The URL can be used to link to this page

Home My WebLink About101 Rockwood WayCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D_ SEA Application No: (p j (a gY:---- Documented Construction Value: $ uo Job Address:101 RO(r &L Historic District: Yes No,® Parcel ID: CCC() - /6110 Residential R1 Commercial Type of Work: NewRJ Addition Alteration Repair DemoEl. Change of Use Move Description of Work: , Plan Review Contact Person: 11a?- 5urt4 l Title: 8 ntfii'- i2 Y2 u.24'r"K- Phone: t10? d3l 301' ery "6% WtFax: tt — A? Email:_ j 1 7'IL ltilR Cr Gcl°l iylL YI Property Owner Information Name L }V1(1 Phone: Street: t0a uj Resident of property? : S City, State Zip: c[;tUl11Y 3a Contractor Information Name V1S 0kVA'( V)U,INt rV(699 CG-YPhone: WD1 d ') 2 ) Street: r i, ' S n,l in P iu1 1 '' Fax: 140-1 Al 313-1i City, State Zip:State License No.: iL(aCeoi o Architect/Engineer Information Name: ! .D frUt a, Phone: Street: 9 Fax: City, St, Zip: Mt.Iku.JZa- .0 3LI-7 E-mail: JkM(RI oG__ P Gt Of • CyYi l Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 51h Edition (2014) Florida Building Code O NOTICr: 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 pennit 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 pen -nit 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 6f`0NvmerlAgent Date l 84-,wia' Print OivrVr/Agent's Name of Florida Date KATIE M QUEEN s: '= MY COMMISSION # FF2184-82off: Foi'sio ' EXPIRES April 08. 2019 Owner/Agent is Pie sonally Kno-,vn to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name KATIE M QUEEN MY COMMISSION # FF218482 Fo,svo EXPIRES April 0& 2019 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [ Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps_ Fire Sprinkler Permit: Yes No # of Heads 3 0 6,n;+ APPROVALS: ZONING: -2%-1(0 UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING:!r7 COMMENTS Ok to construct screen room over partial new concrete slab (28' x IT) as shown on plan. Meets area and dimension regulations for approved PD. A avicsul T-2rl 101G PPnn;Y ennl;rar;nn AIN Property Record Card 08 'CFA Parcel: 32-19-31-515-0000-1060 MaRR Owner: BROWN ERROL R & BROWNLOWE APRIL A scnsrrx u: cca ,avrv, ra nca Property Address: 101 ROCKWOOD WAY SANFORD, FL 32771-6809 Parcel Information Value Summary Parcel 32-19-31-515-0000-1060 ^ - 2016 Working 2015 Certified j Values ; Values Owner BROWN ERROL R & BROWNLOWE APRIL A r___. ____ _ ._--- Valuation Method CostlMarket Cost/Market Property Address 101 ROCKWOOD WAY SANFORD FL 32771-6809 ;-- - Number of Buildings 1 1 l Mailing 101 ROCKWOOD WAY SANFORD FL 32771 6809 : -- - - - - Depreciated Bldg Value $116,616 $107,164 Subdivision Name ± CELERY LAKES PHASE 1 - Depreciated EXFTValue $338 $350 Tax District S1 SANFORD x Land Value (Market) $23,000 $20,000 DOR Use Code 01 SINGLE FAMILY Land Value Ag Exemptions 00 HOMESTEAD(2014) JusUMarket Value " $139,954 $127,514 CJ7 j Uu-JVv Portability Adj _ r Save Our Homes Adj $16,056 $4,477 Amendment 1 Adj k i P&G Adj $0 $0 Assessed Value $123,898 $123 037 C3'1 a- [ Tax Amount without SOH: $1,773.74 2015 Tax BIII Amount $1,682.63 9 ' Tax Estimator Save Our Homes Savings: $91.11 TRIM Notice Heil fVr I Rtj ' Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GISEIZEMOMME Legal Description LOT 106 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 Taxes Taxing Authority Assessment Value Exempt Values { Taxable Value County General Fund $123,898 $50,000 $73,898 j Schools $123,898 $25,000 $98,898 City Sanford $123,898 $50.000 $73,898 l; SJWM(Saint Johns Water Management) $123,898 " $50,000 $73,898 County Bonds $123,898 $50,000 $73,898 Sales Description Date Book Page Amount Qualified Vac/Imp2 WARRANTYDEED 5/l/2013 ~ 08038 1624 $98,929 ! No = Improved SPECIAL WARRANTY DEED 111/2004 05172 Oi24 $148,000 Yes Improved Land Method ; Frontage Depth i Units Units Price N Land Value LOT 1 $23,000.00 $23,000 Building Information U.S. Alum 4.Itum Services Corp.'` SALES CONTRACT 2211 West Washington St, Orlando. FL 32805 - 407.237.312E Fax 407.237 3129 State Certified Contractor CBC1260190 Boca Raton, FL 33498 Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605 WWW.US-ALUMINUM.COM Phone: 561.892.1644 Phone: 386.865.4187 Phone: 352.366.4699 Phone: 813.600.5327 E-mail: Customer: Home #: Address: Y Z Work #: Sin Mobile#: Subdivision: Gate Code: Fax #: Screen Enclosure Insulated-C) 4" 6" Pool Enclosure Fan Beam OTY_ Z _ Screen Room Pan Roof 15ZSLin Room rr f lKSkylight, OTy_1 _ Carport/ Patio Cover Shingles Color_.