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1508 W 16 St - BR18-004236 - REPAIR BURNED HOUSECITY OF OCT 2018 BUILDING DIVISION /2'. Application No: 4 o 3 10 0.9 Kag-0 - Documented Construction Value: $ a, sfi son GbrC( — Job Address: d C Yrl: l ' 7T Historic District: Yes No Parcel ID: - 4 - (q- 3d ` s / i-1 - vA OO -" D 2 3 O Residential Commercial Type of Work: New Addition Alteration 9 Repair Demo Change of Use Move Description of Work: c j Plan Review Contact Person: Phone: 3 2/ 14-6,' 62 Z Z Fax: Email: /Tf f e!- 5 je Y ` S" n S r, Ly an 3 l, Gam, Property Owner Information Name ld'v( Phone: Street: rv, 3b c 2'q5-7 City, State Zip: 5x., LzY i / lr-G, 32 -7-7( 40'-1' Z-12-0-7 6S Resident of property?: 1414 4vc - le Ste, Contractor Information Name ? 10CL':4Street: 9 EQ ((::"S+ 0 i 'F 11 M City, State Zip: of )aj^) Pt 3a F 10 Phone: Fax: State License No.. Q Architect/ Engineer Information g C i 5 l /' Name: , S, (e,-6 Street: t5o,, /v D -7 31 Z City, St, Zip: 3Z 8 6P Bonding Company: Address: Phone: Zl - e ,& - G Z Z Z Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of ape. , and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate perr, ,nust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. r FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r 5v! Signature o6w r/Agent Date Notary Pudic State of FloridaSophiaHarris Ow `i my. . W to Me or Pro Signature of Contractor/Agent Date Print g N40a rySt° of Florida ate (C7 / rl l Sophia Harris 1 My Commission GG 238873 p Expires 05/30/2020 Contractor/Agent is Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building i Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: S' Q •S • iA Grant Maloy, rk Of The Circuit Court & omptroller Seminole n t #201811 01e8 Book:9229 Page:539 (9PAGES) RCD: 10/11 2018t2:54:52 PM 1A THIS INSTRUMENT PREPARED BY: Name: .,Y<, Address: "7 f. a lc .. ,'4 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 34-19-30-5AK-OA00-0230 CERTIFIED COPY GRAiiT NIALOY CLERK OF TFIE CIRCUIT Cti URT AND CO -fiPTR9 L_ER i 3N 1. SEMIA1vL ivTY, FLORIDA BY DEPUTYCLERK Pate 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 descrlption of the property and street address if available) 1508 W 16th st Sanford fl 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: repair drywall,studs and painting 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Tavi and Judith Brown Po Box 2957 Sanford fl 32771 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Roderick Waller Phone Number. 772-201-2850 Address: 5923 Forest city rd Orlando fl 32810 S. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: S. LENDER: Address: Phone Number. 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 Statutes. Name: Phone Number: 8. In addition, Owner designates 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. JM A-Ao Vg— nat'urtrotOwner or Lessee. or Owner's or Lessee's Authorized OPocer/Diredor/Partner/Manager) Sophia Harris Print Name and Provide Signatorys'nWOlfice) State of T 110 t i d r"-) County of &CO i on LFThe foregoingInstrumentwasacknowledgedbeforemethislI**) day of 0Ct 1-P O 20 1 by . Who4WDersonally known to me O OR Name of person making slatement who has produced identification 0 type of Identification produced: Public of Fk 3 MyCornrdesionGO23W73Go Expiry 05130r1020 SEMINOLE COUNTY MULTI -JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 10-11-18 I hereby name and appoint. Larry Baker an agent of: Sunrise City CHDO 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): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 1506 w 16th street Street Address) Expiration Date for This Limited Power of Attorney. - License Holder Name: Roderick Waller State License Number: Signature of License H( STATE OF FLORIDA COUNTY OF The foi 201 who and wk instrument was acknowledged before me this 1IYR day of W('° rPa who is fX personally known to me or Av Notary Public Stale of Florida F Sophie HWft My Co n pinion GG 238873 an ryE O5/=020 as identification Print or type Notary name Notary Public -State of F I C)V'%CV\ Commission No. C-70Vx?_1 ? My Commission Expires: 3 I agigo RECORD COPY u,tr, • SXFORD BUILDING DIVISION PERMIT CONDITIONS Application #: 18-4236 Address: 1508 W 161 Street Description of Work: Repair — Fire Damage These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time ofinspection. All conditions must be met and strictly adhered to. Scope of Work: Interior Framing (Plan legend #4) Replace Door ( Front) Notes: No electric, plumbing or hvac work permitted unless a revision is submitted No structural framing or roof work permitted (per plans) Ifyou experience any difficulty, please call 407.688.5150 for assistance. RECORD COPY MIAM!