5.4 The maximum mean roof height for Cobra® Exhaust Vent, Cobra® Rigid Vent 3, Cobra® Rigid Vent 3,— 9", Cobra" Snow CountryT'", Cobra® Snow Country Advanced!', Cobra® Snow Country Advanced'"' — 9", Cobra® Ridge Runner® and 3 TruSlate!"Rid ge,Vent shall be 33 ft. 5.5 Installation shall resulVin minimum net free ventilation area requirements set forth in -fBC Sections 1203.2. When more than one level of roof ridge existing over a single attic space,use ndga vents only at the high ridge. 6. INSTALLATION: 6.1. GAF Roof Ventilation Products shall,be installed in accordance with GAF published installation requirements subject to the limitations set forth in Section 5 herein and the specifics noted below. s • Exterior Research and Design, LLC. Evaluation Report 01506.02.06-R9 Certificate ojAuthori:ation #9503 FL6267-R9 Revision 9:04/02/2015 Page 3 of 8 TRINITY ERD k 6.2 Co6RAO EXHAusT VENT: 6.2.1 Chalk a cut-line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2-inch (for truss construction) or 3%2-inch (for ridge pole construction). The slot should terminate 6-inches from each end and 12-inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses.. Figure A.' 6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch she area on both ends. Shorter lengths can be joined by caulking and butting the ends. Figure B. 6.2.3 Apply a bead of polyurethane, roof sealant to the underside of the entire perimeter of the vent and nail with min. 2%2- inch galvanized roofing nails at each corner and 10-inch o.c. Do not use excessive roof cement, as it may result in shingle blistering. 6.2.4 Apply a bead of polyurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of the cap shingles, and install cap shingles directly over the vent using Smart Nails" or 1%-inch coil nails (supplied with the vent). riaura f M.nnt nca avracciva rnnf rPmPnt. ac it mav'raciiit in chinoia hiicterini*: - 6.2.5 Cobra® Exhaust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a 3/. -inch or 5/8 -inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or compact the product ,during installation. Figure D. Hand -Nail Version Nail Gun Version Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R9 " Certificate of Authorization #f9503 F1.6267-119 Revision 9:04/02/2015 Page 4 of 8 TRINITY ERD 6.3 COBRA® RIGID VENT 3TM, RIGID VENT 3TM - 9", SNOW COUNTRY'"'. SNOW.000NTRY ADVANCEDm AND SNOW COUNTRY ADVANCED, - 9": 6.3.1 Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6 -inch from any end walls and at least 17 -inch from hip and ridge intersections or chimneys. No Ridge Board: Cuta 7/8 -inch opening on each side of the ridge (Figure A). I With Ridge Board: Cut a 1 -5/8 -inch opening on each side of the ridge (Figure B). No WOO Board 6.3.2 Sealant: Apply a bead of silicone caulking or roof cement to the underside of the outer baffle along both edges and at exposed ends, ensuring the outside edges where the vent meets the shingles are sealed with the caulk or flashing cement. 6.3.3 Vent Placement: Starting at one end of the slot, place, center and conform the Cobra® rigid vent over the slot with the vent firmly against the roof surface, ensuring the vent extends past the slot opening by at least 6 -inch. 6.3.4 Fasteners: For Cobra® Rigid Vent 3'M, Cobra® Rigid Vent 3'" - 9", Cobra® Snow Country Advanced'" and Cobra® Snow Country Advanced'"" 9" only, use the 3" ring shank nails (included). For Cobra® Snow Country'";°use nails at least 1% - inch or longer. Nails must always penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3 -inch ring shank nails for increased uplift resistance: 6:3.5 Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45 -inch from the start of each 48 -inch vent piece. 6.3.6 Joints: Apply the subsequent Cobra® rigid vent sections over the length of the ridge using the overlap/underlap tabs. 6.3_.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using nails detailed in 6.3.4. A nail line is inscribed on top of the CobraO rigid vent to serve as a guide. s I s Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-119 Certificate of Authorisation #9503 FL6267-R9 Revision 9: 04/02/2015, Page 5 of 8 T,TRINITY J,ERD 6.4 COBRAO RIDGE RUNNERG 6.4.1 Cut slot per 6.3.1. 