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HomeMy WebLinkAbout121 Adoncia Way 17-1004; FLORIDA ROOM ADDITIONECEIVE CITY OF SANFORD APR 12 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I /o® Documented Construction Value: $ 9, 190 Job Address: la-1 A Clon ci a k1cLi Parcel ID: _ 2q - ICI - 31 - 5o 2. - 0 O o o -- o q p o Historic District: Yes No B Residential [Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: I n Eta I I ) Q' X I S( 61I Florida A ors ry-) Plan Review Contact Person: MCkrK M ccrr t +l Title: Carl tY (,}-n r Phone: 401 GCM 6999 Fax: (o 9q - 69 (l e Email: mar-9 (2 Ct'o d CA5--) l Property Owner Information Name U av 1 d l 1 en Phone: 40`1 q S 1 j 4-q 9 Street: (2 A of c)n cl a. 1iC y Resident of property? : ks City, State Zip: Sgr1Fo r-d F L Contractor Information Name CreaLwe R F-mu del to a & O( Phone: L- 0_7 699 to 999 r Street: f O S 5 ( UrS e j PA 4 12 S Fax: 619g G q q g City, State Zip: w (rA1 P l.rlc FL 3 2-10t State License No.: CkC. )3290 9'•3 Architect/Engineer Information Name: I) Cly(S (:.,- O'C Ion Street: 2 ( o 0 1N eK l va' SD(ur qs t2 o c4 City, St, Zip: Lo pq W ao d EL 31-D 9 Bonding Company: Address: Phone: L[- U-7 5 3 q 23S3 Fax: S 3 cl 2_33 L E-mail: de-Cthn er1QLn-ee1 P 5>mna - ct5r'-) Mortgage Lender: ! l}- 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 1053 Shall be inscribed with the date of application and the code in et%ct as of that date: 5t° 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, stateragencicb, 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. rJe-Qe- •you 3 - 7 a °17 Signature of Owner/Agent Date Signature of Contractor/Agent Date E11e, M,14'h N1a(y- M C&T-w-h Print Owner/Agent's Name Print Contractor/Agent's Name 3Ot1lo — 4\, )Jg"y &I I,) Signature of Notani-State of Florida Date SignatJ(110T wState o on a — Batr— BRIAN A HOOVERBRIANAHOOVER : fMYCOMMISSION #Fr012740 fMYCOMMISSION #FF012740_,.. oa EXPIRESMayEXPIRES May17, 201798-0153 FloridatJ ryService.com 107) 398-0153 FloridallotaryService.coin Owner/ Agent is Personally nown to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID #fA V,rI i use, Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 9 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: I COMMENTS: Ck I&j S hdl to h to' Ais, coyeepd Wa o Q Grid dlwepis )oh reP)rre rp2hh, Revised: June 30, 2015 FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures rej Fire Alarm Permit: Yes No WASTE WATER: I BUILDING: 5F * z& it CJDP l es f aPernaitApplication Property Record Card JWMM' CFA Parcel: 29-19-31-502-0000-0900 R Owner: MUTH DAVID C & ELLEN J scwaocccaxry Rorxon Property Address: 121 ADONCIA WAY SANFORD, FL 32771 Parcel Information Value Summary Parcel 29-19-31-502-0000-0900 Owner MUTH DAVID C & ELLEN J Property Address 121 ADONCIA WAY SANFORD, FL 32T71 Mailing 121 ADONCIA WAY SANFORD, FL 32771- Subdivision Name CELERY ESTATES NORTH Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions M a Legal Description LOT 90 CELERY ESTATES NORTH PB 71 PGS 38 - 45 Taxes Seminole County GIS 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 — Depreciated Bldg Value 131,976 126,253 - Depreciated EXFT Value Land Value (Market) 31,000 27,500 Land Value Ag Just/Market Value " 162,976 153,753 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj j $3,744 8,997 P&G Adj 0 0 Assessed Value 159,232 144,756 Tax Amount without SOH: $2,970.00 2016 Tax Bill Amount $2,970.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management) 159,232 0 159,232 Schools 762,976 : 0 ; 162,976 City Sanford 159,232 ' so! 159,232 County General Fund 159,232 m.. so! l 159,223232I County Bonds 159,232 - 0 j 159,232 Dales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 1 2/1/2017 08864 1757 189,9W Yes Improved SPECIAL WARRANTY DEED 5/1/2008 07003 1705 i $246,000 Yes Improved WARRANTY DEED 8/1I2007 06790 0613 336,700 No i Vacant Find Comparable Sales , Land Method Frontage Depth Units Units Price Land Value LOT 1 ' $31,000.00 ; $31,000 Building Information Is Bed/Bath count incorrect? Click Her.. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value Appendages Actual/Effective 1 i SINGLE 2008 8 4 2_0 1,975, 2,541 1 1,975 ! CB/STUCCO j $131,976 1 $137,118 : FAMILY FINISH Description Area 105. 00 7V n SCREATIVE REMODELING of Orlando r..'YY H q P *'Insurance i -Q=u ._,s_ ; pg tme SEAt.Cp11 CrimmalCheck : • BUSINESS Www.crorl.com Certified Residential Contractor CRC1329083. 407-699-6999 1055 Nursery Road, # 125 Winter Springs, FL 32708 DATE_ BUYER'S NAME 0..V e ln• . PHONE ADDRESS-_ Street)° 173.U15 ACCORDING TO FLORIDAS CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37 FLORIDA STATUTES). THOSE WHO WORK ONYOURPROPERTYORPROVIDEMATERIALSANDARENOTPAIDINFULLHAVEARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR, OR'A SUBCONTRACTORFAILSTOPAYSUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLYREQUIREDPAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOUHAVEPAIDYOURCONTRACTORINFULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVEALIENONYOURPROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY THIS INSTRUMENT PREPARED BY: Name: MCOMCGrYCLi'h Address: Ivt' lfDricrado LL O S S r5 e. A 7YL11/j FL 3 0-7? NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: -2q - 19 -- 3) —5 02 00 0 0 -- 09 ,O GRANT 11ALOYY SENINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8893 Pq 363 (1Pgs) CLERK'S Y 2017036082 RECORDED 04/ 12/2017 08:41:31.5 AllRECORDING FEES $ 10.00 RECORDED BY , ieckenro The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description -of the property and street address if available) L(D L G O Ce1 er^ j E s a ba. /1 o y -K P6 -7) PC4-5 3R - t-(-S Glory C t UV cL- 6CX-n FL 3 2 "7 -1 2. GENERAL DESCRIPTION OF IMPROVEfMENT: Ins1 cW 10xisG " F1 -n4a 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: 1 " , I 1 ih Teayl d _ E i i e.'1 )'Z1 SQrt&(-d 32-7-71 Interest in property: OWP1Pl Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: C-( r. C,+-IV`t`- Phone Number: Address: 1_0 5 S / 1 I.LLfS-e V\4 P CI )4 I' 2.5 kJL11 b-,r s i r'Ula-o FL 32i 0 5. SURETY (If applicable, a copy of the payment bond is attached): Address: 1 A 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida StatulIt s. Name: N Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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. C= qqcl-j*Y Signature of OwnV or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) v Authodzed Officer/t)irector/ Partner/ Manager) Tr j State of 00 (r i o. County of sLq"-" n 1 S'r'';r', CC CL Theforegoing instrument was acknowledged before me this 71- day of by Who is personally known to me OR a z q Name of person aking statement i fl.. P M 0 who hasproduced identification type of identification produced: 1j6 9 f o Ge rc, v ram, BRIAN A HOOVER 1.Y. cc J U W PB`: MY COMN" ISSI0NI #FF012710 v d EXPIRES May 17.2017 Notary Signature w QQ 407) 398-0153 FloridallotarySorvice.corn ttQ LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: LL - (o I hereby name and appoint: an agent of Ch a M C Cy-e- 1- re -a -Live. 0 wry-ioc12e-LLr 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: 21 A- of o-n C. i a W a-` Street Address) Expiration Date for This Limited Power of Attorney: Lf— — ' — f 01 License Holder Name: M 0.q,- M CG-ra.f-6 State License Number: C i2 C ) 3 2 9 O 93 Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this 6-Nay of MIri t , 2001 , by /hox( n c, tea`K who is ofersonally known to me or o who has produced as identification and who did (did not) take an oath. k" Signature Notary Seal) BRIAN A HOOVER E MY COMMISSION #1:r)i2740 EXPIRES May 17. 