___ Porch/Lanai 3 tab Architectural Rescreen/Repair Pergola/Lattice Shade Fence Color,___ N 8" 16" ® `^ 36" [ , Vinyl Concr ce smooth Acrylic Board Insulated. KP - 2" 3" Glass Threshold Cleo Grey ronze Pet Door Ory SP LOW-E INS SM MD LG XL Gable Style IJ Shed Style 11 0!71 A - Frame A Studio Existing Deck: Concrete Pavers Tear Down _Sgft Type:_ _ _ Grass Removal Sqft Concrete/Pavers Removal Sqft Special Instructions HOA Exists- YES NO Responsible for App - HO PUS Alum Homeowner is required to submit HOA approval/denial letters to US Alummum prior to'sian of work. HO Initial Estimated Completion Date Ducemer Dek aY ay a; -duet IM1 'ecL rback araels or f e:a'Is. Payment is due in full at the time of completion of work or upon passing the building department's final inspection. -A finance charge of 1 1/2% per month shall be applied to all accounts not paid in full within 10 days of due date. All material will remain the property of US Aluminum Services until payment is received in full Right of Access and Removal is, granted to US Aluminum Services in the event of nonpayment per the terms of this contract The customer agrees to pay all interest and any costs ip,curred in the collection of this debt inclutlingkreasonable attorney fees. If the customer refuses to allow US Aluminum Services. to,begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress. I acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms. Footer 9"x 8" s"z12"Lnft_ Acrylic Finish Color_ _ 2" Deco Drain Lnft ___. 6 3'x4' Door Pad OtyZ _ Stucco Kneewall Other Thick Pav s Sgft Thin Pav rsSgft._ Trave /Tile Sqft Col SI =- Color ABronze $ 18 x 14 single Door -& or 48" oa2w E Gutter Lnft White 20 x20 Double Door oty_ Super Gutter 5"or 7" Lnft Sun Screen PCA Door cry Seamless Gutter loor 7" Lnft Pet Screen Custom Door Qw__ Please check one: FL Glass El Key Lock Tasman To Wall Attachment Super Screen El Full View Other Sliding Glass - Garage Door 4 track Sze Height- from bottom of door: To Soffit Attachment O.H. Size Std.39-3/4' Pool55" Angle Fascia J J Buyer Seller - US Aluminum Services, Corp. Print Name) (Subjects to approval by Seller) Date Date G, Owner/Buyer Representative I t c A Owner/Buyer Approved By: Total Investment It 37zr Deposit 3 3 M Concrete/Pavers C.O.D (Before Install) 37 J Upon Completion of Installation Permit Fee 4 ( I fir ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA 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, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAYALSO HAVE A LIEN ON YOUR PROPERTY THIS MEANS IFALIEN 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 WITH A 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. 02007-2014 US Aluminum Services, Corp. All Rights Reserved Permit Number. Folio/Parcel identification Number: Prepared by: --_4- c o Return to: US Aluminum Services Corp 2211 W. Washington Street Orlando, Florida 32825 NOTICE OF COMMENCEMENT I` AR tfahll%IE HORSE r SE11IId0LE C:OIMTY CLERK OF CIRCUIT COURT & COt1f'TROLt_ER Bl, 8772 P-zf 1. 9'S t 11-` CLERK'S r 20/4099533 RECORDED 09122f201(S 02.10-27 I"Il RECOk'.i.)ING FEES $10.0rl RECORDED BY hdevore State of Florida, County of Orange The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Dfscription o property (legal description of the property, and street address if available) 2 0 if the Cessee contracted for the Improvement Interest in Propet#y v Name and address of fee simple titleholder (if different from Owner listed above) F11 _ _ 4. Contractor Name US / 5. Surety (if applicable, a copy of the payment bond is attached) Telephone Number407-237-3128 C31 1'C Address Telephone Number Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedby §713.13(1)(a)7, Florida Statutes. Name Telephone Number 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor'sNoticeasprovidedin §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the' facts stated in it are true to the best of my knowledge and belief. — oa 5 or Lessee, or Owner's or Lessee's Authorized Officer/Din ctor/ParinerlMana er Signatory's Title/Ofrice The foregoing instrument was acknowledged before me this IV day of by yLIQ'Je montbJyear name of person oasforzypeofauthoriofficer, Trustee, a ey in fact Name of party on behalf of whom instrument was executed cc Signature of Notary Public —State of Florida Print, type, or stamp commissioned name of Notary Public LL Personally Known OR Produced ID `_ o ec 1"Sa4TlE fV1 Q UEEN Type of ID produced My COMMISSIOF218482 _ EXPIRES Aprr;Wlivis :September 2ti, 2011 1- o _ w CA r O cV Revision City of Sanford 01 Response to Comments Building & Fire Prevention. Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov OCT 1 1 2016 Permit # B3 —- Submittal Date t 0 I 1 • i la Project Address: I 0 t W06 Ord Contact: - 1 Ph: y D-?- Z3"7 - 3 / 2 g Fax: Wn7 - Q7- 31Z9 Email: L'c1-m N n4 d' USo.I umi rit L m .Corte Trades encompassed in revision: General description of revision: Q Building AeldecJ Ardc4raCc tc c 1' la" Plumbing 4-c Le.0 t n irJ e 4-n Ej YJc)SG Electrical i iC:l'I en W 1 J o L Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire'Prevention Building h.. 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: 16-2606 Date: September 29, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: permitting(a%us-aluminum.com Project Description: Screen Room Job Address: 101 Rockwood Way 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. Provide two copies of affected plan sheets and/or supplemental information as COMMENTS: 1. The Skylight manufacturer installation instructions provided are for "IFSG4" skylights. These installation instructions do not match the Florida Product Approval submitted. The instructions have been approved under the 2010 FBC while the Product Approval is for the 2014 FBC. Please submit installation instructions that correspond to the correct Florida Product Approval. 