6.4.2 Tear a 1 -foot section to be used as a template for laying the vent out (Figure E -G) and center the template/ locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure H). Make sure -to do this at both ends of the installation. 6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a ,chalk line along one side of the ridge (Figure I). Unroll the vent and use the included 1 -3/4 -inch pneumatic roofing nails to attach the first side of the . ridge vent with the exterior of the baffle aligned with the .chalk line (Figure J). Proceed with using the 1' interval EasyTear`""system to custom size the vent to the appropriate length. if the.EasyTearTM `system can not,be utilized, use'a utility knife to size the vent. Nail gun taegets.are embossed on the part as a guide for property attaching vent to the roof. The vent should be fastened on 6 -inch centers (Figure K). 6.4.4. NOTE:.When fastening the vent and cap shingles, be sure that the included 1 3/4 -inch coil nails completely penetrate plywood'or provide at least 3/4 -inch penetration into wood planks. in the case they: do not, you must use alternate nails that provide the required penetration., Proceed with attaching' the other side of the vent. When beginning to nail down the second side, do NOT begin at the end;, begin between the first and second one -foot sections and then return to fasten the first one -foot section. This will allow for proper fit. Exterior Research and Design, LLC. Evaluation Report 01506.02.06-119 Certificate of Authorization 119503 FL6267-R9 Revision.9: 04/02/2016 Page 6 of 8 TRIIiIIY ERD 6.4.5 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using the nail -lines on top, of, the ridge vent for proper lapping. 6.5 TRUSLATEO RIDGE VENT: 6.5.1 DO NOT use on hips. 6.5.21 Intall.TruSlate® Ridge Vent before installing the field slates. 6.5.3 After determining the total lengthof TruSlate® Ridge Vent required (for proper ventilation), determine the necessary slot opening. Mark -off, and cut the slot opening, ensuring the ends of the opening stop at least 6 -inch from any end walls and at least 12 -inch from hip and ridge intersections or chimneys. 6.5.3.1 Roofs without a ridge board: Cut a 7/8 -inch opening along the ridge on each side (Figure A). 6.5.3.2 Roofs with a ridge board: Cut a 1 -5/8 -inch opening along the ridge on each side (Figure B). Fig. 'A Fig. B 41 mm) 1 14s (41 mm) 22 mm)1/8' 1/8"(22 mm) La l y,77l With Ridge Board 13/4" (44 mm) No Ridge Board 6.5.4 Install an 18 -inch wide section of ASTM D1970 self -adhering leak barrier (holding Florida Statewide Product Approval or Approved on`a Local Basis) from. the edge of the ridge slot extending down towards the roof deck on both side of the slot. 6.5.5 Place the TruSlateO Ridge Vent over the ridge slot,."peaked" and centered over the ridge slot,; and attach:. using minimum 3 -inch long ring -shank nails through the pre -molded nail holes on the vent, located 3 -inch from the ends and 9 -inch o.c. Fasteners shall penetrate through plywood decks or embed minimum %-inch into wood plank decks. 6.5.6 Continue. over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the finished ends include the pre -molded end caps. Coverall exposed nail heads on the Gent with silicone caulk. Intall a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at the junction of the leading edge and the leak -barrier below. 6.5.7 install the top course of TruSlate® field slates, UnderBlock"' UV & Moisture Barrier and. TruSlate® trim slates in accordance with GAF published installation instructions. intall TruSlate® trim slates with 10 inch exposure using minimum 1 -5/8 -inch long deck screws through.pre-drilled holes, through the ridge vent to engage the wood deck. Exterior Research and Design, I.I.C. Certtficate oJAuthorhation #9S03 i Evaluation Report 01506.02.06-119 y FL6267-R9 Revision 9: 04/02/2015 Page 7 of 8 d 1\jTR'1N1TYj ERD 7. BUILDING PERMIT_ REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. 'QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - i I C Exterior Research and Design, U.C. Evaluation Report 01506.02.06-119 Certificate of Authorisation x9503 FL6267=R9 Revision 9:04/02/2015 Page 8 of 8, , i 6/212016 Florida Building Code Online MUM FlQnda Depaltltlent BCIS Home i Log In User Registration Hot Topics i Submit Surcharge Stats & Facts + Publications FBC Staff BCIS'Site Map t Links ,; Search 'j US ProProfessi - al *USER: PubliicUer Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail - FL # - FL12477-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer United Roofing Address/Phone/Email Finches Ferry Road Eutaw, AL 35462 813) 248-2101 Ext 227 dportfolio@gardner-gibson.com Authorized Signature DON PORTFOLIO dportfolio@gardner-gibson.com Technical Representative Address/Phone/Email i Quality. Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments lCompiance Method i . Test Report. Testing Lab PRI Construction Materials Technologies, LLC Quality'Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/29/2018 p Validated By Zachary R. Priest, P.E. i Validation Checklist - Hardcopy Received Certificate of Independence FL12477 R3 COT PRI -CMT Certificate of Independence - 2014-08-29.Ddf. i Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option B Date Submitted 06/29/2015 Date Validated 06/30/2015 i https:/ANww.fioridabuilding.org/pr/pr app Od.aspx?param=wGEVXQwtDgsjlXgYDJMD2X9mlVttnyQF57il6YnCv8hLX9i2lOd%2b9w*/o3d%3d 1/2 6/9/2016 Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 07/05/2015 08/18/2015 flack Next j Contact Us :: 1940 North Monroe -Street: Tallahassee FL 32399 Phone:850-487-1824 _ The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement iz A&essibility Statement Refund Statement . Under Florida law, email addresses are public records. If you do not want your a -,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 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 Chapter455, F.S. must provide the Departmentwithan email address if they have i - 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 - - o 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 Y 455, ES., please dick here Product Approval Accepts: a l https://www.floridabuildirig.orgtpr/pr app_dtltaspx?param=wGEVXQwtDgsjlXgYDJMD2X9mlVftnyQF57il6YnCv8hl.X9i2lOd%g2b9wp/`3dg/aid 212 FL # Model; Number or Name Description 12477.1 No. 15 ASTM ASTM D226 Type I Asphalt -Saturated Organic Felt Underlayment Limits of UseInstallation Instructions Approved for use In HVHZ:,Yes FL12477 R3 II UR Iristallatton Instructions.odf Approved for use outside`HVHZ: Yes Verified By: John W. Knezevich, PE 41961, Impact Resistant: N/A Test Reports Design -Pressure: N/A FL12477 R3 TR Test Report No 15 ASTM D226 Ty Re I.pdf Other: Not for use on roof slopes less than 2:12. 12477.2 No. 30 ASTM No. 30 ASTM D226 Type II Asphalt -Saturated Organic Felt Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL12477 'R3 11 UR Installation Instructions,odf Verified By; John W. Knezevich, PE 41961 Impact Resistant: N/A Test Reports Design Pressure: N/A FL12477 R3 TR 'Test Report No 30 ASTM D226 Type 11.pd Other: Not for use on roof slopes less than 2:12. 12477.3 No. 30 HD ASTM D4869 Type II Asphalt -Saturated Organic Felt Underlayment Limits of Use Installation Instructions, Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12477.' R3 II UR Installation Instructions.odf Verified By: John W. Knezevich,.PE 41961 . Impact Resistant: N/A Test Reports Design Pressure: N/A FL12477 R3 TR Test Deport No 30 ASTM --D4869 Tvoe II odf Other: Not for use on roof slopes less than 2:12. Not for use In tile' applications. flack Next j Contact Us :: 1940 North Monroe -Street: Tallahassee FL 32399 Phone:850-487-1824 _ The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement iz A&essibility Statement Refund Statement . Under Florida law, email addresses are public records. If you do not want your a -,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 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 Chapter455, F.S. must provide the Departmentwithan email address if they have i - 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 - - o 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 Y 455, ES., please dick here Product Approval Accepts: a l https://www.floridabuildirig.orgtpr/pr app_dtltaspx?param=wGEVXQwtDgsjlXgYDJMD2X9mlVftnyQF57il6YnCv8hl.X9i2lOd%g2b9wp/`3dg/aid 212 1Q ,fit/x. Co., Inc. INSTALLATION INSTRUCTIONS ASTM D4869 Type I and II Asphalt Saturated Organic Felt Underlayment ASTM D226 Type l and II Asphalt Saturated Organic,Felt Underlayment Installation shall be, in compliance with the requirements of the Florida Building Code, Section 1507, for underlayments based on the type of prepared roof covering being installed. In, addition to the FBC requirements for specific roof coverings, for non -tile applications; installation shall comply with NRCA Roofing and`Waterproofing'Manual,;5" Edition: For tile applications, installations shall comply with the FRSA/TRI 07230/8-05 Installation 5 Manual. E ASTM D4869 Type I and II underlayments are not for use with tile" applications. Prior to installation, clear off the deck of any loose debris. Assure the `roof deck is completely dry and free of any protruding roof nails or loose boards. y p 0 861 Finches Ferry Road • P.O, Box 30 Eutaw, AL 35462 • Phone 205-372-3394. 