2017 0153 Flo! idallotarySCrviC^.Com Rev. 08.12) gri'- 15e., f6 vel Print or type name Notary Public - State of Commission No. My Commission Expires: RECORD COPY ICI o o - AAatT-Ai3 L 5'-3" 10'-0" c A O NOTE: 1.) All Doors & Windows To Be Installed Per the Manufacturers Specifications 2.) M.E.P. By Others, If Applicable REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER di-?k- t1 DATE 8'-5" 8'-0" MA 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 Material List: 6005A-T61 Alloy 1" x 2" x 0.044" Open Back 2" x 2" x 0.044" Hollow 2" x 3" x 050" Hollow 2" x 4" x 0.046" x 0.100" S.M.B. 3" x 0.024" x 1-Lb. Composite Roof Existing Column To Remain T 5'-3" 10'-0" Family Room) 6068 (To Remain) w-3 Existing Trussed Roof Patio OpenProposedSunroom w-a Cover 15'-6" 4'-6" Floor Plan 3" Composite Roof Aluminum Frain I I 0" j 1 i -- I 12x4 22'-0" Plan View J. 3" Composite Roof A 4 0 T SANFORD 6,-6„ ARS' 2 Existing Concrete Foundation (TYP.) Field Verify) 15'-6" I 4' Front Elevation WINDOW & DOOR SCHEDULE: W-1 = 62" x 78" Glass Window W-2 = 60" x 78" Glass Window W-3 = 63" x 77" Glass Window wa = 42" x 78" Glass Window 36" x 80" Door ed Walls (TYP.) 3x3 T 8'-0" MAX.) T 8'-11" 1"x2" 2"x4" O 8'-0" MAX.) I 8'-11" I 8'-0" MAX.) Scale: 114" = 2' 0b 0 N OC O Y O Mo D 0 _ Cn w° Z a U 3 TE: 3/30/17 1 PAGE: 1 1 of') 2" x 3" Edge Beam 2" x 4" Attach 1" x 2" To Girt Using 4) #10 x 1-1/2" S.M.S. (MIN. Into Screw Bosses (TYP.) Attach 1" x 2" To Base Plate Using 2) # 10 x 1-1/2" S.M.S. (MIN.) into Bosses (TYP.) Concrete Host v v kttach 1" x 2" To 2" x 3" Using 4) #10 x 1-1/2" S.M.S. (MIN.) into crew Bosses (TYP.) o 2" x 5" Using #10 x 1-1/2" MIN.) @ 18" O.C. & 4" From right (MAX.) (TYP.) Tapcon w/ 1-3/4" (MIN.) Emb. Into Solid crete @ 18" O.C. & 4" From Each ight (MAX.) (TYP.) Existing Concrete Foundation (TYP.) Corner Detail Attach Channel to Concrete Using 1) 1/4" Diameter Tapcon w/ 1-3/4" (MIN.) Embedment Into Solid Concrete @ 8" O.C. (MAX.) (TYP.) 3" Aluminum Channel —J Roof to Host 3" Composite Panel (TYP.) Attach Composite Panel to Channel Using 1) #10 x 1/2" S.M.S. Screws @ 8" O.C. (MAX.) Top & Bottom (TYP.) Caulk All Exposed Screws 3" Composite Roof See "Roof to Edge Beam Detail" for Roof Connection 2" x 3" Hollow Edge Beam Stitch Beam Using 1) #10 x 1/2" S.M.S. 24" O.C. (MAX.) & 4 From Each End (TYP. 1"x2"O 1) 1/4" Diameter Tapcon w/ 1-3/4'--\ MIN.) Embedment Into Solid Concrete @ 24" O.C. & 6" From Each Upright (MAX.) (TYP.) Attach Base Plate Upright Using 2) x 1-1/2" S.M.S. into Screw Bosses (TYP.) Attach Roof to Edge Beam( ` ( 1) 1/4" 1/4" x 4" Lag w/ 1-1/4" Washe: @ 8" O.C. (MAX.) Caulk All Exposed Screws Upright Detail Roof to Edge Beam(s) 3dge Beam to Upright Using 1/2" S.M.S. into Screw Bosses (TYF Attach Girt to Upright Using 4) x ]-1/2" S.M.S. (MIN.) into Screw Bosses (TYP.) 2" x 2" x 1/8" Angle Fastened Using (3) 14 x 1" & (1) 1/2" L.D.T. w/ 3.5" MIN.) EmbedmentInto Solid Concrete Each Side with 4" (MIN.) Edge Distance TYP.) Existing Concrete Foundation (TYP.) mposite Roof Panel (TYP.) Aluminum Edge Beam(s) (TYP.) Scale: N.T.S. NO" ES: LANDBoundary1. THIS 3DLNDARY SURVEY WAS PREPARED FROM TITLE OR OTHER INFORMATION FURNISHED TO''HI5 SJRVEYCR. SURVEYORS THERE MAY BE OTHER RESTRICTIONS RECORDED OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. And LB 4585 PROPER71ES ARE SLBJECT TO ALL CCVENANTS RESTRICTIONS, EASEMEN'S AND SETBACKS OF RECORD. Mapping2, N0 UNDERGROUND MPRCVE1JENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC F SHOWN IS +!-. 3. TH S SJRVEY IS PREPARED FOR IHE SO:.E BENEFIT OF THOSE CERTIFIED TO AND SHOULD NO? BE R-ELIED Associates, Inc. UPON OR USED BY ANY OTHER ENTITY. SURVEYS ARE NOT TRANSFERABLE. 4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT '09 WEST ORANGE STREET BOUNDARv LINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLA-TED UNLESS DENOTED AS MEASURED. ALTAMONTE SPRINGS, F .. 15. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (3B). 32714 6, PROPER-Y HEREON LOCATED IN ZONE ' X' PER F.I.R.M. MAP PANEL NO. 12117C 0090E DATED 09-2E-07. PH. (47) 696-1155 7. BU LDING LINES SHOWN. REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN. 0 30 60 Property Address: 121 ADONCIA WAY P.C. ADONCIA WAYC1 TRACT E (PRIVATE INGRESS & EGRESS) S 891,50,100 W (BB) 60.00'(P) POWER BOY, ON CORNER 10' U.E. SET NsoIIi8 aass + Ls 4565e 1 " I ON GCX N• 1 2' 21.4E Cn 0o 0 oco aCn BP l'1- 100LA LOT 91 m O o O ZONIN DATE -45, Ok t0 tt to'"IS Ca o Ili 5 nom wJ w x 14 5 O VA I REC I- (7r 1 P1a1I 1 . /'lfGCi58'R9 SYIO W LD. L Covered Entry i n 1 Story g1; Residence #121 , w m w CI Covered/ r s ' 151 Screened 1 1b2' 24.a LOT 90 Q r>? aVIO d 'k2 r1 S Ibh FENCE POST S N 89050'100 E 60.00'(P) ON CORNER LOT 68 LOT 69 DESCRIPTION: LOT BC. CC. ESTATES ,'dORT:-I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 71, PAGE(S) 38 THROUGH 45, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. CERT F ED TO: DAVID C. MU71H AND ELLEN J. MUTH ArA'ERS-ONE MORTGAGE'-ORPORATION FIDELITY NATIONAL TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE JOB NO.: 17-121 DATE: FIELD: 01-19-' 7 SIGNED: 01-23-17 DRA'IrvV BY: RCA P.C.: R? CHECKED BY: RWJ EGEND R"C- . MCOV3iED I.P. IRON PPE I.C. - ILLEWLECAP0 Cm • C3110w'C IAO.iIN11- RB • REWR RkU - RALAL NR • N01 RADIAL N6J - NAIL 6 ]ISC IP) • PER PLAT IM) - AS MA%RED 0) - PER OESCRM—m C.t- -ONLINE F C. • POINT OF CUR@ATIM F.T. - POINT OF TANGENCY CONCR,e1E PAVERS; MCK PRO• POINT OF WOW CURVE R.P. • RADIUS POINT R PADUS L UNI 4GFARC S.E. SAEWALKEASMIT U.F-- UTILTYFAMMq D.E.- MNAGE EASEMENT LE.- LANDSCAPE EASEVIEW P.F-- POOLEOUIPMENT P.P.• POM POL? X-- CHAJN LNM t M-1 FEN0E 3 - WICDEN FENCE e-vart eNt 11IN/N14WC LOT 89 j SET 59* Ise LB 4565 Al P.O.L. PENCE POST ON CORNER I LOT 70 L SCALE 1' = 30 BY: Fidelity National Title cf Florida, Inc. 72CB W. Sand Lake Roac, St&-102 Orlando, F- 32819 TeL 407-370.0327 Fax. 407-370.0029 ItiR IS a dlgllaiy bgaed and Sealed drdwf"8 Of a bOUrldaN, , l (I I t ll 5rmis pafa: rtad don the dmftp, of I* undustrIsi. or * Odt he dam of the survey charm `e, hereon and cerMed only to those persons ardfor em"es isted . o I horeoa - he boundary survey mae:s tie mntmum W6RI al standards as set forth try Ore Florida 3oare a Pru`esslonal Surveyors and Mappers in Chapter 51 7 =1.C. Pursuant tcq' +/ section 477-027 Fbrida staltP.es- v ^. SIA:`: : •Tee iiKcq . +: G3i ROGNt JACKSO , PSM>2E1 i I Sua}1 1'V, Not valid witlwut tfre signature and the original raised seal of a %&3 Leensed surveyor artd mapper. City of Sanford Building and Fire Prevention Product Approv I w LDIyG 7 0 0 4 SANFORD Permit # A RTM ification Form Project Location Address 121 A o C. i CL (/l.i ay As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Cusfb r ri IN i ndo w G ucU-d i a n N-t.n d 11 -1 Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider P Gr-r dllsi ri' Al. 1ori zo-ni-oj Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels I U,J OL1C 5 S U O 1 Roof Vents Other June 2014 Category/ Subcategory ; Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name CT-2 4714 Please Print) June 2014 c sine ;& a s "U ,Reg la y BCIS Home ; Log In User Registration : Hot Topics i Submit Surcharge . Stats f9 Facts 4Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Annik ffirine Publications FBC Staff BCIS Site Map Links • Search Refine Search FL# 161.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL161-RS Revision Custom Window Systems Inc. Steven M. Urich, PE Approved History FL#: FL161.1 717) 317-8454 Model: Guardian Hinged Door Description: Guardian Hinged Door w/Glazed Insert. Category: Exterior Doors Approved Subcategory: Swinging Exterior Door Assemblies by DBPR. Approv'dIg by DBPR shall he n..ri_ "- • a..n :g.w y the POC and/or the Commission if necessary. Comma Us :: 2§21 Blair Stone Road Tallahassee Fl32399 Plate• 850-487_1824 The State of Florida is an AA/Mo employer, Copyright 2p07-2013 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 publk-records request, send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please contact 850.487.1395.ursuant toSection455.275 1), FloridaStatutes, 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 Providedmaybeusedforofficialcommunicationwiththelicensee. However email addressft are public record. If you do not wish to supply a personal address, Please providetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please dick hem. product Approval Accepts: y iigti: hcL Credit Card Safe SpNFORD PAR SOS Home Log In User Registration Hot Topics Submit Surcharge Florid Product Approval USER: Public User )r rr '- I 9 Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Meru > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL161-R5 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext255 sbrooks@cws.cc Stephen Brooks sbrooks@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext 291 jlathrop@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL161 R5 COT EvalR o CWS-176E (Guardian Door).Ddf Referenced Standard and Year (of Standard) Standard Yea AAMA/101/I.S.2-97 1997 ASTM E1300-04 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 R # Model, Number or Name 161.1 Guardian Hinged Door Limits of Use - APProved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Rooms. 