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(ibsanfordfl.cov . Office meetings with the plans examiner will require an appointment, arranged by phone or email prior to. arrival. Respectfully, Steve Fiorey Residential Plans Examiner I- POWER OF ATTORNEY Date: I hereby name and appoint 1'D Of US ALUMINUM SERVICES CORP to be my lawful attorney In fact to act for me and apply to the Building Department for a For work to be performed at a location described as: Section Township Range Subdivision 6( Lot Block Owner of Property and Address) And to sign my name and do all things necessary to this appointment. permit Thiago Davila / CBC1260190 Type or Print Name of Registered or Certified Contractor and Contractor's License Number) 77' Signature of Regis ere ed Contractor) The foregoing instrument was acknowledged before me this 9' day of oY fyk.G` of 20 By Thiago Davila who is personally known to me / who produced N/A as identification and Who did not take oath. State of Florida KATIE M QUEENCountyfOrange : hAy C0rvlfviiSS10N # FF218v81 EXPIRES „pnl 08. 2019 Notary Public, Orange County, Florida Seal 779 City of Sanford Aluminum Structures Permit Application Checklist r z All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida. A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. l (— Two (2) copies of Florida Product Approval, including manufacturer installation instructions and 1 product evaluation reports, for composite or elite roofing systems. (If applicable) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 2b Contact Person information entered in Naviline? Application forms stamped received and initialed Revised: February 2015 RECORD COPY io"-o° Hast Strut#ure Exist. SFR m C? v e . 5 :;I: New 3' x0.030 x 2 LB EP5 t I: Panel Insulated Roof' N®'"sky 5xq Light 2 x4 rs i M~ FRONTfs i ; a: 9• 9c?; o - tx2(0 B)TVP R 11P41E1ffiea Rn OM'ldYl2rtg . ' . • : • , Ee c? FRONT IA 2 a„ New Concretet Slam With a1r rr 114. Footings REVIEWED FOR CODE COMPLIANCE ROOF PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED 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 ttdLlva Fe7el3 New3"x0.030x2 LB EPS Panel Insulated Roof 00 0 i^a FIN I F1111 L1 Annnneinnnn 27" AIIAMman mcK PIIIe IK2(UI tl) I Yp 6"3" 6'3.. 6.3.E S•-0" r,',3 z8'-V' FRONTIA i kt L"T I V_ace x 2 r a (rrP) U2(0B)TYP a 4 N LUO 2 x 3 (TYP) LLryI O CD 9 fppt 9 Y O @p 1pUJctn. ix 3 (TYP) 6 4L EX2(O-8)TiP 2'-0"" a HOST STRUCTURE OR ALL FRAME PAGE 10F 3 scREENRoonw Date: 10/03116 e lildon Engineering Company. Inc. e Client Information: , y,f::.BL oC s` Il' 9.2_0 Sunset Shores Dr. p e °Q: Ci'-!"'neola, Florida 34715Client: Browmlowe A rtl . \ E N SE• • Address: 101 Rockwood Way ' Sartfard FI 32771 . 35 394-2590 Ph. &FAX e NQ • 525 H3 dart. A h. #2898 Project Information: ° TATE Style: Studio S OF ° Cotor: Bronze o : e Screen: 18114 0 Screen Door..2 Door •••• \Q' US ALUMINUM SVCS CORP. e F .!2OR , •'G\ s 5, 2016 2211 West Washington St ee FSSIONA- o Orlando - Fl. 32885 Scale: 1/81' =1'-0° e e ° • e m ° • °' Wayne . Block PE # 52583 I 1) #10 x 3/4" Tek Scre @ 8" O.C. each Side 1) #10 x 3/4" Tek Screws 8" O.C. each Side 1) Y.' x 5" Tapcon 6" From Uprights and 24" O.C. Foundation ALUMINUM KICK PLATE DETAIL Alum. Roaf 2) #10 x 3" SMS into 2" x 2" Angle Clip w/ screen bosses 2) #10 x 3/," TEK (2) #10 x 2" SMS into ea side screen bosses 1/4" x 2-Y.'Tapcons 6" From 1/4" x 2P/4- Tapcons Uprights and 24" O.C. 24" O.C. a n I FOUNDATION TYPICAL UPRIGHT DETAIL 5) #14 x 5" STS w/ 1=YV neopreme washer per panel MAX. 12" O.G.) Edge Beam TYPICAL ROOF TO BEAM DETAIL Alum. Roof 10x2"SMS6" from the ends and (2) screen x 2" SMS into 24" O.G. screen bosses FRONT WALL C W x 2-%" Tapcon 6" From Uprights and T F— 24" O.C. FOUNDATION TYPICAL SIDE DETAIL 3" Received Channel Header With (1) #10 x 3/ 4" Tek Screws 8" O.C. Top And Bottom ALUM. ROOF 1/ 4 x 2-Y." Tapcons 10 x 3/4"" Tek Screws 16 "" O.C. p @ 8" O.C. ALUM. ROOF TO WALL Wx2-%" Tapcons @ 24" r O.C. SCREENROOM OR AME PAGE 2 OF 3 1 4 4" Concrete Slab on Compacted Earth Fill w1 Fibermesh Use 3,000 PSI Concrete and 1 Steep Grade 40 - 4 5 Rebar NEW MONOLYTHIC FOUNDATION DETAIL 9 r 4 Host Struct re/ Exist. SFR Existing Concrete Slab To Remain New Door P, 1c r . . ... . . . 0"o,"0007 gi4 New 4" Concrete . . . . . . . Slab With Footings 3 T-0- New Footing 4 5',9" in rv',q»v Door l Pad M n11 11 Ao B °Oeee Lildon Engineering Company, Inc. y. • • • • • L QC,e 920 Sunset Shores Dr. S '•.;1 °. Minn eola, Florida 34715 P52) 394-2590 Ph. & FAX NO 52583 e Cert. Auth. #2898 STA-f E OF ., SSIONAL,•' OCT. 5, 2016 e e • ° one Wa a JBIock PE # 52583 1 •i ° 14wr1k, CONCRETE 4° Concrete 220 Sq Ft 2" Overlay l Footer 39 !n Ft Acrylic Area Color n e BTexture Paint Only Color Door Pad It 2 3x4 DECO DRAIN LF CONCRETE REMOVAL Sq. Footage GRASS REMOVAL Sq. Footage 220 Sq Ft PAVERS Sq Footage,. Company - Type - Size - Pattern - Color _ Date: 10/03/16 Client: Brow rnlowe April Address: 101 Rockwood Way Sanford FI 32771 Style: Studio Color. Bronze Screen: 18/14 Screen Door: 2 Door Scale: I;fr' =1%0" J LOT 106, CELERY LAKES PHASE 1, ACCORDING TO Ti -iE PLAT THEREOF, AS RECORDED IN BOOK 62, PAGES 75-76, 01: I-IE I UBLICPLATPID RECORDS OF SEIVIINOI --E COUNTY, FLORIDA, New, Screen'Room N Aluminum Roof x A t L) slab] foot r' t e_ GRAPHIC SCALE V LOT 94 LOT 95 0 15' 30 PEAIRING BASIS N E39'38 I F- 65. 