1-686-372-3394 • Fax 245-372-2506 6/2/2016 Florida Building Code Online o 7UNFloridaQepartment BCIS Home ( Log In User Registration Hot Topics Submi[ Surcha JTSFacts Busines A Product ovalProfessialPublic Regulation i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL6267-R10 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method GAF 1 Campus Drive Parisppany, NJ 07054 973) 872-4421 lindareith@trinityerd.com Beth McSorley lindareith@trinityerd.com Beth McSorley (current) 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf:com Staff I BCIS Site Map ! Links' Search j Roofing Roofing Accessories that are an Integral Part of the Roofing System 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 Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 08/24/2017 Validated By John W. Knezevich, PE s Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL6267 R10 COI 2016 01 COI Nieminen.Dddf Standard ASTM G155 TAS 100(A) TAS 110 TAS 114, Appendix E Sections from the Code https://www.floridabuilding.wg/pr/"pp fl.aspx?param=wGEVXQwtDquO2YBW7bM8MZAecpwYirhuMMx2cgccHe88JVc4eUXcrg%3d%3d Year 2005 1995 2000 1995 1/2 6/2/2016 Product ApprovalMethod Date Submitted Date ,Validated Date Pending FBC Approval Summa of Products Florida Building Code Online Method 1 Option D 04/13/2016 04/18/2016 04/20/2016 FL # , Model, Number or Name Description 6267.1 GAF Roof Ventilation Products Low profile roof ridge vents Limits of Use Installation Instructions Approved for use in HVHZ: No FL6267_ RIO Ij 2016 04 FINAL GAF Ventilation FL6267- R10.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By:,Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes" Other: Refer to.ER Section 5 for Umits.of Use. Evaluation Reports' FL6267 R10 AE'2016 04. FINAL GAF Ventilation`FL6267- R1O:adf Created by Independent Third Party: Yes Back Next _ Contact Us;: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 TheStateof Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. Privacy Statement :: Accessibility Statement : t; Refund Statement r Under Florida law, email addresses are public records. If you do not want your e-mail address released inresponse to a public -records request, do not send electronic' mail to this entity. Instead, contact the office by phone orby 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 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 i 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 dick here . _ `..r: Product Approvel Accepts: sccurltv.N 7: ri;iCx i s x' https://www.floridabuilding.org/pr/pr_app ,dd.aspx?param=wGEVXQwtDgU 2YBW7bM8MZAecpwArhuMMx2cgccHe88JVc4eUXcrg%3d%3d 2/2 TRINITY ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 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 01506.02.06-R10 FL6267-R10 Date of Issuance: 02/28/2606 Revision 10: 04/13/2016 SCOPE: This, Evaluation Report is issued under Rule 61G20-3 and the applicable rules land 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 5th Edition .(2014) Florida Building Code sections referenced herein. DESCRIPTION: GAF Roof Ventilation Products 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) ERD requires acomplete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ( ERD Evaluated" may be displayed in l 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 7. Prepared by: y ,gptttlrrp,„r OF W Robert J.M. Nierrlinen, P.E. The facsimile seal appearing was authorized by Robert Nieminen; P.E. on 04/13/2016. This does not serve as an electronically signed Florida. Registration No. 59166, Florida DCA ANE1983 '' :`S3{Q AL 1 ` document. Signed, sealed hardcoples have been transmitted to the JJt+r.i.tt<<t Product Approval Administrator and to the named client. 