161.2 1 Guardian Hinged Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Rooms. Description Guardian Hinged Door w/Glazed Insert. Installation Instructions FL161 R_ 5 II CWS-176E (Guardian Door) pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL161 R5 AE EvalReo W -t76E (Gliardian Doo) df Created by Independent Third Party: Yes Guardian Hinged Door w/Solid Core. Installation Instructions FL161 R5 II CW5-24 D_(Guardian Door - Solid Core).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL151 R5 AE EvalRep CWS-242D (Guardian Doc Solid Core). df Created by Independent Third Party: Yes Back Next COMM US :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Convdgh 2007-2013 S o' Florid :: !'tiyaa Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mad address released in response to a public -recordsmailtothisentity. Instead, contact the office by phone or by traditional mad. If you have any Questions, Please contact 850,487.1395. •Puursuanttnot sendooSection 455 2751), 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. TheemailsProvidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleasedickhere . Product Approval Acceptor cChC¢ Credit d Safe xtunt lt Ilucs`' TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONS ................................. 2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS... ......................... _4 ANCHOR SCHEDULE & NOTE& ........... .5 INSTALLATION DETAILS ........................6 PRIME DOOR - NON -IMPACT SHOWN w/ALUM. SINGLE HUNG) 37 1/4. OVERALL WIDTH GENERAL NOTES ---------_ _-----------__-_._ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDCOMPLYWITHTHE Qvm* FLORIDA BUILDING CODE (FBC), CURRENTEDITION. L LTO 1900 SW 44TH AVE. 2. GLAZING OPTIONS: (SEE SHEET 2) OCALA, FLORIDA 34474 wwW.CwS.CC 3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED. 4. DESIGN PRESSURE RATING: 1 000 ALUM. NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE ANDGLASSTABLESASTME-1300-04. GUARDIAN DOOR POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NON -IMPACTINFILTRATIONTESTPRESSUREANDGLASSTABLESASTME-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT SEEN USED N m di IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHORDETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOODANCHORCALCULATIONS. 6. NOT APPROVEDHFORIMPACTRESISTANCE. IMPACT PROTECTIVETYP.) W ¢ m SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m U U z 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT m o o yUSEDATALLFRAMEJOINTS, N N Q Z WWSW TYP.) O o o w a w U w a o W o U m¢ Oz i00RE1i? 58201 S 7S Lucas A. Turner 2015-04-27 STAiE OF $40 20:51-04:00 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" +/- 40 PSF T NONE zz 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 09/08/08 REV.: CWS-176 E SHEET 1:15 1 OF6 GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. co'gibm-EeSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941-380-1574 SHEET DESCRIPTIONS -- DOOR CONFIGURATIONS DRAWN BYC DATE; _._ ADE 09/08/08 CWS-176 E scAiE: SHEET 1:10 2 OF 6 1193) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36. INTERIOR SECTION VIEW B-B ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD 401186STANDARDTHRESHOLD 1193 SADSHOLD NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWEDWHERENOWATERINFILTRATIONRESISTANCEISNEEDED, Q&'bb g& WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT cnIIIoI to U U m mm a o0 N N 0= D 2 a a Zw H w o a a p D a VP y\ENSF'p'j. i v : • No 58201 STATE OF , W0 % •4 1Xz 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH,941-380-1574 SECTION VIEWS ADE j 09/08/08 VG R: REV.: — CWS-176 E SHEET 1:2 3OF6 ITEM PART rAHIS LIST DESCRIPTION 1 S-1377 HEAD, Z BAR, OUTSWING VENDOR KEYMARK MATERIAL ALUM 2 5/8" 36 3 S-1374 JAMB, ZBAR, OUTSWING KEYMARK ALUM5 6 S.1186 S-1193 THRESHOLD SADDLE THRESHOLD KEYMARK KEYMARK ALUM 2" 9 7 S-1126 BUMPER THRESHOLD ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 10 P•3008 HINGES KEYMARK ALUM 11 P-3376 POP RIVET IDEAL SS 1/8 12 P-3280 DEADBOLT-3127-A-Q HUB SS 8 OUTER FRAME 13 P3280 LOCKSET-3127-A-0 DELANEY SS 61/16" " ASSEMBLY 4 14P- 3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH DELANEY ULTRAFAB SS 11 15 P- 3310 WSTP, .350 x .187 BULB VINYL ULTRAFAB 16 P- 3224 WSTP„ THRESHOLD VINYL TEAM PLASTICS Is- 17 P-3087 GASKET, DOOR KNOB PRATT IND, FOAM 18 P3204GASKET, DEADBOLT HO PRODUCTS FOAM 19 P-3684 FOAM CORE ELITE DOOR CORE - H-1001 23 P-3214 BUGSWEEP 24 P- 3539 8 x 3/4, QUAD PAN TEK FASTEC STEEL 25 26P- 3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM CORNER KEY - S-1002 PANEL FRAME P-3350FOAMBLOCK, FILLER METALS USA ASSEMBLY 28 P-3369 CYLINDER, DOOR PLUNGER YALE 29 P- 3370 CYLINDER, DEAD BOLT YALE SS 31 P- 3531 B x 3/8 PHIL FLAT SMS FASTEC SS SS 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 33 34S- 1300 P-3367 ADJUSTABLE SWEEP DOOR STRIKE KEYMARK ALUM 2 3/8" {---23/8" — 35 P-3368 DEADBOLT STRIKE YALE YALE SS SS I 2 5/ 8" 7 36 37 P- 3612 P- 3776 8 x 1- 1/4 QUAD PAN W/ 1/4" LEAD BACKER PLATE FASTEC ALCOA STEEL ALUM 3/ 4" 1/ 16" " L { 1l16" 1/ 16" 1 13/16" 1 11/16" 1 3/16" L 1 LINEITEMS NOT USED: 3 33 L 2, 4, 20- 22, 27, 30 VU IJYVINU Nt: AU 5-1377 OUTSWING JAMB S-1374 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 215/16"--- - I ls! 1 1/2" STANDARD THRESHOLD S- 1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 77 L__--1116" BUMPER THRESHOLD S- 1126 u— ovv car a- 7 3UU r- 13/16" -60 L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX, POS. DP 1126 BUMPERTHRESHOLD NONE 1186 STANDARD THRESHOLD + 40 tt93 SADDLE THRESHOLD NONE NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. IJ Av(sIIUUU(1jj'fj J WINDOW SYSTEMSYSTEMS ALL 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT y PNOREb i'TGG CE•NSF•., y.. v No 58201STATEOFF0RIOPz: 4/27/ 2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 BOM AND EXTRUSIONS ADE 1 09/ 08/08 CWS- 176 E d(L --_--- SHEET 1:2 4OF6 12 3/4" MA: 6" MAX. (T` 6" MAX. (T) 17" MAX. O.C. TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP.) ANCHORLAYOUT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. NOTE NSTALLATION ANCHOR (TYP.) INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYR) 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARINGSHIMSSHALLBECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED, 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 1. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATEDWOODMUSTBEPROTECTEDTOPREVENTREACTION. i. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THANTHEMINIMUMSPECIFIEDINTABLE1, SHEET 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THESTRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS) 2E mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT v t No 58201 1 1s vs ' STATE OF 4i FSC C O R 10.. LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES AIDE 09/08/08 CWS-176 E Ai€ — SHEET 1:20 5OF6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTP SEE TABLE 1 PERIMETER SEALAP BYINSTALLER INSTALLATION ANCI SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALL INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT — BY INSTALLER a 4 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. — --I SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 1" MAX. SHIM INTERIOR SEAL OR SET IN CONCRETE OR MASONRY a T a MIN. EMBEDMENT o SEE TABLE 1 CA" VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATIONfASTENERSSUBSTRATETYPE CONCRETE (2.0 KSI MIN.) ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 3/16" ITW TAPCON 3/16" ELCO ULTRACON 1" 1 1/8" 2X MIN. SOUTHERN PINE ( G=0.55 ) 10 WOOD SCREW 1 1" 0,045" ALUM. (6063-T5 MIN.) OR 0.045" STEEL (33 KSI MIN.) 10 GRADE 5 SELF•TAPPING / FULL THREAD 1/2„ HINGE AND STRIKE PLATE ANCHORS DRILLING SCREW THRU 0.046" 1/2" 2XMIN, SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1.3/8" 7/8' WINDOW SZ'STEMS lMIN. EDGE DIST. SEE TABLE 1 1900 SW 44TH AVE. INTERIOR 1/4" OCALA, FLORIDA 34474 WWW.CWS.CCMAX. SHIM— HINGE/STRIKEPLATE MIN. EMBEDMENT HINGE/STRIKEPLATE 1000 ALUM. SEE TABLE 1 MIN. EDGE DISTANCE SEE TABLE 1 GUARDIAN DOOR NON -IMPACT HINGE/STRIKE PLATE SCREW MIN. EMBEDMENT SEE TABLE 1 m m uiSEETABLE1Nr; 0 0 00 INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS Y LL. W w Iw ¢ m SEE TABLE 1 SEALANT BEHIND -- FLANGE BY INSTALLER PERIMETER SEALANT cr U U zmm BY INSTALLER a o p L HORIZONTAL SECTION O wmg6TYPICALJAMBANCHORAGEoa. d w w > r o U a m o w w O U m¢ O z gjOREW *"#oi Op..OENS ..'A L v t No 58201 ifo; STATE OF •: 4 T' i i FS O R t ; '_ f 45 iV A i+0N rOi 4/27_/2015_ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380.1574 SHEETDESCRIPTION: ---- INSTALLATION DETAILS DRAWN BYi —DATE __ ADE 09/08/08 NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUMANCHORAGEASSHOWNINTABLE1. CWS-176 E SHEET 1:2 rage 1 of 1 i BCIS HOme ! Login 1 User Registration Hot Topic j Business Pofessiar9 Product Approval USER: Public User 1r: !a+' i Submit SurchargeStats Facts Publication8: s , FBC Staff BCIS Si[e MaP Lrnks Search vuiae somnazi' Me^• > ftldyM or Acuica arr Sarchi > Application list Search Criteria Code Version 2014 FL# Application Type ALL Product Manufacturer 5500.1 Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity QuaityALLAssurancen6tyExpired ALL Product Model, Numberr Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL Validated By StatusRevisioluminumCorporationL5500.1 Jorge A. PomerantzP.E.i Approved Aluminum / Aluminum Roof Panels (954) 394-8521ption: EPSFoamCoreCompositePatioRoofPanelsry: Roofingtegory: Metal Roofing Approved by DBPR. Approvals by DBPR shall 6e reviewed and ratified by the KX and/or the Commission if necessary, contact SLs :: 1940 North Mon ^mt Tallaha F 2 9 7-1824 Phone, g5_0 48 The State of Florida is an AA/EEO employer. Coor v= 21W7 2 -- - 1 to of -' _ :: Privacy Statement :: Attescibil r,r :: 3Chtnd 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 electronicmailtothisentity. Instead, contact the office by Phone or by traditional mail. If ou have an questions, request not send Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must rov,leyicontact 8S0.487.1395. *Pursuant to theyhaveone. The emaik provided may be used for official communication with the licensee. However email addresses are Public record. Iffrtment ryudonrotwishtosum' a Personal addres , Please Provide the Department with an email address which can be made available to the public. To determine if You are a licensee under Chapter455, FS., please dick here. product Approval Accepts; httPs:// www.floridabuilding.Org/Pr/Pl-app_lst.aspx 9/21/2015 1 -5- 1 Vl L FOR wMEY,, o ' BQS Home i Log In ! User Registration - Hot Topic Imines , Pit?eSstd Product Approval tc. l71 f USER: Public User Submit Surcharge Stets & Facts Publications FBC Staff BOS3Site Map Links Searchip manProdtict— k rnaual° I elry, > c cdueEar.Saoiicatibn rdk >,annficatiom Liter. > Application Oetail xr'° 44j FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5500-R4 Revision 2014 Approved Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Frank Bennardo frank@engexp.com Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 bpeacock@elitealuminum.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 Quality Auditing Institute Ltd. 12/31/2018 Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL5500 R4 COI Index odf Florida Licensed Professional Engineer or Architect FL5500 R4 Eauiv Eguiv ndf 104.11.2 1709.3 https://Www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgt2gTKEqbCB... 9/21/2015 Product Approval Method rate Submitted Date Validated Date Pending FBC Approval Date Approved FL * 5500.1 7-1 Model, Number or Name Method 2 Option B 02/26/2015 03/08/2015 03/09/2015 04/15/2015 Description Aluminum / Aluminum Roof Panels II EPS Foam Core Composite Patio Roof Panels Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: For outdoor patio construction only. For use outside the HVHZ. See installation drawing for allowable span/load combinations. Installation Instructions FE550:0 R4 IL DLu Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL5500 R4 AE Evai odf FL5500 R4 AE NOA 11092607 Ddf FL5500 R4 AE Test Reports 1 odf FL5500 R4 AE Test Reports 2 odf Created by Independent Third Party: Yes BaUc Ne C-n :: 19440 North Monroe treat Tallahassee Fl -12399 ape: 8550487-1824 The State of Florida is an AA/EEO employer. Copyright 2007 013 ate of Florida. Privacyslatemen,S :: A ibil_w+ni •: RefOnd S*=[ement Under Florida law, email addresses are public records. If you do not want your a -mail address released in responseelectronicmailtothisentity. Instead, contact the office by phone or by want your a mail. If you have an Qon5e to a public -records request, do not send Section 455.275(i), Florida Statutes, effective October 1, 2012, Iicertsees licensed under Chapter 455, F.S. mustprovide,pltl enact 8.4 7.1395. *Pursuant totheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are pPupe recoorrd. nt If o email address if supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you d0 not wish nChapter455, F.S., please dick Mgr You are a licensee under Product Approval Accepts: M - E https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt2gTjKEqbCB... 9/21/2015 EPS FOAM CORE ROOF PANELS ALUMINUM J ALUMINUM SKIN MAXIMM rI AW WABL__CLEAR SPAN TABLES: a_P n J§ d .€§eels—fL an§I® Live Lo§d ORBsoIIeR Alor UPON Limll Q,024AlumAkin a,o8@" Alum @kin a oZ4 0 93@' Alum 01h, Alum 901 6:0@4 O:aa€" Alum ®kIR Alum €kin 1a 14Psf L1110 14 ptf L 1120 12'=1 16'=3' 1/=a' ia• 1i41@° 19'•11" @1 a 22 9 lap§i L1120 IV.12 Y3 la" Ii -I" j 19'.d^ 19-d' itl 8" 1a'•la" 20'd" 10 Olt L 1110 20 pit L 1120 11'•a i 1'=2 13=4" 12416" 16 6";o" 16 @ ' 16H" 24 pit L 1110 10'=0 12 1" 16'•1" 1414, 14.8 1tl' 4 19' 8 16'=I1' I'• 20 psf L 1120 32 psf CLEAR SPAN TABLE USE INSTRUCTIONS; 1. O€T€RMIN€ TYP€ OP €N€LO§UR€ TO €€)€®V€R€B (OPEN, 2, ®€f€R€MI€NIPTIII11T9 9CIFI€ R OR FULLY €QyiM1€® B€916N WIND PR€§§UR€ PROVID€D by 99PARAT€ €N61N€€RINO, ®Y A Ll€€N§€B €N614th OR 1(9618T€R€D AR€HIT€€T,INA€€®ROAN€€ WITH THE FLORIDA §UILDIN6 €OD€ FIFTHEDITION (2914) 3 FINE) ALLOWW11€OMPO§iT€ PANEL CLEAR §PAN IN TA€L€§ FOR APPROPRIATE PANEL 00TH, FA€IN6 THI€RN€§§, AND EPA AL JOINT6NTINUOWA A111INO E 89 _P) AN56 SPAN_gMW 0.024" Oft 6:02" ALUM 4' MAIi „ WIDTH PER tNlfiOPAO0t0MFA€IN6§ , PER F00f PANEL I.1pn_ I•lufn a 6 nrq 6M cL€AR_S__ iAB_LIZ 41LlvslBedDoaoslloR A UPlla' Limit a:a24" a:03@" Alum @kid: Alum Din A,02d" a:aa2" Alum €kin Alum €kin 0ON024" Alum Okln 0032" Alum aNln 16 Psf 6 )1 0 1 1446 94low@' sf VffAb L.124®. 6 9- ii 18Xi@' 1a 11" i861i" li A 20psf Lllab aka" 11'a" Ia:B" la @ logi, 19 L1140 24 pit L l i6a 0 %, 04@' Ytl 3" .. 164Y" 12 0° 92 6" 11 14itY49 14•i 10% 14412"_, 16`9'• 61240- in Pit L/lag 4141, 641 A i'..-- 101" AVmV11 11 iB' 4 11"10. 18`.fJid'q+ 14-i" 14' L1240 30P§t LIi00 1411'.'- 0'=§" a.r2"_. 041®" 1® @"_ 11'•i' tOW, 1149" 100" 1A'=6" Ll140 P_ Al sf LH06 74" 6'•91"_. 10 9 10 6 --_ 1_@gip' 14'•1" 0L'10ll4o_ 34 pit 0411 a 6" i141 t061, T3'i0 - L Fta 39Ps1 1100L240 6u . 9' Ii" a 9 .. 0 1 to 1 to 0 10 i ja a 1@y4 1841 18 § 40psf I'D 1^!? 9 0' 0 4 _. a i1' a 10 is 6" 0 91ijo li ti 12'=A AW411 ,.._. i3 i° E/240 94psf LI160 1` a 6 0 ia:210-2 I2.4 119--- I.0244 4aput Lf 100 6 10 9 3' i t0 a@ a 6tli 8 a 10 il'- 89 1141Y 11 1@44" 62 pit L`/faa Y' i" .. 2" 0 1 ij^8" T1r1r fi' C0"_ L194096Psf LH00 9 a°_. 