0 0' FENCE OFF65) LOT 106 0 LAJ 0 0 E 1 CV 0 Or, pry LJ W j 0.1' OFC, W LOT 105 W Z Z) 0 I I i C\1 I i - COVERED I CD CONC I 1 0 c0 n SEP 2 2 2016 1 LL BY. WM WM 77 9 0'0 t-=39 27 ------ R=25.00' 2' GUTTER C B = S 45'2 1'9 3 11 E 3 89*38'17" W 40. 00' C=35.36' REFERENCE NAII- AND DISK ROCKWOOD W-A ok to construct screen room over partial k , SF WA ARPROVED"'FiL new concrete slab (28'x 17') as shown on plan. Meets area and dimension regulations for approved PD. MG. DEPT. 0— PLASTIC FENCE CONCRETE SURFACE STORM MANHOLE SANITARY MANHOLE UTILITY EASEMENT FA-- -WENT 7ONC CONCRETE AC. AIR C.ONDITIONFI? C R CABLE RISEN X WATER METER 0 RECOVERED 112" IRON ROD NO NUMBER 60 RECGVFRCD 5 ' 'J" IRON HOC) L.S. 2'194 A& RFCOVERED NAII. N, DISK # L.`: 2494 L.S. LICENSED SURVEYOR FIRE HYDRANT I" = 30' A!'PoOVE-C, F ( MWS D 01N H! ATE Sl(fy 1 BOUNDARY SURVEY ERROL R. BROWN HARRY G. REV. III, P.L. FIRST AMEI;ICAN Tll-L INSURANCE COMPANY FIFTH THIRD MORTGAGE SA: FL - WAY LjE-ARINGS ARE BASED ON NORTH LINE OF LOT 106, SEARING N89*38'17"E, PER PLAT. LEGAL DESCRIPT!CN WAS FUPNII,,P') DY CLIENT, UNLESS QTHEQW15F. NOILDL ' THIS IS TO CERTIFY THAT I HAVE REVIEWED THE FLOODINSLRANCF RATE ".Ar (FIRM) PANEL NO. 12D29.1 0,090F, DATED 9-25-07, AND IN MY=NION LANDS SHOWN HEREON LIE IN ZONE "X" (THIS IS .SAOWN AS A COURTESY, NOT TO BE RELIED UPON), MATTERS NOT KNOWN TO THIS SURVEYOR MAY AFFECT THE BOUNDARY LINES SHOWN HEREON, THIS SURVEY 15 CERTIFIED TO AND PREPARED FOR THE SOLE AND EXCLUSIVE BENERT OF THE ENTITIES AND/OR INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. UNDERGROUND FOUNDATIONS AND/DR IMPROVEMENTS WERE NOT LOCATE'AS PART OF THIS, SURVEY. LAND SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAYS AND/OR EASEMENTS OF PUBLIC RECORD. IT VALID 1111111 111 S AIL or A FLORIDA LICENSED SURVEYOR AND MAPPER. e, ALTAMONTE 0, 'QOITIONS AND DELETIONS TO SURVEY MAPS. SKETCHES, OR 111111TS Iry 1111 T1111,1111 "I'll' "I'll "I "I'll' 11 P OnIIIIIED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTYSURVEYING11Il 'A11111. IrIr AND P LATTING, INC. 407 WEK VA SPRINGS ROAD MICHAEL W. SOLITRO, PSM #4458 SUITE 101, -ONC;WOCD, FL 32779 FOR THE FIRM OF ALTAMONTE SURVEYING - 407-862-7555 - (FAX) 407-E,62-6229 AND PLATTING, INC. #LB 6300 Acrylic/Vinyl Building Code Note Vinyl Film and Acrylic Windbreakers are no longer part of Rule 61G20 as they are removable and must have a label adhered per Chapter 20 of the Florida Building Code 2014. As such products with acrylic or vinyl will have a label with the following text affixed: In addition, Prime Doors with Acrylic or Vinyl film Windbreakers installed meet the windbreaker requirement when the doors are open or the Acrylic/Vinyl is removed. Windows & Doors 1900 SW 44"' Avenue • Ocala, Florida 34474 vww.cws.cc Phone: 352-368-6922 • Fax: 352-363-4770 BCIS Home 4 Log In ! User Registration', Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff -+ BCIS Site Ma ' Links Search ines Professional PER: Pub Approval USER: Public User RegulaI.ion Product Aeoroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 954) 491-3700 elitealum@aol.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # i j Model, Number or Name j Description 17561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel, 3"/4"/6"x0.032xIl Panels 1 EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite j Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use I Installation InstructionsApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation Dwg Ddf Verified By: Do Kim, P.E. PE 49497 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 Other: In HVHZ, not to be used in structures considered l Evaluation Reports FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC living areas per FBC Section 1616 unless impact protection is Evaluation.odf provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes design pressures and spans. j m Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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, F.S., please click here . Product Approval Accepts: ti._Ixck 11 CredE.. ELITE PANEL SPAN TABLES 3" x 0,024 x I - LB FPS PANELS ALI_OWABI_E CLEAR SPAN CHARTS) NET MAX ALLOWABLE SPAM IFT Al-t-OW.ABLE LOAD (PSI)1 LJ 80 L/IBO L/120 L/z40 l0 1617 1576 15.03 14.10 _. I201134a1312.z2 w .35 Oil f079 iiII 9.22 1078 922 9. 41 860 6. 60 285 70 So 6. 81---- 4° x 0,024 x I - LB EPS PANELS ALLI] W OLE CLEAR SPAN CHARTS) Nf:. I MAX ALLOWABLE SPAN rf""I) ALLOWABLE LOAD CPSF)1 L/80 L/t 0 L/t80 L/240 10 19 00 19.U0 17.I'/ I G_53 15. 01 15.01 13.95 lG 12.50 12.50 IF 50 U.3B aC- ID.9/ U," 1U 9J BEU 50 60 0 992 9f3 8.52 992 9. I3 952 1 S,e4 I 5. 5 6. 22 364 107 a 02.--.-802 BAB I - LB EPS PANELS AI_ LCJWABLE CLEAR SPAN CHARTS) NET ALLI7WA6LE MAX ALLOWABLE SPAN (FT) LEAD ( PSE>1 I8_0_ _ L_/61 L/I20 __L/r{-L/?_40_ I 2U--- 111--- 4U 50 2JA0 2124. 21.a 2085. IB.- 06 1806 - IBC 19.06 1 t3 IS i3 1113 5.13 13. 