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 l 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. 5. This is a building code evaluation: Neither.TrinityI ERD 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. RINITY ERD ROOFING COMPONENT EVALUATION: 1.. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, 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 Property Standard Year 1506.5 /1517.5.1 Corrosion Resistance (of nails) TAS 114, Appendix E 1995 1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995 1523.6.5.2.13.1 Physical Properties TAS 110 2000 2614.2 Weatherometer ASTM G155 2005 3. REFERENCES: Entity Examination Reference Date, ATI (TST 1558) Physical; Properties 01-49035.01 03/02/2004 ATI (TST 1558) Wind Driven Rain 01.44964.01 01/15/2004 ATI (TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005 ATI (TST 1558) ` Physical Properties 59665.02-106-31 09/16/2005 ATI (TST 1558) Wind Driven Rain 84608.01-106-18 11/12/2008• ATI (TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011 PRI (TST 5878) Weatherometer HBP-007-02-01 06/24/2004 PRI (TST 5878) Physical Properties HBP-002-02-01 06/06/2001 PRI (TST 5878) Wind. Driven Rain HBP-01-02.01 11/02/2000 PRI (TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003 PRI (TST 5878) Physical Properties BRY-025-02-01 09/17/2004 PRI (TST 5878)' Physical Properties GAF -138-02-06 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF -138-02-04 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF -310.02-01 07/67/2011 ETC Labs (TST 2411) Physical Properties ETC -01-718-10379.0 01/16/2000 ETC Labs (TST 2411) PhysicalProperties ETC -03-718-14602.0 01/20/2004 - ETC Labs (TST Physical Properties ETC -07-718-19959.0 09/27/2007 Miami-Dade,(CER 1592) Various Various NOAs . Current Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 12-0614.08 06/26/2012 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 12-0601.24 06/29/2012 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 15-0421.09 05/07/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R15072, GA1 08/24/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, 815072, GA2 11/05/2015 4. PRODUCT DESCRIPTION: 4.1 Cobra® Exhaust Vent is a low -profile attic ridge vent of mesh -construction for use in shingle roof. systems. The product measures 10% -inch wide supplied in 20 and 50 ft long rolls; and is supplied with corrosion resistant 1%" coil nails or 2Y2" Smart NailS'"". 4.2 Cobra® Rigid Vent Ym.is a plastic, low -profile attic ridge vent for use in shingle roof systems with 12 -inch width ridge caps, The. product measures 13 -13/16 -inch wide supplieclAn 48 -inch .long sections, and is supplied with 3 -inch corrosion resistant ring shank nails. 4.3 Cobra® Rigid Vent 3T" - 9" is a plastic, low -profile attic ridge, vent for use in shingle roof-systerris with, 10 inch width ridge caps. The product measures 11%: -inch wide supplied in 48 -inch long sections, and is supplied with 3 -inch corrosion resistant ring shank nails. Exterior„Research and Design, I.I.C. Certificate ojAuthorizatlon #9303 r Evaluation Report 01506.02.06.810 F1.6267-1110 Revision 10: 04/13/2016 Page 2 of 7 TRINITY ERD I 4.4 Cobra® Snow Countrr is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems. The product measures 13 -13/16 -inch wide supplied in 48 -inch long sections 4.5 Cobra® Snow Country Advanced'"" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems with 12 -inch width ridge caps. The product measures 13 -13/16 -inch wide supplied in 48 -inch long sections, and is supplied with 3 -inch corrosion resistant ring shank nails. 4.6 Cobra® Snow Country AdvancedTM' - 9" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems with 10 -inch width ridge caps. The product measures 11%2 -inch wide supplied in 48 -inch long sections, and is supplied with 3 -inch corrosion resistant ring shank nails. 4.7 Cobra® Ridge Runner® is a polypropylene plastic, low -profile attic ridge vent for use in shingle roof systems. The product measures 11%2 -inch wide supplied in 20 ft long rolls, and is supplied with corrosion resistant 1'/0'" coil nails. 4.8 TruSlate® Ridge Vent is a plastic, low -profile attic ridge vent for use in TruSlate® roof systems. The product measures 11.4 -inch wide supplied in 48 -inch long sections. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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 Minimum slopes are as follows: Product Minimum Slope Cobra® Exhaust Vent 2:12 Cobra® Rigid Vent 31" 3:12 Cobra® Rigid Vent 3TM - 9" 3:12 Cobra® Snow CountryTM 3:12 Cobra® Snow Country Advanced TM 3:12 Cobra® Snow Country Advanced T"" - 9" 3:12 Cobra" Ridge Runner® 3:12 TruSlate® Ridge Vent 5:12 5.4 The maximum mean roof height for Cobra® Exhaust Vent, Cobra® Rigid Vent 3, Cobra® Rigid Vent 3 — 9", Cobra® Snow Country"', Cobra® Snow Country Advanced'"", Cobra® Snow Country AdvancedT"" — 9", Cobra® Ridge Runner® and TruSlate® Ridge Vent shall be 33 ft. 5.5 Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections 1203.2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at the high ridge. 6. INSTALLATION: 6.1 GAF Roof Ventilation Products shall be installed in accordance with GAF published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 COBRA® EXHAUST VENT: 6.2.1 Chalk a cut -line 1 -inch off each side of the ridge and cut a slot along the apex of the roof measuring 2 -inch for truss construction) or 3% -inch (for ridge pole construction). The slot should terminate 6 -inches from each end and 12 -inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses. Figure A. 6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6 -inch sheathing area on both ends. Shorter lengths can be joined by caulking and butting the ends. Figure B. Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1110 Certificate of Authorization #9503 FL6267-R10 Revision 10: 04/13/2016 Page 3 of 7 TTP,INITYIERD 6.2.3 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nail with min. 2% -inch galvanized roofing nails at each corner and 10 -inch o:c. Do not, use excessive roof cement, as it may result in shingle blistering. 6.2.4. Apply a bead of polyurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of the cap shingles, and install cap shingles directly over the vent using.Smart Nails" or 1% -inch corrosion resistant coil nails (supplied with the vent). Figure C. Do not use excessive roof cement, as it may result'in shingle blistering. q VFW E 6.2.5 Cobra® Exhaust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a 3/ -inch or 5/8 - inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush'or compact the product during installation. Figure D. Hand -Nail Version Nair Gun Version 6.3 COBRA® RIGID VENT 3'"" RIGID VENT 3T"" - 9" SNOW COUNTRYm. SNOW COUNTRY .ADVANCED "''AND SNOW COUNTRY ADVANCEDT- - 9' 6.3.1 Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6 -inch from .any end walls and at least 12 -inch from hip and ridge intersections orfchimneys: No -Ridge Board: Cut a 7/8 -inch opening on each side of the ridge (Figure A). With Ridge Board: Cut a 1 -5/8 -inch opening on each side of the ridge (Figure B). i9 A Exterior Research and Design, I.I.C. Certificate of Authorization #9503' Evaluation Report 01506.02.06-R10 1.6267-R10 Revision 10: 04/13/2016 Page 4 of 7 f ERDTRiiJi"1"Y , 6.3.2 Sealant: Apply a bead of silicone caulking or roof, cement to the underside of the outer baffle along both edges and at exposed ends, ensuring the outside edges where the vent meets the shingles are sealed with the caulk or flashing cement. 6.3.3 Vent Placement: Starting at one end of the slot, place, center and conform the Cobra® rigid vent over the slot with the vent firmly against the roof surface, ensuring the vent extends past the slot.opening by at least 6 -inch. 6.3.4 Fasteners: for Cobra® Rigid Vent 31"', Cobra® Rigid Vent 3TM - 9", Cobra® Snow Country Advanced Tm and Cobra®,Snow Country AdvancedTm - 9" only, use the 3" corrosion resistant ring shank nails (included). For Cobra® Snow CountryTm,, use corrosion resistant nails at least 1% -inch or longer. Nails must always penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3 -inch corrosion resistant ring shank nails for increased uplift resistance. 6.3. 5, Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45 -inch from the start of each 48 -inch vent piece. 6.3.6 Joints: Apply the subsequent Cobra® rigid vent sections over the length of the ridge using the overlap/underlap tabs. 6.3.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published. installation n instructions, using corrosion, resistant nails detailed in 6.3.4. A nail line is inscribed"on top of the Cobra® rigid vent to serve as a guide. 