0611" 6 t 12 9 0 0 9" @ 9 a 4 194fi' II.6' It 9" - 60ps1 LItdO a'0" i 10 a e s @ if•2" N-6^ LI L __ 6 #_9M' 1A41" _... ice_ DEFLECTION NOTES; I, U9€ L/I20 FOR ALL M€MD€R6 §UPPORfINO ROOF§ OVER AN OP€NOR §€A€€WINALL€D ROOM. 2, U§€ L/100 FOR ALL M€M199A§ 9UPPORTINO ROOF§ WITH A NON-PLAV9110 €€ILINO 0V€N AN€N€LO99D ROOM, J. U§€ L/240 FOR ALL M€M@€A§ §UPPORTiNO ROOF§ WITH A PLA§f€R€O €€ILiNO OVER AN N€LO9€1) ROOM, PER FLORIDA OUiLOIN6 €015€ FIFTH EDITION (2044) fA€1.9 16044 OTHER CONSIDERATIONS; 1, FflONfi OV€RHAN6 MAY O€ 0P fiB a' 0 WifiH VALU€g LI§f€B HERFtN. MARIMUM UN§UPPORf€B 9109 OVERHAND 19 2§% OF LA§T PAN€L W1B9N (I o I2" MAX PON 40" PAN€L WIBfN''11 2,__ ki00F.PITtH §t1A tA€ PAR €lJ1EB1N0-g@€NT@ _,_--- L€ AR §PAN (L) IN§10€ TO iN§109 - R€ P€d t8ALiB'lT10NAL €.N01N€€AINO §H€€fi§ PANEL FOR LOAD§ ROOF €ONN€€fION§, & §UPPOAfiW6 1 DEPTH iTRU€ TURi O€TA10 (ay OfiH€R§), fHl§ 9N€€fi JI C€hflFl€§ ALI 0WA66€ I100P §PAN§ ONLY OPTIONAL OUff€ R Oft ORIP CAP 16" MAX 001 AT FRONT A 09% OF LA§fi PANEL WIDTH AT §iD€§ UP TO Ia" MAX O/H AT §ID€§) MAXIMUM ALLOWABLE DESIGN PRESSURES: AS N®T6 IN EiWAR SPAN TASLSS J bESIGN_- NOTES: g p ng PR0 0@T€ N®® AA AAWIfipfliHt€6®€V@Yfl TMI, N i® 10 9p99UR@@CALCULATEDWIfiHA € 1N€A €M fi@ A® B€f€R IN€B N A€€BflOAN€€ M € p €N M A jpqgA,NB A T€R a69 Of TH€ € RIBA 0 ILBINO CORM B3 If N 916N®ppRAk81 1119 A§p HAN BR €®AL fi@gH€ ®qIV€ 6R N€§pffV A€ SHOWN, A€tfiY VALU€§ Lt€T€B HR€IN FOR ANY A€§€MLY C- N TABLE_ VA,4UE DERIVATIONS_- PANF13Ati@€Rfl€§ 1 AAN€ L §TAE€fURAL PROP€RT1€9 DERIVED FROM €€RftpiPO T€§f R€POAT§ Not, H€Y1 09 i§09, o9=I§99, 09=4900,-09-1009, 09-1990,-09 19§1, 09=1§a2 =0§=I00a 09.1994;-h-1009, 091906, -091909 a6=20a6,-09=2009, -06-2060-06=2009, HURRI€A 9 @N61N ERIN60fi 2f §TINS 21R€ 06-26Y4 by 2. PAN€L D AD LOAO9 HAV€ €€9N FACT INTO €AL€UTAfION§ PON ORAVITVL0AB9A§ W€LL All €AL€ULAf1ON§ PON PANEL PROP€Afi€§, Cz eggI Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aloolicatinne Refine Search FL# 242.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL242-R21 Revision PGT Industries FL#: FL242.1 Model: HR - 210 (Non -Impact) Description: Aluminum Horizontal Roller Window Miami -Dade BCCO - VAL 786) 315-2590 Approved History Category: Windows Subcategory: Horizontal Slider Approved by DOM Aoutovals by DRPR shall Contact Us :: 2601 Blair Stores Road Tally sec FL 32399 phone: 850-487-18 4 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacv.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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.2751), 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. Theemallsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleasedickhere . Product Approval Accepts: W5 am cc re Credit .. Safe cunt; vIl t xtt.5 G Date Approved 10/17/2016 Summary pf Products 1 242.l Model, Number or Name Description HR- 210 (Non -Impact) Aluminum Horizontal Roller Window LimWof Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacinginformation. 242.2 1 HR - 510 (Impact) Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacinginformation. 242.3 ( HR - 610 (Non -Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacinginformation. 242.4 ' HR - 710 (Impact) Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 242.5 HR - 810 (Large Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacinginformation. 242.6 I HR - 810 (Small Missile Impact) Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL242 R21 C CK 6-Q629 02 )df Quality Assurance Contract Expiration Date 04/05/2022 Installation Instructions FL242 R21 II 16-0629 02 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: WinGuard Vinyl Horizontal Roller Window Certification Agency Certificate FL242 R2i C CAC 15-0612 14 df Quality Assurance Contract Expiration Date 02/17/2021 Installation Instructions FL242 R21 Ii 1EQ612.14xdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: WinGuard Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R21 C CAC 16-0714 14 pdf Quality Assurance Contract Expiration Date 07/27/2021 Installation Instructions FL242 R21 II 16-0714 14 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: WinGuard Aluminum Horizontal Roller Window Certification Agency Certifcate FL242 R21 C CAC 16-0714 13 pdf Quality Assurance Contract Expiration Date 12/21/2021 Installation Instructions FL242 R21 1I 16-0714 13 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Multi -Story Aluminum Horizontal Roller Window Certitication Agency Certificate FL242 R21 C CAC 16-07]4 +0 pdf Quality Assurance Contract Expiration Date 11/01/2017 Installation Instructions FL242 R21 II 1 6-0714 10 p_ Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Multi -Story Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R21 C CAC 16-0714 1 pdf Quality Assurance Contract Expiration Date 11/01/2017 Installation Instructions FLZ42 R21 II 16-Q714 15 pdf Verified By: Miami -Dade BCCO CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC StaffBCIS Site Map Llnla Search b a f " Product Approval USER: Public User Y Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL242-R21 r .0 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 PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval Year 1994 MIAMI-D M MIAMI-DARE COUNTYlliaPRODUCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADM]MTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) www.mixmidade.My/ec9Litomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 (AHJ). 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 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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 of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 19BIR-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. AID-ER210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12101/11, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, PX , bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. N USSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 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 in the materials, use, and/or manufacture of the product 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 revises and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.02 oot Expiration Date: April 05, 2022 Approval Date: August 04, 2016 Page 1 PGA' Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 111201.04) 2. Drawing No. MD-IIR210-01 titled"Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated. 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. I3. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super Spacer" NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8969 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. II 1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5a' Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitfed under previous NOA No.15-0609.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel P ez, P.E. Product Contro(Ejaminer NOA No. 29.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 J-i PGt Industries, Inc. NOTICE OF ACCEPTANCE: EyiomCE summ TIED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5m Edition 2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0609.05) 2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0609.05) 3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No.11-1201.04) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0609.05, issued to PGT Industries, Inc. for their Series BR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and expiring on 04/05/17. Manuel Per .E. Product Control Ex ner NOA No.16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 E-2 NOTES: SERIES 210 NON -IMPACT 12a WIDTH wTMIGENERALHORIZONTALROLLERWINDOWt1rBLlcTtwlornaseDcicWDTH 1) THIS PRODUCT WAS BEEN DESIGNED b TESTED TO COMPLY WITH BSHEETS S b b snEETs I 1. 5bB REWIREY NTS E FLORIDA BUILDING CODE, INCLUDING THE II HIGH VELOCITY HURRICANE ZONE (HNQLTHE 2) SHUTTERS ME REWIRED WHEN USED IN WN.DBORNE DEBRIS REGIONS. i 263AT f . A// FOR I A A I MIS•_156E3) MASONRY APPLICATIONS IN MAMNIAOE COUNTY, USE ONLYA5b87I8` se lir f/ VSET)FOR ANCa10R EVALUAT10H8 WERE SOUTHERN PeE, HEIffTT SASH / 835 7l8• ASTMCN CONCRETE MASONRY UNITS AND CONCRETE WITH MRON. KSI PER VISIBLEVIS6TLEBIE v LC f HEIGHT SASH FUED VISIBLE ' NIBBLE ANCHOR TYPE. SEE TABLE 1. SLEET 1. COCAIN LIGHT l- I UpIT I LIGHT r i r 1 4)ALL WOOD BUCKS LESS TWIN 7-1/C THICK ARE TO BE CONSIDERED BUCK I I R/CiC fLN'' I 1X INSTALLATIONS. 