39 13.34 -I334 IT34 1210 12.i0 1210- 091 -1- 7-- 1111 11.1) 0.43 I- 90 985 995 TP. .431 Fr-3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). CiFNI' RAI. NU'FES I. C'ongx7site panels shall he Con;tr-led using type 3003-fi I i4 aluminum facings. I or 2 PCI: AS I %I CS78 carpenter brand EPS adhere to :duminum lacings w"ith Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in accordance with approved tabric:nion methods. Elite root pa-1, maintain n III. 1715 (inl) class'11' (,St) ruing and arc NFR-501 apprirvcd. 1 his speciticeNon has b •n (Ies1 e ndacid Shall he tabrirat d in accordance with the ofthe Florida Budding Cody 5 Lifin ( 1 BC ), e liposite Panels 1ulnply with ( halite, 7 Se ctiu 1 710, Chapter 8 Section 811 Clas, A interior hnwh. and Chapter 26 Section 1603. All local building code annmdnlenls shall be adhered w as required. 4. 1 he designer shall deterinine by accepted engineering practice the allowable loads fix site specific load conditions (including lord eolnhina0ons) (, us the dara fion, the allowable loads tables and ,pans n this 1pp,-al. 5. I) cllection limits and all-ahli, ,I uu have been limed TO nI t FBC utelud rig the HV IIZ. In IiVI I/, this pulduct diall be rued In structures " nut to he considered living areas" per Seed 1616 unlCSS impact resistance in DCCUj(lance al da• I-IVIi7 requirements are met. 6. Salet% factor a t 10 has h cen use to decelD T allowable luade r . rid s tans Gum trstl i I I1nuecor(Lmee nr the Guid •I' , ) I Sc. u1e: li r Aluminum Su' uctures Part I and confOl HIS to the FBC Chapter 16 and _1-0. 7 1 esunL has been c)n(lu t •d in 1 rd n,C to \S ITNI E7 - U Strengdt I est of Panels for Building Construction. i). ICefel' Il test polls:tB f l-U )}i _2 I 8HI:.I I Or 104, HI 1106 _066 III. I I-U6- 101, 1IEI1 06 ?067, IIE I1 0 IUO?, IiEI I- 06-'_107 1II::1'1-05 1 )87 1fETI 002069, 1I 1106 2070 rill 10(i2071 III.TI-0519)4, III:I I Oi 1991, FIF 11 00-20T3 lib 1 I oo _073, lit. 1 I OC '_074 111 11 05-1 ))6, 111: I I-O 1 )99, Ii1C11 lU 1 )9 ;, f-II 1 I o5-195. Ills05- 1990, I IF 1105-1997 I II. I I-05 11 7 HF 11 05 10'_9. HL I full OS 'hill I IF.11-0. 041, 1181 1 11 -2048, I-IE'I I- 0? 2036, I IIA 105 _U 3 I, f u ll 0 2038, IIFI I-05'_0i, Ili I 1 05-'_040, HF,11-05 041. 9. Linear interpolation shall be allowed for figures within the nhles shown. 10. Panels with tun beams shall he considered equk al,m to similar penclS wilhout la beams. Design prol'essionals may include the stren¢th of the I'an heanT to exceed shmvn lieures as pan of site -specific em-ine T' iL, SEAT_ JOINT WITH CONTINUOUS (,AULKi NG U U 0 006t O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0( 1 BOTTOM FACINGS - INT RI OCKIN CRO.. SF(:TI N SLOP[ 1 4' MAX WH)Hl INTERLOCKING I PANEL (I/ 1• FT MIN S'GPE) OO -O -O O O O <r . EPS CORE fl_9 OR 2LB O O O D KIM ASSOCIATES. LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10U39 Tampa, FL 33679 TO (813) 857- 9955 vrzI ISSUEFOR PRODUCT D n x DUC tSSUED O R 2W7PRCARPROVAL o ISSDEDPOR7olUrac PooucTAPPRovAL Essueo RnRracsmalp P CCCCT APPROV Jn > J 0 W Ly TZ aZa E, Y M 0- W Y r n 00Uc) Qa" 0Zo m a - U U o Y p a E t ID U Q W HU 0 c NJ 0 VO a?N E I 0U O a 10 CL of W U J tl ova CHECKED BY, DYKSCALE: AS SHOWN DATE. JI9112 OFT IONAL GUI TER wO . DRIF CAP_ .. ALUMINUM BOTTOM - Op FACINGS00C ..t CLEAR SPAN (I_) INSIDE TO INSIDE 0O - ~ / - - - O'. 000 00 ENGINEER C31" R' R NCO DTOPROVIDE003G• MAXIN FRONT B . FOR ROOF CONNECTIONS 4 ADO THICKNESS OF000OFPANCLWIDTH@SIDESSUPPORTING STRUCTURE DETAIL BY WALL FOR TOTALITHISORANYOTHERENGINEER. PANFI_ SPAN: 00 (IF' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION No. 4111in' EON K T E. FLA. REG. NO %4 D M .9SOOIAT CL AX zssa7 . W OX 3y STATErOPpa, F.. 7R?/ 4ORIO?..• O\] NAL•, _25-15 Drawing No. - FL-1001 SHEET 1 OF 1 m non e N l a x 0 A a g a r Qti g, BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map j Links Search Alcodda Product Approval USER: Public User a° Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15592-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) III Kennedy Skylights, LLC 5294 Tower Way Sanford, FL 32773 602)485-5984 bgowers@nitubular.com Ben Gowers bgowers@nitubular.com Pearl Strickland 5294 Tower Way Sanford, FL 32773 407) 330-5150 pearl@kennedyskylights.com Sky Lights Skylight Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/CSA/WDMA 101/I.S. 2/A440 TAS201 TAS202 TAS203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15592 RI Eauiv EER 2059 Rev2 415- 0615 GlassGlazedSkvliahts ss.Ddf FL15592 RI Eauiv EER 2061 Rev2 415- 0615 PolvGlazedSkvliahts ss.Ddf Year 2005 1994 1994 1994 Product Approval Method Method 1 Option A Date Submitted 09/23/2014 Date Validated 07/30/2015 Date Pending FBC Approval Date Approved 08/09/2015 Summary of Products FL # Model, Number or Name Description 15592.1 "CM" Curb Mounted Polycarbonate CM" Curb Mounted Polycarbonate Skylight - Non -Impact Skylight Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No FL15592 RI C CAC NI005843-RS KENN0007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +60/-60 Installation Instructions Other: FL15592 RI II KENN0007 RevA CM ss.odf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 I Created by Independent Third Party: Yes Evaluation Reports FL15592 R1 AE PER 2061 