6.4 COBRA® RIDGE RUNNER® 6.4.1 Cut slot per 6.3.1. 6.4.2 Tear a 1 -foot section to be used as a template for laying_the vent out (Figure E -G) and center the template/ locator over, the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure H). Make sure to do this at both ends of the installation. 6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vent and use the included 1-3/47inch pneumatic corrosion resistant roofing nails to attach the first. side of the ridge vent with the exterior,of the baffle aligned with the chalk line (Figure J). Proceed with using the V interval EasyTearT"' system to custom size'the vent to the appropriate length. If the EasyTearlm system can not.be utilized, use a utility knife to size the vent. Nail gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should be fastened on 6 -inch centers (Figure K). Exterior Research and Design, LLC. Evaluation Report 01506.02:06 1110 Certificate ojAuthorization #9503 FL6267-R10 Revision 10: 04/13/2016 Page 5 of 1 3 Z TT R'INITYIERD IVA 6.4.4 NOTE: When fastening the vent and cap shingles, be sure that the included 13/4 -inch corrosion resistant coil nails completely penetrate plywood or provide at least 3/4 -inch penetration into wood planks. In the case they do not, you must use alternate corrosion resistant nails that provide the required penetration. Proceed with attaching the other side of the vent. When beginning to nail down the second side, 'do NOT begin at the end; begin between the first and second one -foot sections and then return to fasten the first one -foot section. This will allow for proper fit. 6.4.5 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using the nail -lines on top of the ridge vent for proper.lapping. 6.5 TRUSLATE® RIDGE VENT: 6.5.1 DO NOT use on hips. 6.5.2 Intall TruSlate® Ridge Vent before installing the field slates. 6.5.3 After determining the total length of TruSlate® Ridge Vent required (for proper ventilation), determine the necessary slot opening. Mark -off and cut the slot opening, ensuring the ends of the opening stop at least 6 -inch from any end walls and at least 12 -inch from hip and ridge intersections or chimneys. Roofs without a ridge board: Cut a 7/8 -inch opening along the ridge on each side (Figure A). Roofs with a ridge board: Cut a 1 -5/8 -inch opening along the ridge on each side (Figure B). Fig. A Fig. B 41 mm) iy' `g (41 mm) 22 mm)7/8 7/8 (22 mm) 1 1 A" let mm) With Ridge Board 13/4" (44 mm) No Ridge Board 6.5.4 Install an 18 -inch wide section of ASTM D1970 self -adhering leak barrier .(holding Florida Statewide Product Approval or Approved on a Local Basis) from the edge of the ridge slot extending down towards the roof deck on both side of the slot. Exterior Research and Design, LLC. Evaluation Report 01506.02.06-1110 Certificate of Authorization #9503 FL6267-R10 Revision 30: 04/13/2016 Page 6 of 7 i 6.5.5 Place the TruSlate®Ridge Vent over the ridge slot, "peaked" and centered over:the ridge slot, and attach using minimum' 3 -inch long corrosion resistant ring -shank nails through the pre -molded nail holes on the vent„located 3-inch.from the ends and 9 -inch o.c. Fasteners shall penetrate through plywood decks or embed minimum %-inch into wood plank decks. 6.5.6 Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the finished ends include the pre -molded end caps. Cover all exposed nail heads, on the vent with silicone caulk. Intall a bead` of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at the junction of the leading edge and the leak -barrier below. 6.5.7 Install the -top course of TruSlate® field slates, UnderBlock•M UV & Moisture Barrier and TruSlate® trim slates. in accordance with GAF published, installation instructions. Intall TruSlate® trim slates with 10 -inch exposure using minimum 1 -5/8 -inch long deck screws through pre -drilled holes, through the ridge vent to engage the wood deck. Deck4V niCIT, Roof Deck Protection I \. 4 r Wenthar watch® or StorrnGaardt Leak Barriet 10•• 257 Whit 7. BUILDING PERMIT REQUIREMENTS: As required by the -Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule.61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 01506.02.06-R30 Certif tate of Authorization #9503 F16267-1110 Revision 10: 04/13/2016' Page 7 of 7