1X WOOD BUCKS ARE OFTONAL IF UNIT IS YV6' SB-3/1S n Ti j WALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS OERCFED AS 2X I 1ASIBLE UGIiT _: 7BEARE1-112'THICK OR GREATER. IX ANDZXaUCKS(WHENUSED)SKA-L DESIGIED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, E tA;t1T 1 E CKDESIGN AND INSTALLATION IS THE RESPONSIBR 'OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHOAL BE BEYOND WALL ALWAYS SEE NOTE I' SEE N07E..BbC. may" i I _.""'- 1YtC F68SHEE ALWAYS SEE NOTE A, ' r F- 331t6 DRESSING ORSTUCCO. USE ANCORSOF REQUIRED THIS SLEET EMUS !!!T REQUIRED TES SHEET t•- 3' SIFH(:ENTEMSEUAFNTAS SPECIFIED ON TABLE 1, SHEET NARROW 000RNERS gEQUIComED SEE NOTES 1, JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME,INSTALLATIONANCHORS SHOULD TYP. XOX (1/4-1/2-1 4) ELEVATION B b C. THIS SHEET BE SEALED. OVERALL SEAUNGIFLASHNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 1 Tr W10TH-... TYP. XOX (1%-1%.3-1%3)ELEVATION BEYOND THE SCOPE OF THESE INSTRUCTIONS. jr— 73' 6UCKWOTH B SHEETS 1 TABLE 1: 6) SHIMS ARE REOUIREO AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF 5 6 B TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN IN' THICK. WOOD BUCKS. BY OTHERS, MIST BE SUFFICIENTLY ANCHORED TO RESET LOADS IMPOSED ON TIEAA BY THE WINODW. 7/)DESIGN PRESSURES, A) NEGATIVE LOADS BASED ON STRUCTURAL TEST n. l FRAME AN ASTPALPRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1303. HEICiiTB)POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. 77. 9 iAT.SM '" I 67-1AI' FI%ED 81 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESM3NED TO MFJGHT VISSUCKIBLE VISIBLE RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN LIGHT LIGHT PRESSURE. THE 331fJ% STRESS INCREASE HIS NOT BEEN USED IN j 334fIT 33-0HB' fTHEDESIGNOFTHISPRODUCT, THELB LOADDURATON FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO NOW.ANCFIORg THAT f! NSBLE FAOVISIBLE COME INTO CONTACT WITH OTHER DISSIMILAR MATMIN S SHALL MST i txart tlOrt THE REOURtEMENiB RROFTHEFLORIDABUILDINGCODEFORCOOSION RESISTANCE. ALWAYS 3• --1 B B) REFERENCES: TEST REPORTS A78 ELCO UL7RACON REQUIRED NIA; ELCO CRETEFLE%NQ3VAF8VAFB PA NOS FOR WOODANIFORSEE NOTE D. THIS SNEER 0FRS CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10) THE 210 SERIES HORRONTAL RDLLER WNDOW WAS FORLEIILY TYP__ XO ELEVATION KNOWN AS THE 201 SERIES. 1E/ ER11L NOTES__.__._...._ 1 SHEETS 5b8Imo-- 301/6' Anch- Aa GAnd- SNbt w Yin. Edge DI: faTlce M11L EmaedmalRA 7M Slad IA4ernitHW-Bbtk, (.ABTA CEO) 2-1/r I-1w B 1112 Sled SI S (GM LX i12410 SS SMS P, T. SaAMaR Pule (SG = .w Wig' 1-318' A35 Steel .12F DO. 3B' Miet d 3 threads b. YWW mdd advtrme A553 SNd, &. 33. 0.03W Tt19L l2D GO) YW AYXnilvm. wg3-T5..125• min. 3ff C 1/ 4' Stael UBecOn CaKrde ( mh 2,9 K&) 1' 1-w Gmnt> dWe88btk. (ASiM C9O 21? t 4' 1! r 410 SS CmteFlaX C— M. (— 3 4 KM) HDIde Bi k. 01STM CBI) 1_we PRESSURE RATING 0.RACTRATNG ANCHOR 6PECIFICATOF4.-1 = *'' -N0. S",, YARFS, NDT RATED FOR ANCHOR SPAGNDROUN(DTES_ SEE SHEE75384 IMPACT RESISTANCE OESIGNPRESSUFES.XdOX-.__3 DESGN PRESSURES. %OX.___.._- STANDARDS USED. INSTALLATION, STD Ma_---_ CODE 5 O "• 2011 FLORIDA BI/I.DING INSTFLLATION, NO MR..._...__._6 ASlbt E73(g04 {FBc7' sTn ®1lION CL.A20NG DETAILS. FS • ANSIfAFd: PA dOS2012 FOR WOOD CONSTRIX,'TON COPAERASSEM3LY_-,.._. .......... 7 f E A. UMiNVM DESIG4I MANUAL A(M42010 EXTRUSION PROFIIES___....._B 7af7O1 ...PARTSUST.._....._........___..._..... 6 AISI5400- 0I!$2-2010 A tY1IN tAwm P£ PEe5M05WEEPHOLE tao?ES (SEE WEEPIIOLE DETAIa SHEET 7OF 8}: 0. IEWRE0 IF WINDOW WD7H IS OVER Sr. B. REQUIRED IF WINDOW WIDTH IS OVER 4V AND UP TO br. C, REOVRED IF WIDOW WIDTH IS OVER W. -i. P•Cxy Vi3Ei) D. REQUIRED IF WINDOW WIDTH IS OVER 43', VI E FLFida . . ieA Gale ^"'•CAL rrw. e Bl: QetK R.AsbII: JR 05/05/16 B)ADOED SFACDi9 TO B. SHEETS. ai:-.d ReArt w. Lm 0< seer. as'I"" GENERAL NOTES & ELEVATION ROSOWSKI 1070 TECH OUXIY ORNE 7M. Oela: La ALVELOCE, 34275OHORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.. E. 15 NOKOMS FL 34274 SMN WW* 3eo4: S`7 A a Ar CERT, OF AM 120296 HR-210 NTS 1 OF 8 MD-HR210-01 B WEEPHOLE tao? ES (SEE WEEPIIOLE DETAIa SHEET 7OF 8}: 0. IEWRE0 IF WINDOW WD7H IS OVER Sr. B. REQUIRED IF WINDOW WIDTH IS OVER 4V AND UP TO br. C, REOVRED IF WIDOW WIDTH IS OVER W. -i.P• Cxy Vi3Ei) D. REQUIREDIFWINDOWWIDTHISOVER43', VI E FLFida . . ieA Gale ^"'• CAL rrw. e Bl: QetK R.AsbII: JR 05/ 05/16 B)ADOED SFACDi9 TO B. SHEETS. ai:-.d ReArt w.Lm 0< seer. as'I"" GENERAL NOTES & ELEVATION ROSOWSKI 1070 TECH OUXIY ORNE 7M. Oela: La ALVELOCE, 34275 OHORIZONTALROLLER WINDOW DETAILS 12/01/11 P.. E. 15NOKOMSFL34274 SMN WW* 3eo4: S`7 A a Ar CERT, OF AM 120296 HR-210 NTS 1 OF 8 MD-HR210-01 B 1 ANCHOR ON 1 ANCHOR AT EACH SIDE OF CANER THE MEETINGRAX MN.3 ANCHORS IN JAMB FOR V NDONS UP TO 44'. MIN. 4 ANCHORS N JAMB FOR INWDOINSOVER4 1 ANCHOR AT CORNER 6'MAX 1 ANCHOR AT CORNER 1 INlANCHORSJAMBFORJA IT Mm. O.C. FOR VVI OOV0 UP WINDOWS Up TOTO M', M14 TAIL. 2Ir MAX O.C. ANCHORS w FOR WINDOM OVER 6r JAMB FOR WINDOWS I OVER M" U. MAX CENTER OF MEETING RAIL (X2) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS 1 1ANCHORON ANGNOR IAMCIORON 1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF 1 ANCHOR ATTHEMEETINGF1cE0THEMEETING CORNER RAIL LIT6 RAIL UK 3 ANCHORS N JAMSFORWNDOWS UP 70 M', ANN. 4 ANCHORS N JAMB FOR WINDOWSOVERK SEE TABLE 2, 1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON EACH SIDE OF ANCHOR EACH SIDE OF THE MEETING M ANNT1ES THE MEETING RA% RAX XO, O%8 EEGRESSHEIGHT: -4N8 1 ANCHOR AT xOSOX: CORNER EGRESSWIDTN:(WW2.3.lm OX Ill41f2.1H7 EGRESS WIDTH:(WIN14-2,06) EGRESS VADTH: (WW13.6) i I O.C. o.c. j, 1' fI 1 8'NAX C MAX —; 1' 6 MAX FROM . _ _-i 72JN' MEETINGRALQ(2) 'I MAX OG7— ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS e-MAx. I , i 17' MAXO.C. J 6' MA)L li CU4X MEETING RAIL OU) ANCHORAGE FOR ALL XOX (1/31/31p)_CONRGURATIONS m000000000000 oo©0000000soon""" O vOd0000O0Oi 0 oQoo©©000 tttt4':i©©©©©©tttti©©iiti© XO, OX 8 x0%: SASH NSBIE 1JD11T HEK]O: (WM - fL116) FIXED VISIBLE LIGHT HEIGHT: -a7W XO Rl OX sA.ln 6 fIXED NSIBLE lNift YFIOTH; BNW/!- }7H6 XGX(IXVL1H}. SASH VISIBLE LIGHT WIDTFY (WW4-}7116) FIXED VISIBLE LIGHT MOTH: (WIND-}13H6) XOX(10.1r"Im SASH A FIXED VISIBLE L)GHT MDTH: {W WO - }6116) MODUCT kEVM.D SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. Plyi" with Hkc F'kaib awMmM a,a AYw O 9l• bK AYMAvrc ANCHOR SPACING & QUANTITIES J ROSOWSKI 1070 TECHNOLOGYNOLOGY OR U-- ON.: Q10E- n 34Z/5 F.D. BOX lwa HORIZONTAL ROLLER WINDOW DETAILS 12101/11 NoKOMS. FL 34274 Sib /YoAC S elr Dw+'a Nn. MD-' A lY1NMUER P.E. CM. OF AM. + HR-210 NTS 2 OF 8 B PFJ Y765 DESIGN PRESSURE RATING {pst) FRAME W®'ITi GLASS TYPE STANQARD MEETING RAL HEAVY DUTY MEETING RAs. FRAME HEIGHT FRAME HEIGHT 38318' 4a' S0 6l8' 83' 383/8• 44• 50b/8' 83" 72' Glass 1 55.a470.0 55.d430.0 56.d 6.9 55,q.g7.8 SS.a-90.0 55.g4)0.0 55.a-08.9 55.d81.9 WA 2a-trr Glass 2 a 3 ss.a-ao.o 55.a-0o.o ss.a ao.o 5s.a o.o 5s.a ao.o ss.aao.o 5s.a-eo.o ss.am.o ss.aao.o Glass a a s 55.a o.o ss.a4p.o ss.aso.o ss.a so.o ss.a-9o.o ss.a-9o.o ss.a a.o ss.d4>o.o 55.a o.o Glass 1 Gfsssza3 55.a-73.s 55.aeo.o+ss.a o.0 ss.a 12 55.aaB.o 58.aa7.2 55.a-73.s+ss.a t.z+55.a-58.o+49.n-49.7 ss.a-9o.o+s5.aao.o+ssa o.o+ss.aao.o+s5.a-n.9caas+ss.a-Sao+ssaaoo+ss.aao.o+ss.a no+s5.a o.o+ssa o.o+ss.a eo.o+ssa-7e.t wA3r Gtaa 1 55.0lSf.5 537/53.7+44.a44.8 K+ 49.7/49.7 SS.a$/.5 53.7lS3.7+a4.8/-64.8 35.b35.sWA. Glens 2 55.d o_o+ss.a.so.o+5a.aasa ss.q-ao.o+ss.a-0o.o+ssa.2+ss.a-n.2+55.a..sGlass355.a-90.o ss.a80.o ss.a7s.o 5ia-90.o 55.a 0.o 55.d 8D.3 55.d83.9 58.a-57.1Glassaas+ss.a-9o.o+ss.a.ao.a+s5.daoo ss.aao.o 55.aao.o ss.am.o 55.at7.a 5s.a-eao Glass t 55.dE8.0 53.t/53.1 a3.81d1.8 32.3/J2.3 55.dfi8.0 53.1/-53.1 43.&43,6 323/323 WA 49- Glass 2 55.a 0.0 55.d-05.1 55.a70.5 53.4/53.4 5s.a-9D.0 53.d 8.9 55.01-79.9 SS.d B.O 55.d$1.3 Glass3 Glass 4 a 5 56.aaao 55.d-900 55.a as.1 55.d b0.0 55.a70.s 55.a 8.1 53.4/S3.a 55.a 86.7 5s.a o.o 55.a-9D.0 55.d-eo.o 55.d 80.0 55.a-78.s SS.a-80.0 ss.asa,1 55.d-723 so.aao.e SS.afi1.5 Glass t 55.a 637 524lfi24 a3.5443.5 31.27J7.2 55.d i.7 52.4lS24 43.5H3.5 31.2131.2 WA 53-t/8- Glass 2 sid-80.D ss.a to 55.a 8.7 50.2/802 SS.aA0.0 SS.dA5.0 s5.a-73.E 55.a59.4 54.a54,0 Glass 3 55.aao.0 55.d-01.0 ss.d4S8.7 50.2/so.2 55.a-9D.0 55.d-90.0 55.a-78.3 5s.dS82 48.