Rev2 415- 10615 PolyGlazedSkvliahts ss.odf Created by Independent Third Party: Yes 15592.2 "CMG" Curb Mounted Glass Skylight CMG" Curb Mounted Glass Skylight - Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15592 R1 C CAC NI005962-R5 KENN0003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2018 Design Pressure: +95/-95 Installation Instructions Other: ` FL15592 R1 II KENN0003 RevA CMG ss.odf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R1 AE PER 2059 Rev2 415- 0615 GlassGlazedSkvliohts ss.odf Created by Independent Third Party: Yes 15592.3 "HCMA" Curb Mounted HCMA" Curb Mounted Polycarbonate Skylight - Large Missile Polycarbonate Skylight Impact for HVHZ Limits of Use . Certification Agency Certificate Approved for use in HVHZ: Yes FL15592 R1 C CAC N1012743 KENN0006.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +80/-80 j Installation Instructions Other: FL15592 R1 II KENN0006 RevA HCMA ss.odf Verified By: Robert J. Amoruso, P,E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 RI AE PER 2061 Rev2 415- 0615 Pol GlazedSk li hts ss. df Created by Independent Third Party: Yes 15592.4 "ICMG" Curb Mounted Glass Skylight ICMG" Curb Mounted Glass Skylight - Large Missile Impact for HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15592 R1 C CAC NI005963B-R6 KENN0001.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes j 08/31/2018 Design Pressure: +60/-60 Installation Instructions Other: FL15592 R1 II KENN0001 RevA ICMG ss.odf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R1 AE PER 2059 Rev2 415- 0615 GlassGlazedSkvliohts ss.pdf Created by Independent Third Party: Yes 15592.5 1 "SF" Self -Flashing Polycarbonate SF" Self -Flashing Polycarbonate Skylight - Non -Impact i Skylight jLimitsofUse Certification Agency Certificate Approved for use in HVHZ: No FL15592 RI C CAC NI005844-R6 KENN0008.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +85/-70 Other: Quality Assurance Contract Expiration Date 08/31/2024 Installation Instructions FL15592 R1 II KENN0008 RevA SF Polvcarb ss.pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports . FL15592 RI AE PER 2061 Rev2 415- 0615 PolvGlazedSkvliohts ss.Ddf Created by Independent Third Party: Yes 15592.E 1.,SFG4" Curb Mounted Self Flashing I "SFG4" Curb Mounted Self Flashing Glass Skylight - Non - Glass Skylight Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Certification Agency Certificate FL15592 R1 C CAC NI005513-R6 KENN0005.odf Quality Assurance Contract Expiration Date 09/30/2018 Installation Instructions FL15592 RI II KENN0005 RevA SFG4 ss.Ddf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R1 AE PER 2059 Rev2 415- 0615 GlassGlazedSkvlights ss.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 license_ a under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ON eGneck KENNEDY SKYLIGHTS MODEL "SFG4" CURB MOUNTED SELF -FLASHING GLASS SKYLIGHT - NI INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING (FBC) AND RESIDENTIAL (FRC) VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTS # NCTL-210-3012-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. THE SKYLIGHT HAS BEEN TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING (FBC) AND RESIDENTIAL (FRC) VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND DOCUMENTED IN SIGNED AND SEALED TEST REPORT NO. NCTL-210-3012-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 4. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 5. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 7. IN NON-HVHZ AREAS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS REQUIRED FOR THE PRODUCT(S) HEREIN. 8. WHEN APPLICABLE, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM SKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT GALVANIC CORROSION. FASTENERS SHALL BE MADE OF CORROSION RESISTANT METAL OR HAVE A CORROSION RESISTANT COATING. 9. CURB CONSTRUCTION AND MOUNTING DETAILS: 9.1. A CURB SUPPLIED BY OTHERS CONSTRUCTED AND MOUNTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING FBC) AND RESIDENTIAL (FRC) VOLUMES FOR THE TYPE OF CONSTRUCTION CLASSIFICATION WHERE THE SKYLIGHT IS TO BE INSTALLED IS ALLOWED. 9.2. INTEGRATION WITH THE ROOF ASSEMBLY SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 9 OF THE CURRENT EDITION OF THE FRC. 9.3. ADDITIONAL INSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BY A LICENSED DESIGN PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN ADDITION TO THIS PRODUCT EVALUATION DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING 60.0/-60.0 NON -IMPACT TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND DESIGN PRESSURE RATING 2 INSTALLATION NOTES AND ANCHOR SCHEDULE 3 ELEVATION AND ANCHORING LAYOUT 4 INSTALLATIOIN SECTION WITH SCREWS AND GLAZING DETAIL 5 INSTALLATION SECTION WITH NAILS 6 BILL OF MATERIALS AND COMPONENTS H O S O 0 ? N N G In N g w a0 gz O 6 O O wY .. t` 3 CQ of h UZ m~ Z O p 00F 1Iz o a, d O Z N U W w z ZO z N J W Q W LdwWILSiaOwmgg Robert J. Amoruso, P. E. FL P.E. No. 49752 MET" , S' TI s TI'm € a` w; Digitally siged byRobert J. Amoruso Z DIN: cn=Robert7: Amoruso, o, ou PTC Product Design Group, email=robert@ptc-corp.com, c=L Date2015.07.25 17:30:39-04'00' INSTALLATION NOTES: 1. ANCHOR INSTALLATION: 1.1. INSTALL CURB TO ROOF ASSEMBLY IN ACCORDANCE WITH THE ANCHORING LAYOUT ELEVATIONS SHOWN ON SHEET 3 USING FASTENERS SHOWN IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. 