&6.8 Glens 4 a 5 SS.a-90.0 55.d 80.0 55.a 3.4 55.a&27 55:d-80.0 55.d$0.6 55.d 0.0 55,dJ;8.0 SS.aSl.4 Glass 1 55.aS9.2 50.41.b0.4 42.8W328 31.8/31.8 55.d-99.2 50.4150.4 42.a/2.a 31.8131.8 WA 61• Glass 2 55.d 9.2 55.aJ5.1 55.db1.1 45.M 45.4 55.a.2 SS.d-79.3 SS.a872 51.aSt.O 44.md4.o Glass J 55.a-90.o 55.aas.t 56.afit.l 45.a45.a 55.a-BO.o SS.a-0O.o 56.a-T/.o 55.aS7,2 H8.M 8.4 Glass a a 5 56.a-9o.o 55.a-so.o ss.a-78.a 55.asa.7 55.a oo ss.aao.o ss.a-az.9 ss.aat.s st.elsl.s Glass 1 55.a38.3 aa.sr-48.s at.ar l.a 32aa2.o ss.a e.3 4e.sr.ae.s 4tal l.a 32a32.o WA Glass 2 55.01-79.7 55.0f-72.5 ss.dae.s a3.a.o ss.a-79.7 ss.a-n.1 ss.a s a9.3r s.a 4taJ-4tz Gorse 3 55.01a9.7 ss.a-72.5 ss.asa5 43.0f.43.0 55.0/-79.7 55.0f-78.7 55.aa4.9 55.0fs7s 47.0/-47:0 4 a 5 55.-79.7a ss.a-79.7 SS.a s3-73.1 +s3.8/-.9 55.01-78.7 56.a-79.7 55.0/-79.3 55...3a6B 411,9/48.9 Glass 1 61.1/51.1 44.2/-04.2 38.91J8.9 30.01-30.0 51.11-51.1 44.7/34.2 3a.9/3a.8 a30.0 WAEQ. Glass 2 55.01-83.5 55.01-63.5 55.01bs.3 40.01i0.0 550-0.5 55.0183.5 55,01ffi.0 47.9f47.8 39.81-M Glass 3 56.a 3.5 55.dE3.5 55.d55.3 40.ai0.0 56.d i.5 55.dfi3.5 55.d8%5 r54.7/56.1 d5.a 5. Glass 4 a 5 M.-WI+55.d413.5 SS:d63.5 50.01-50.0 58.d-63S 65.01{3.5 55.d-03.5 54.2/b4.2 45.1/45.1 PBoO R Sm ct .'.M1`vit'IDI wMk Ie fA154 u FxpzzA& BLTAE 3: L ad.H CalmM TABLE 4: e Gtasa Trpes 3 m Vr An WW o N 611B'Tempelea to ` Ai 0 JCDO Z 18" AmaHled CH 110' Atloded-11T Allp-118' AM d d O t O 3 3118' AnLela0al18' Abpa llr A-MW ? 1!4' TmpeM O Z UL ila' TaRp 114' AYfpat llr T-W..d p - 5 9MS Tempme631/B' Aisps llr T&roe a X G J F NOTES: D O Z 11 USE THIS TABLE FOR ALL xOAOX"MOWS PER co THE ELEVATION ON SHEET t. DIMENSIONS SHOWN J ARE TIP.TO-TF. a IrO o x1 FOR SAS NOT SHOWN. ROUND UP TO THE Z SHOWN ON THE TABLE cmNEXTAVAJLABLEWIDTHORFIEK31iTdMENSiON r1 1Z.7N J) ASSURES NAV BE INTERPOLATED CONFHOURATHONS APPUCABLE TO THIS SHEEP: 3 gk S X A d" , a s= xo O% ALYNN MILER P.E P. FJ SM7 MAXIMUM pR LnT p,);VSEO x mmPtl'a wM M Llerxh SLwi tinBCodeNo 2nzyDrts TABLE 5: P yl' trade Pr ': TABLES, Glxs Types U) m 0 3NB' Araealed O ^ O 1/E Annealed-1!4' Akspaeslf8" AmealW 2' j a 3 311E Ameale"I ' Akspmeo-118" Annealed a W 2 i a 3/18"Tempered g 1/P Tanpsad 5 1/E Templed-1/4 A.Paea-Va' Twoemd Z co 311E rerRpere63lfE akapaee-17e'Tempered x c .O OCX it E W _ y NOTES: O zwZUSETHISTABLEFORALLxoxWYIND0115PER to THE ELEVATIONS ON SHEET 1. DIAEMSI NS w J SHOWN ARE TF-TO TF. d Z o_ 2) FOR SIZES NOT SHOWN. ROUND UP TO THE Z O NINEXTAVAILABLEVTOTHORHEIG3TOaAENVON } SHOWN ON THE TABLE. ` 55 a $_ 3) DESIGN PRESSURES MAY BE INTERPOLATED Y. lLJ _ C BETWEEN SUMS. 9 a ll COWMRATIONS APPLICABLE TO THIS SHEET: xtin 3 r of xox (In 13•Vd) xo N.tn-tml - A LYNN WaLER P.E PE/Sa]ffi zoxcoNFlcuRATION MAXIMUM DESIGN PRESSURE RATING (>fl STANDARD MEETING RAIL HEAVY DUTY MEETING RAl FRAME GLASS FRAME HEIGHT FRAME HEIGHT WIDTH TYPE 38-3/8^ 44" 50-5)@' 63' 3&3/8' 50 bf8" 83" z49„ Gbss283 55.0/-90.0 55.a-900 55.a-76.3 55.a-59.2 55.p-9D.0 55.a-90.0 55.a-78.9Glass48555.a-80.0 55.d-90.0 pb.a-89.1 55.a$8.1 55.d-9D.D 55:a-9D.0 55.a-90.0Glass283r55-aA0.0 55.a-84.7+55.a-71.4+55.a-90.0 J+' 544 55.dA0.D 55_a-73.55&118"GIa5485+55.a-LJD.O 55.a-90.0 SS.a-83.2 55.aE4.3 55.d-9D.0 55_d1J0.0 55.d•90.0Glass283SS.d-96.0 55.a-78.3 r55.a-63.9 49.d 19.0+55.aA0.0 56.a-96.1 55.p 85.361" O Glass485 55.a-90.0 55.a$9.0 55.aaa.5 55.p-57.1 SS.d-90.0 55.a•90.0 SS.p-84.5 class z a 3 55.a$1.o 5s.a$s.e ss.a-s5.3 a1.s/-a1.s 5s.or-so.o 55.a-ss.s 55.a-73.7 5s.a-55.a 7a^ Glass 4 8 5 55.p-90.0 55.a-77.9 55.d-64.5 gg.g/.g8.9 55.aA0.o 55.a-90.o 55.a-so.o s5.a-72.2 Glass283 r55.a-75-8 55.d$1.5 50.4/30.4 37.71-37.7 55.a-80.0 55.d$1.8 55.N$72 50_y50.3 Glass 48 S r55.p$8.2 55.d-71.7 55.a-58.8 a4.a44.0 55.d-9D.0 55.d•90.0 55,p•88.9 55.a•85.0 Glass 2 8 3 55.a-73.8 55.0%59.6 48&18.8 36.?/-38.2 55.OF90.0 55.d-79.5 SS.a-64.8 48.?h48.2 Gras a s 5 s5.a-88., 55.a69.s 55-W-5s.7 42v-42z 55:a-90.o ss.a-90.o 55:a-83.9 ss.a-BZ.a Glass2 55.a-90.0 r55.a-79.5 55.a-B8.4 50.&-SD,B 55.W-90.0 55.a-85.0 55.a-73.6 55.d-i9.4 53-1lS Glass 3 55.0/-90.D 55.a-79.5 55.d$8.4 50.91.5D.B 55.a-90.0 SS.a-9D0 55.a-78.3 56.a.£.2 Glass485 55a-90.0 55.a-90.o 55.oF7T.5 55.a-5s.r 55.a-s0.0 55.a-so.o 55.a-9D.o 55.a$7.5 Glass2 55.a-80.4 55.d•84,9 529/-529 39.3J-39.3 55. d-83,1 55.a-728 55.aB2.0 47.91-47.9 p 74" Glass 3 55.a$0.4 55.a$4.9 52.9/329 39.3/39.3 55.a-90.0 55.a-79.8 55.a-70.0 52.5/•525 Glass485 r55.a-90.0 55.a-75.8 b5.a-81.8 45.9d•45.9 SS.a-A0.0 55.d-90.D 55:a-90.0 55.aE7.8 Glass 2 55.a-74.7 55.a 61.2 49.1fri9.1 35.8/35.8 55_a-T4.7 55.aE/.2 55.a-58.9 46.&-46.8 85' Glass 3 55.d-77.2 55.a1>1,2 4a.1f-49.1 35.S1$5.8 55.a-81.9 55.a-71.1 r55.aL2.8 47_a-47.8 Glass485 55.a-90.0 55.a-71.4 SBa-5T.3 r41.8H11.8 55.0/-00:0 55.OV_90.Q 55.d•84.6 55.a1r1.8 v Glass 2 55.d65.3 55.a-58.8 46.31.-08.3 33.1l33.1 55.d-85.3 55,a-60.0 53.7/53.7 43.9/•a3.9 97" Glass 3 r55.a-725 SS.d-58.8 46.3/38.3 33.1/-33.1 55.U/-725 55.d-63.7 54.7/b4.7 44.2/dt.2 a Gtass485 55.a$7.0 55.d$8.6 54.71.54.1 38.7/J8.7 55.a-90.0 55.Dl 90.0 55.W-79.9 55.a57.1 Glass 2 55.a-587 r53.4f-53.4 aq.7/-44.7 31.2/,31.2 55.a-56.7 53.4/-53.4 4B.4/rt84 40.51-00.5 g 109" Glass 3 55.aFi4.8 SS.a-55.8 44.7/-44.7 31.2/-31.2 55.d•64.8 55.0/-55.8 48.27.48.2 39.5(.39.8 Glass 4 8 5 SS.d-84.7 5S.a-66.5 52?1-822 36.41-36.4 55.a-90.0 55.a•90.0 55.0%77.1 53. BI-53.8 Glass 2 49.7Fa9.7 47.9!<7,9 43.81-43.6 30.a-30.0 49.71.49.7 47.9V7.9 44.31.44.3 37.5/-37.5 120' Glass3 55.a57.6 51.1f-51.1-43.8 30.a-30.0 55.d-67.6 51.11-51.7 44.11-44.1 35.81-35.8 Glass485 55.d$3.2 55.a-85.0 r56.9/30.9 35.d-35.0 55.a-90.0 55.d-90.0 55.d-762 51.7/-51.7 INSTALLATION OPTION I CPER ANCHOROMTE'OAA) STANDARD MEETING RAIL (e' ANCHOR TYPE xvr000 OPTION S INTO z%NOOD. E RF.R M. M--_-___.___.___..._ EpEAN HOR EDGE SEE NOS CONCRETEOPTIONALUWOODORCMUDISTANCEDISTANCERSUBSTRATE, ^`. THIS SHEET. PER 8D) ALIOON \ \ 1 !l ._! SEE TABLE I. SHEET I ANCHOR FLANGE® \ ' ) , SILL B JAMBS \ \ \ ` EDGE (-;3' • i }';. '. REODIRE. DISTANCE 4 J f i' i ( 1SASHWENT f IIf`.: \ I.BEOL f/' ri}H -- NLSSIAOISBVrtHLE -- _ f I\ to.: . .• ISETEAND TYPO TYPE. EWIDTH . EDGECE DISTANCE PER ' . '•..( •• I a S y.. . ..rNv. i.. SUBSTRATE. SEE ITS TABLE 1, sliEET t. ,._! "-II VISIStE ', 111 - U LIGHT 70 / vt f ._ i i I furl I: IY - STAPDARD E WIDTH -',-Co STANDARD 1%WOOD _y.( EMBED- I•F INSTALLATION MEETING RAIL E7(7EIDOIt )MEETINGRA4 _/ MEW SUCK i 'l i:'• OPTION 2 j INSTALLATION FtWD {): :i:' 1VISIBLEIi: I IINSTALLATIONANCHORSDIRECTLY --- BULK WIDTH OPTION HEIGHTii Vt ill \ Ik _..--_- TIP-TQTW WIDTH _. .__ ._......_- INSTALLATION ANCHORS ( L++T , I i I, INTO MASONRY. SASH HORIZONTAL SECTION A -A TNR Oa MASONRY 1x P TIP-TO-Tp- II i / VISIBLE HEfGW ifa•IMXSHIM BUCK j II ! , II MYSTEEL ! ;;-. i%WOOO IYP. ANCHOR TYPE, I HEIGHT O' II: IkX i SELF-0R0.LING 70 ( iEb@EDMEP RS EDGE SW(0), SEETABLE_ DISTANCE PER SUBSTRATE. 1, SHEET 1. I 1 _ SEE TABLE 1. SHEET +. y3-21 OBOE APPROVEDULLION. ALUNPAN, E= FRAMING ORSTEEL Sl4+vI518LE \ STUD. SEE SUBSTRATE i LM,HT WIDTH t =-- _ _ -- if 1 i57; IIIj PROPERDES. TABLE I. l (`i/` __ __ J p I PCUT LENGTH SHEET I. i.'.^..^.v.i.rw ..+,,,nnn 1( a - ITa MEEnNGRAIL EXTERIORINSTALLATION -` / I FJGHTWI WIDTH y ! TYP. ANCHORTYPE, OPTION4 MEETINO(6,--/ ~ BLE uGHr wDTH INSTALLATION I EMBEDMENT AND EDGE ' OPTION I INSTALLATION DISTANCE PER ANCHORSIBGYw' vdIDmM-.._.__. ..__..__ ------ AINSTALLATION SUBTRATE, SEEDIRECTLY TP-TO-nP TABU I. NGIOR51NTO METAL, HORIZONTAL SECTION C- C woo0. B WOOD _ 2. l NOTES: SEEN NOTE P. 1) USEONLYSUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE I OF SHEET 1. FOLLOW EMBEDMENT AND EDGE Ae'"NYmS yfip /K Fyxl THIS SHEET. INSTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW B.ddi" Cede Aerw l6-O6?i. 02 2 LaA(1 \•1w` L-, )ALLW000BUGLSlE55THAW1-12• Oae 20ii.. THICK ARE TO BE CONSIDERED IX - aensK BF LbN: Rnitlm.. `" WOOO - INSTALLATIONS. 1K WOOD BUCKS ARE CONCRETE PELT OPTIONAL. UNIT MAY BE 44STALLED hiia.v :.de V imtl Cgkw . BUCK •. ANCHOR DIRECTLY TO SUBSTRATE WOOD SUCKS we:.e A' ObtK AlWtvc f EXTERIOR_ ' REQUIREMENT DEPICTED AS 4)LARE 1-1,7THICK OR GREATER. Ix AN DL BUCKS(WHEN y ..... - USED) SHALL BEDESIGNED TO PROPERLY INSTALLATION TRANSFER LOAM TO THEsmucum. -_ f l L ® INS A LATION DETAILS, STDMR ROSOWSKI OPTION 3 MOO M" DESIGN AND WSTALIATION _ .. . VERTICAL SECTION B-B LNsrAil.ATloNni+clroRs IS THE RESPONSIBILITY OF THE 1070 TEGIIDLOGY DRIVE IN. — 7HROUGMI%BIKK57RW ENGINEER OR THICKNCT OF ESS MASONRY. N. PENCE. 1 29 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 INTO MA%IMUM $NIA 7NIGDNES5T0 DE tK. _ .... P.O. 80% 1526 MOKOL6, R 34Z74 g, 4AfK Aw!5 OF 8 A LYNK TaLER P.E. /> Rer P.EASBH6 aRr. OF Aunl. TnzBe HR-210 NTS MD-HR210.01 B INSTALLATIONENT9LF21ON1CE10CRIJCIDENICPAH INSTALLATION ANCHORS WTO 2X WOOD. REOUIRDAENT EDGEOFTIONA- DISTANCE EMBEDMENT ADDON EQ TX, MAX HEAD, sm. SILL JAhW T t Ty;ri= AND EDGE — TABLE 1. SHEET 1. 121) INSTALL_ TION FIXED OFTION2 LIGHT ANCHORS DUMMY HEIGHT INTO LMSONRY. SASH VISIBLEHEIGHT LIGHT HEIGHTx --- Cl -fl J?-, f I SAW VISIBLEWHYTH EFDIED C-1 VISIBLE LIGHTWIDTHrr _ /) HEAVY DUTY EYINGPALTp- TGTTo worm HORIZONTAL SECTION A -A IW MAX SHIM lXWOOD TYP. ANCHOR TYPE. BUCK6TR". CONCRETE EAMEOWENtANDEDGESEENOTE2' DISTANCE PER SUBSTRATE, THIS SHEET loRcm SEETABU1. SHEET t PER ANCHORpEWIREO 0X ' k 7' SASH T VISIBLE LIGHTWIDTHEDGE DISTANCEEMBEG INSTALLATION bpTxCN3— INSTALLATkiN ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. SUCK I, 1 # 12 STEEL (-4"-, TYP. ANCHOR TYPE, WOOD HEIGHT 0 X ELF -DRILLING ELRBEDWNT AND EDGE II II SNS(GSj. SEE TABLE 'JJDISTANCE PER SUBSTRATE xSEE TABLE 1, SWEET 1. If 11- - - 77- III T DADE APPROVED MULLOK ALL""AA, 0 STEELPPAIJUNGORSTEELF-1 1\. 5, STUD. WE SUBSTRATE PROPERTIES, TABLE 1. k V CUT LENGTH SHEET I. i 12) 0 EACH MEETINGRAIL FIXED VISIBLE 77— INSTALLATIONLIGHT WIDTH TYP. ANCHOR TYPE INSTALLATION U EMBEDMENT AND EDGE OFTION4 HEAVY DTYOPTION 1 INSTALLATIONMEETINGRAILDWANCE PER P457ALLATMN ANCHORSSUBSTRATE, SEE DIREMYINTO ANCHORS INTOZX TABLE 1, SHEET WI- SUCKWIDTH WOOD. AL. TIP -TO TIPWIDTH IXvVoOO CKSTRIP 1) USE ONLY SUSSTRATE-APPROPRIATE t SEEBUNOTE I ORS LISTED ON TABLE I OF SHEET I. THIS HORIZONTAL SECTION C-C FauOW EMBEDMENT ANDEDGEDISTANCEIwNAXSHM LlI . ANY INSTALLATION OPTION SHO MAY BE USED ON ANY SIDE OF THE WINDOW. lXWOOD 2) ALL WOOD BUCKS LESS THAN I -Ire THICK 9, BUCK CON' PER ARE TO BE CONSIDERED IX INSTALLATIONS. IX Ph.".4- EXTERIORANc DRWOOD SUCKS ARE OPTIONAI- UWT WAY 13E REOJIReAENT INSTALLED DREcny To SUBSTRATE. WOOD BUCKS DEPICTED AS ZXARE 1-lrZ THICK OR INSTALLATION GREATER IX AND ZXMXXS (AHEN USED) RIF OfflON 3 SHALL BE OESKig TO PROPOILI TRNtSFER INSTALLATION DETAILS, HD MR J ROSOWSKI VERTICAL SECTION B- B LOADS TO THE STFAPCTUfW- WOOD BUCK INSTALLATION ANCHORS DE IGN AM INSTALLATION IS THE 1070 TECINOLM DRIVE 7ft: THROUGH IX BUCKSTRIP RE=rYOFTHEENGINEERCR N. Veom FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12101111 WOMASONRY ARCHITECT OF RECORD. MAMM SHIM BOX 1529 THICKNESS TO BE IN' K P.O. 140110111K FL 34274ly"181=4 OF MK f2wz" HR-210 I 7NTS L6 OF8 MD4iR2l —B CERT. I SASH CORNERS ASSEMBLY DETAILS 1'3) SR1 ADAPTER E DETAILS EPHOL ECOVERs SEE SHEET 1 FOR IXYAHTLTY AlLD SPACING MEETING RAIL l4r ANNEALED OR TEMPERED GLASS 3or MN. GLASSa 11 81j I1W GLAZING DETAIL 3MO-ANNEALED OR—ANNEALEDDR TEMPERED SLATS TEMPERED GLASS —!; '-- Tom'` 56J ?i 38Y UK .E. GLASS BRE GLASS SITE i• 3116' GLAZING DETAIL 1/4' GLAZING DETAIL CLASS MING1A53 STACK OB'ANNEALED OR IWAMPACE MWEREO CLASS l_ _ OSANNEALEDOR TEMPERED GLASS 3BY' MN. I ''. GLASS SITE BLS 1/2' I.G. GLAZING DETAIL V4' A FWACE 17 . 1 G1A53MONSTACK 3 ITANNEALEDOR _ f I "/ 0'MiSPA(P TEMPERED GLASS 'f tIS ANNEALED OR TEMPERED GLASS 1 ( 51_ 90j_ 381'MLN. Glws s WE 1/2' I.G. GLAZING DETAIL YIB'AIRSPACE Y rm O O cm J O J_ Q Q O co J Z . O03 rn W NZ N Q Y W O Y$N Y alWt i2 O _ ffn o undo 0 A LYLN AQIEA, PE P. EOSM Parts Descripe- IlsYriBl eo K nmeNno 4SOTPS Spec -System 81 O+e es Sup- Spacer NR %M Hd MeB aUy, See tw Short f 82 0—C .aseel Spec- Mawna- a C-aeel x Ed2s-- Sp ` REFERENCE TEST REPORTS: FILL-8717, 8M S 8970 SILICONE STRUCTURAL 1w NO. POLN YSOBUMEN_ \ WITH DESICCANT rJ KODISPACE 4SIBTPSJ/ `BIT. GLASS ALUMNA REINFORCMENT e116 NOMr,- BUTYL 8 DESICCANT DURASEALB GLAss SPACER INT. GLASS 11RNNENXI 2 fi>SLLNWrtE !j. eaesn u,AonuN UM?!-n 4V1AeW W69.rn /1LYIIIN agynulNWN esr -- T , fOR" 2. R0er ` teeY —; OQ2' YO, P f HOT. MELT BUTYL STRUCTURAL S mote JNIBInIR iA9I£ JaaesTsuuMNA, sJ' R+®uannc ao. eaa nunrlwwmr. EeTam au eussnxueuu 5LK: OAM FONT WITH3/16'NOM. DESICCANT EXT. GLASS! SUPER SPACER@ N) cr xr. cuss 100 V SaR,SmEMn mesnuuNww SASMIonf RMI wnsrouuwm zi DOfieClg REl16 TEXT noasn uuroan r _— f e sss" rooneoTroewx ee6}n PUAe11N1 POLYLS6 DESICCANT FILL AREA o_ BUTYLEtE— Sli6'NOM. SEAL ROLL - FORMED SILICONE SEAL ; MMESS STEED y XL EDGE'- U SPACER a` sAa s oP ae AWM EXT.GLASSL',J-- `i ?cal r1rrtEws[D 608>TeAWIaL- WB.1re!A.UNMIL' f•Y NF0 en i1-vla w -oosw tMIfo 06 .t74 i .s ` N I • , N RIrWd 8y pn4 pb,4b F rsr 2 RTT. GLASS ; P! JR 05/05/16 Bl ADDED svAceRs rs p ; uft Rwird M taer A`.I.b,r BOM &PART DETAILS J ROSOWSKI Z tCs •'. pRipT.. 4; 1070 TEDHMUM DRNE nft popes G ` HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 OMA11 " MMIi9S.FFLr33zT4 ALYNI 4U.Eft Sae1R P. E/ SS1O3 CM. OF ALML i29296 HR-210 NTS 8 OF 8 MD-HR210-01 B REQUIRED INSPECTION SEQUENCE PP# I "l - i rsc-," Address: tZ t A-cx,act A BUILDING PERMIT Min Max Insj2ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In w Frame Insulation Rough In Firewall Screw Pattern 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) ELECTRICALPERMIT Min Max I eetll®n Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final ti v^5 _.. _ y, 56+"AAr/.a1Y.,./'.1 5'L Y f R'.13 $ M —1C1'G$TtiiS' '''41R.' Min Maxi I[ns eetion J(Descn i tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final T— M ECHAN]CAL.PEAaltifl.1 T Min Max 1<ns eetion Descri tion Mechanical Rough Mechanical Final Minn Max Ims eetion`Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 May 12 17 02:16p All Pro Elec Contractors 4078622506 p.2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 -1 " JyU T Documented Construction Value: S z , ` 15. 00. Job Address: 1 Z i / 1 bNG' 0. W SQk o r-! . 32_?7 l Historic District: Yes No Parcel ID: Residential [f Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 5-pPtM 'u aU t!") 0 jek fnLopd l J *l,,# 4 (t) A tw '5 UL1n V%6D u^ Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone: ?o-. (,7-7 -41T5 Street: 12-1 A°toK-la t^'b 't Resident of property?: t5 City, State Zip: 5°`'O "° Pl • 3Z?? Contractor Information Name Ad1 vo F_Lt-tn,—f (2a- —c-4"s L-_t_Cr Phone: 40? "l t- 3615 Street: S ZZ- H uA-1 G fwh 13 t aot• 4' 5 2.L Fax: City, State Zip: (ce F1. 3z'203 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: E<- 13"33 ZS ArchitectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: Address: YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that al I work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 PcRnit Application May 12 17 02:16p All Pro Elec Contractors 4078622506 p.3 y NOTWE: (n 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 .1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction Value, credit will be applied to your permit fees when the permit is issued_ OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. a :_ifs., l• S gna-ure of Owner/Agent Date Print Ovrier,Agent's Name Signature of Notary -State of Florida Date Sign. ' Contractor/Agent 16atc { m0z Print Contractor/Agent's Name z m t` c O r to -; O —t 7 n A Signature of Notary -State of Florida Date N T o c 3"• N LnCo MO 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 /" A BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [] Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: It 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: UTILITIES: FIRE: WASTE WATER: BUILDING: Rcviscd: )unc 30, 201S Perini[ Application May 12 17 02:16p All Pro Elec Contractors 4078622506 p.1 Ib All Pro Electrical Contractors, LLC 522 Hunt Club Blvd. #526 Apopka, FL 32703 407-712-3095 E.C.# 13003325 TO: C i p 54,V4 BI Ii (Orp FROM ALL PRO ELECTRICAL CDlJTRACfORS, LLC FAX:. 6 o $ - SDI 2-- PAGES: PHONE; RE: Urgent /Fr review Comments [StartteAhem) DATE: CC: D Please comment 0 Please reply 0 Please recycle