1.2. INSTALL SASH TO CURB USING #8 SELF-DRILLING/SELF-TAPPING SCREWS. SEE ANCHORING LAYOUT SHEET 3. 1.3. CURB WOOD SPECIFIC GRAVITY OF 0.55 MINIMUM. 2. APPLY ALL SEALANTS ACCORDING TO MANUFACTURERS INSTRUCTIONS. 3. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN ON THE INSTALLATION DRAWINGS. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES INCLUDING, BUT NOT LIMITED TO SHEATHING, UNDERLAYMENT AND SHINGLES. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET.. 6. FOR SKYLIGHT SIZES LESSTHAN THAT SHOWN IN THE ELEVATIONS, ANCHOR QUANTITIES MAY BE REDUCED BY ONE (1) WHEN SPACINGBETWEENANCHORS 15 50% OR LESS THAN THE MAXIMUM SPACING REQUIRED. INSTALLATION ANCHOR SCHEDULE MANUFACTURER ASSEMBLY SUBSTRATE TYPE HEAD TYPE SIZE AND/OR MIN. EMBEDMENT MIN. EDGE MIN. CAPACITIES BASED ON IN) DISTANCE (IN) SPACING (IN) SPECIFICATION ASME B18.6.4 (SELF- CURB SOLID - SAWN HEX, PAN OR NO. 8 DRILLING/SELF- 1 5/8 5/8 WOOD WITH A MINIMUM LUMBER ( 1) TRUSSHEAD SPECIFIC GRAVITY OF 0.55 TAPPING SCREW) MIN. 2500 PSI CONCRETE BUT ITW TAPCON (3) 1 1/2 1 1/8 2 1/2 NOT LESS THAN THAT REQUIRED BY BUILDING CODE ROOF CONCRETE HEX HEAD 3/16" MIN. 2500 PSI CONCRETE BUT Elco Ultracon 1 3/8 1 3 3/8 NOT LESS THAN THAT REQUI RED BY BUI LDI NG CODE ANSI B18.6.1 WOOD SCREW) ROOF SOLID - SAWN HEX, PAN OR NO. 8 ASME 818.6.4 (SELF- 7/8 5/16 13/16 WOOD WITH AMINIMUM LUMBER ( 2) TRUSS HEAD SPECIFIC GRAVITY OF 0.55 DRILLING/ SELF- TAPPING SCREW) 1/ 4" DI A. ROOF SOLID - SAWN ROUNDHEAD 0.099"DIA. RING - SHANK NAIL 7/8 1/2 1/2 WOOD WITH A MINIMUM LUMBER RING -SHANK MIN. SPECIFIC GRAVITY OF 0.55 NAI L PROTRUDING MIN.3 ALUMINUM OR HEX, PAN OR ASME B18.6.4 (SELF - THREADS PAST ULTIMATE STRENGTH (Fu) OF ROOF STEEL, 1/8" MIN. TRUSS HEAD NO. 8 DRILLING/SELF- INTERIOR OF 1/ 2 1/2 22, 000 PSI WALLTHICKNESS TAPPING SCREW) SUBSTRATE SCREW THREADS SHALL PROTRUDE HEX, PAN OR ASME B18.6.4 (TYPE MINIMUM OF 1/4" 1/ 2 1/2 7/ 16" THICK PLYWOOD - ROOF PLYWOOD or OSB TRUSS HEAD NO.8 AB TAPPING SCREW) FROM THE UNDERSIDE SPECIES GROUP 1 OR 2 (APA O F TH E R00 F VO LU NTARY P RO D UCT SHEATHING STANDARD PS 1) MINIMUM OR NAILSHANKSHALL1/ 4" DIA. PROTRUDE A 7/16" - SHEATHING GRADE ROUNDHEAD 0.099"DIA. MINIMUM OF I/4" APAVOULUNTARY PRODUCT ROOF PLYWOOD or OSB RING -SHANK MIN. RING -SHANK NAIL FROM THE DEJ 1/ 2 1/2 STANDARD PS 2) MINIMUM NAIL OF THE ROOF SHEATHING NOTES: 1) FOR NO. 8 WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRI U. 0.102" (DRILL SIZE 38) PI. LOT HOLE FOR WOOD FRAME INSTALLATION. 2) FOR NO. 8 WOOD AND TAPPING SCREWS I F SP LITFI NG IS A CONCERN, DRI LL 0.082" (DRI LL SIZE 45) PI LOT HOLE FOR W 00D FRAME 1 NSTALLATI ON. 3 W H EN ITW TAPCO NS ARE USED FO R CO NCRETE/MASO NRY I NSTALLATI O N, TH EY S HALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 1— H J g o' U O= CO Oo O c O L Z c Wc 0 Ul I, Z Q Z W w O— S O Fa Z 07Ow mm F— CYt z CO U Z W LLJ 2 O Nm Za j$'jSw ngc Robert J. Amoruso, P.E. FL P.E. No. 49752 Q` mWP}`'c EENytMOgPry p_ s+ ov Digitally Sig ed by Robert J. Amoruso r* ON: cn Robertl.Amoruso,'o ~ ou= PTCJProduct Design Group, email= robert@ptc-corp.com, c=US 6ate: 2015.07.25 17:30:54-04'00' 48" MAX. FRAME SIZE TYP. ALL SIDES 43" MAX. D.L.O. SIZE TYP. ALL SIDES 8" MAX. 16" MAX. -- O.C. TYP. I 4" }MAX. I 13" MAX. O.C. TYP. A 4 C INSTALLATION ANCHOR 5 SASH STILE RAIL TO CURB 8 x 1 3/8" SELF-DRILLING/SELF-TAPPING SCREW, TYP. 4" MAX. 3-1/2" MAX. TYP. ALL SIDES 00 j j j 8.5" MAX. O.C. TYP. ALL SIDES FOR SCREWS 8" MAX. O.C. TYP. ALL SIDES FOR RING -SHANK NAILS MODEL "SFG4" CURB w.r/li Twin C Yr'&71r T!'N TTT INSTALLED INTO VARIABLE SUBSTRATE ROOF ASSEMBLIES SEE INSTALLATION ANCHOR SCHEDULE - SHEET 2) EXTERIOR VIEW 8" MAX. 55 1 /4" MAX. CURB SIZE TYP. ALL SIDES INSTALLATION ANCHOR CURB TO SUBSTRATE VARIES, SEE ANCHOR SCHEDULE SHEET 2, TYP. 1/2" MIN. 5 TYP. ALL SIDES 1/2" MIN. TYP. ALL SIDES 3-1/2" MAX. TYP. ALL SIDES a O E O wm F N R V L J 0O o Z WO E— fT- y F Lr)0 z ZW M F---I Vl W OYN o c) r` gD U C 1- wCO z E F-w x a QO m~ z O Q a g i Q z 0 a Qrn ZN V o x oLLW N > o Ld m Wa0 S gg a Robert J. Amoruso, P.E. FL P.E. No. 49752 S0'cP.` G ErigMOgU Digitally sigedbyRobertJ Amoruso„ q :;,,q,• DN: cn=Roberti: Amoruso, o; .—, ou=RT(=jroduct Design Group, email=robert@ptc-corp,com, c=US Dates 2015.07.25 17:31:08-04'00' SPACE ONE (1) FASTENER 2" v FROM ALL CORNERS AND 8" 10 MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND CURB, BY OTHERS 8 x 1 3/8" 13 SELF—DRILLING/SELF—TAPPING SCREW APPLY SEALANT BETWEEN CURB 14 AND ROOF ASSEMBLY, BY OTHERS 3/16" MAX. I INSTALLATION ANCHOR SPACE HEADS TO BE COVERED 1" MIN BY SEALANT, BY OTHERS EMBED. ROOF ASSEMBLY, BY OTHERS MIN. EMBED. VARIES, SEE ANCHOR SCHEDULE SHEET 2 SEE GLAZING DETAIL THIS SHEET DRYWALL FINISH DRYWALL FINISH BY OTHERS BY OTHERS INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 2 EDGE DIST. VARIES SUBSTRATE BY OTHERS SEE ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 2 SCHEDULE SHEET 2. A NSTALLATION CROSS SECTION 4 NON -HINGE SIDE 2X FRAMING, CONCRETE AND METAL FRAMING INSTALLATION DETAIL. SEE SHEET 2 SEE ANCHOR SCHEDULE ON SHEET 2 FOR OTHER APPROVED TYPES t2 21 n SPACE ONE (1) FASTENER 2" o 0 10 FROM ALL CORNERS AND 8" u tMAX. O.C. THEREAFTER c APPLY SEALANT BETWEEN < 8 LIGHT FRAME AND CURB, ~ BY OTHERS SUBSTRATE BY OTHERS VARIES. SEE ANCHOR SCHEDULE SHEET 2. APPLY SEALANT BETWEEN CURB AND ROOF ASSEMBLY, BY OTHERS INSTALLATION ANCHOR HEADS TO BE COVERED BY SEALANT, BY OTHERS ROOF ASSEMBLY, BY OTHERS MIN. EMBED. VARIES, SEE ANCHOR SCHEDULE SHEET 2 INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 2 EDGE DIST. VARIES SEE ANCHOR SCHEDULE SHEET 2 B NSTALLATION CROSS SECTION 4 HINGE SIDE 2X FRAMING, CONCRETE AND METAL FRAMING INSTALLATION DETAIL. SEE SHEET 2 5/8" GLASS BITE STRUCTURAL SILICONE9 GLAZING COMPOUND EXTERIOR 1/8" TEMP T3/4" O.A. TEMP GLAZING DETAIL INTERIOR EL - r- 7. o c J z n N 0 o 0 z coO p o 2z 1' cy o rn Fm Cl)F.- z w w 3 a U OU E- A a I N m0?: m Qrn mz cz U O W U) U Z Z cD w c' 0 a cnz W o_ LL 0 0Q S Robert J. Amoruso, P.E. FL P.E. No. 49752 Amoruso DN: cn Robert J. Amoruso, o, ou= PTCIProduct Design Group, email= robert@ptc-corp.com, c=US Date 2015.07.25-17:31:27-04'00' SPACE ONE (1) FASTENER 2" v FROM ALL CORNERS AND 8" 10 MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND CURB, BY OTHERS 8 x 1 3/8" 13 SELF—DRILLING/SELF—TAPPING SCREW * APPLY SEALANT BETWEEN CURB 14 AND ROOF ASSEMBLY, BY OTHERS 3/16" MAX. INSTALLATION ANCHOR SPACE HEADS TO BE COVERED 1" MIN_ BY SEALANT, BY OTHERS EMBED. ROOF ASSEMBLY, BY OTHERS 1 /4" j MIN. EMBED. 00.099" FULL ROUND HEAD 1/2" MIN. RING SHANK NAIL OR #8 EDGE DIST. TAPPING SCREW, SEE ANCHOR SCHEDULE SHEET 2 SEE GLAZING DETAIL SHEET 4 SPACE ONE (1) FASTENER 2" w 10 FROM ALL CORNERS AND 8" a MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND CURB, 8 BY OTHERS E J 5 5 6 6 v 13 APPLY SEALANT BETWEEN CURB r V) NN 11 AND ROOF ASSEMBLY, BY OTHERS a3 INSTALLATION ANCHOR I HEADS TO BE COVERED BY SEALANT, BY OTHERS CL Z7 Z O — zROOFASSEMBLY, BY OTHERS a zQ02 U 1/4" N N. EMBED. Uj W J Q DRYWALL FINISH DRYWALL FINISH 1/2" MIN. #8 TAPPING SCREW OR BY OTHERS BY OTHERS EDGE DIST. 00.099" FULL ROUND HEAD RING SHANK NAIL, SEE ANCHOR F SCHEDULE SHEET 2 2X FRAMING SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2, BY OTHERS CIINSTALLATION CROSS SECTION C / NON -HINGE SIDE 2X FRAMING INSTALLATION DETAIL 00.148" RING SHANK NAIL SHOWN, #10 TAPPING SCREW ALSO APPROVED, SEE ANCHOR SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE ON SHEET 2 FOR OTHER APPROVED TYPES 2X FRAMING SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2, BY OTHERS INSTALLATION CROSS SECTION C I HINGE SIDE 2X FRAMING INSTALLATION DETAIL 10 TAPPING SCREWN SHOWN, 00.148" RING SHANK NAIL ALSO APPROVED, SEE ANCHOR SCHEDULE SHEET 2 Robert J. Amoruso, P. E. FL P.E. No. 49752 p4Pt iCEHE^N 9G.•. Digitally signed by Robert J. Amoruso DN: cn=RobertJ. Amoruso off' = ou= PTC ProductDesign Group, emailrobert@ptc- corp.com, c=US Dates 2015.07.25 17:31:41-04'00' BILL OF MATERIALS ITEM # I PART # ITEM DESCRIPTION MANUFACTURER MATERIAL 1 FE4694 SASH HINGE INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 2 FE4693 SASH STILE RAIL INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 3F5 FE4695 4" CURB HINGE INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 4 FE46700 4" CURB INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 SM KS-5 WOOD SASH FRAME KENNEDY SKYLIGHTS, LLC WOOD 6 ISM KS-6 SASH STOP KENNEDY SKYLIGHTS, LLC WOOD 7 ISM KS-2 WOOD CURB KENNEDY SKYLIGHTS, LLC WOOD 8 AK-2474 CONDENSATION CHANNEL CENTRAL PLASTICS, INC. HIGH TEMP. PVC 9 GLAZING COMPOUND NOVAFLEX STRUCTURAL SILICONE 10 8 x 1 1/4" FH SELF —DRILLING SCREW 11 16GA. x 1 1/8" BRAD NAIL 12 NON —IMPACT GLAZING, SEE SHEET 4 13 1" x 1 1/4" FOAM GASKET EDPM FOAM 14 RIGID SPACER FOR SASH STILE RAIL INSTALLATION, SEE INSTALLATION NOTE 4 SHEET 2 RIGID 2 25/64" 2 13/64' r 1 2 43/64" SASH HINGE EXTRUDED ALUMINUM 6063-T6 0.070" THICK 1 1 11 5/8" -' 6 rr 5 WOOD SASH FRAME 2 13/64" ff 7 35/64" @SASH STILE RAIL EXTRUDED ALUMINUM 6063-T6 0.070" THICK JZ — 7/16" 7/1T6' 6 WOOD SASH STOP 4 1/2" 61/64" 3 9/16" 4" CURB HINGE EXTRUDED ALUMINUM 6063-T6 0.063" THICK 1 1/16" 3 1/2" 3 3/4" WOOD CURB 7 4 1/2" @4" CURB EXTRUDED ALUMINUM 6063-T6 0.063" THICK L---{— 25/32" 5/8' Fww- 1-- 1/2„ CONDENSATION CHANNEL TXERUDEDHIGHTEMPRIGIDPVC 0.030" THICK 16" w4 F N a is N v7 H C Ld U a a zIL r m M oQ mIF04Zmo Q rn mz M U W 0 m _ A W o m Robert J. Amoruso, P.E. FL P.E. No.49752 S1`EESSA,y . eS9 ONALE`- Digitally signed by Robert J. Amoruso t 41, DN cn Robert) Amoruso,o"- ou=PT. roduct Design Group, email=iobert@ptc-corp.com, c=US Date2015.07.25 17:32:02-04'00' REQUIRED INSPECTION SEQUENCE BP# I L - 2CA74, BUILDING PERMIT Min Max Inspection Descri Lion Footer / Setback Stemwall Foundation / Form Board Survey 41) Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattem Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: `W ELECTRICAL :PERMIT Min Max Ins ection Descrl Lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final AEL'1P:ERMIT I Min I Max I Inspection Description Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final REVISED: June 2014