•DADE RMIG DEPARTMENT OF REGULATORY AND ECONOl1•IIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DIN Eurotech Industries, Inc. 4201 NE 12rs Terrace Ft. Lauderdale, FL 33334 DIIAAII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadexov/cc000mv SANFORD #j 1 R. - 4 2 3 6 SCOPE: 0FPARS n This NOA is being issued under the applicable rules an 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 ANJ (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 ofthe 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 114500" Outswing White PVC French Door — L.M.T. APPROVAL DOCUMENT: Drawing No. 45000FDO01 R2, titled "4500-Series Outswing French Door - Large Missile Impact Resistant", sheets 1 through 9 of 9, dated 11/28/12, with revision ##2 dated 02/07/14, prepared by Category 5 Engineering Services, hie., signed and sealed by Emma T. Mellinger, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 Mianui-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 ofthe Building Official. This NOA consists ofthis page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0227.03 MIAMbDADE COUNTY Expiration Date: March 27, 2019 Approval Date: March 27, 2014 Page 1 3 American Architectural Manufacturers Association (AAMA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 45000FDOO1-R2, titled "4500-Series Outswing French Door - Large Missile Impact Resistant" sheets 1 through 9 of 9, dated 11/28/12, with revision #2 dated 02/07/14, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 b) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a REHAU's series 4500 outswing white PVC French door, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3739-1, dated 04/04/11, with addendum letter dated 01/28/14, all signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2010, dated 12/03/12, prepared by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 1/114UZ r' Manuel , E. Product Contr 1 Exai aer NOA No. - - 7.03 Expiration Date: March 27, 2019 Approval Date: March 27, 2014 E-1 American Architectural Manufacturers Association (AAMA) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0601.06, issued to REHAU Industries, Inc., for their White .Rigid PVC Exterior Extrusions, approved on 08/11/11, expiring on 06/17/14. 3. Test report No. B1348.01-106-31, prepared by Architectural Testing, Inc., dated 08/02/11, issued to REHAU Construction LLC, for their Glazing Stop - Part No. 560600 and Glazing Spline - Part No. 864952, both EPDM exterior glazing gaskets evaluated per the following standards: a) ASTM D 2240 Hardness (Unaged). b) ASTM D 395 Compression Set. c) ASTM D 1149 Ozone Resistance. d) ASTM D 412 Tension Properties of Rubber and Thermoplastic Elastomers. e) ASTM D 573 Heat Aging. f) ASTM D 624 Tear Strength. g) ASTM D 746 Brittleness. h) ASTM D 925 Non Staining. i) ASTM C 1166 Flame Propagation. F. STATEMENTS 1. Statement letter of conformance, complying with FBC2010, dated December 03, 2012, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Statement letter of no financial interest, dated December 03, 2012, issued by Category 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 3. Laboratory code compliance statement, dated 04/04/11, issued by National Certified Testing Laboratories for Test Report No. NCTL-210-3739-1, signed and sealed by Gerard J. Ferrara, P.E. 4. Manufacturer's Acknowledgement Letter issued by Eurotech Industries, Inc., dated 11/06/13, signed by Angelo Petreccia, President Eurotech Industries. 5. Association Release Letter for Master File #13-0077 issued by AAMA, dated 12/18/13 and signed by Brad Schultz, Associated Laboratories, Inc. AAMA AdministratorNalidator. G. OTHER 1. None. E - 2 Jr Manfiei r'j-7.03 CZ,E. Product Controler NOA No. Expiration Date: March 27, 2019 Approval Date: March 27, 2014 EXTERIOR ELEVATIONS i7 i 1 I 1 I Ox. I I I I I I I I ax. 347/" Max.- 74" Max. Frame Width I I 1 v I 220 18 x co •yi m I a 2%" Max.- 3 47/j' Max. 38" Max. Frame Width i7 ay1) i E1 U CoOn d d) CO JC I NOTES 1. This Product is a Vinyl Outswing French Door with Steel Reinforcement, Dry -Glazed with Laminated Insulated Glazing. 2. Vinyl Material Meets the Requirements of the 2010 Florida Building Code HVHZ), and has a Current Miami -Dade County NOA. 3. This Product Has Been Designed and Manufactured to Comply with the Requirements of the 2010 Florida Building Code, including the High Velocity Hurricane Zone (HVHZ). 4. This Approval Applies to Single Outswing Units,and Double Outswing Units Within the Maximum Dimensions Shown Herein. Units May be Combined Using Appropriate Product -Approved Mullions Meeting the Site -Specific Design Pressure Requirements. 5, Wood Buck Design by Others: Wood Bucks Shall Adequately Transfer Imposed Loads to the Surrounding Structure. 6. A Load Duration Increase in Allowable Stress Has Been Used in the Design of Anchors into Wood Only. 7. Hardware (Hinges and Multi -Point Locking System) Shall be by Roto Frank. Anchors and Hardware Shall be As Listed, As Shown on Details Herein. Anchor Embedment into Base Substrate Shall be Beyond Wall Dressing or Stucco. B. Anchor Conditions Not Described Herein are Not Part of This Approval Document, and Shall Require a Site Specific Design Signed and Sealed by A Florida -Registered Professional Engineer. 9. This Product Meets the Requirements for Large Missile Impact Resistance: Hurricane Shutters Are Not Required. 10. This Product Meets the Requirements for Water Infiltration Resistance. DESIGN PRESSURE RATING MISSILE IMPACT RATING 65 psf, -65 psf Large Missile Impact TABLE OF CONTENTS SHEET DESCRIPTION 1 1 Elevation and General Notes 25S'2" Max. I 2 Anchor Spacing (87' Door) and Installation Notes I 3 Anchor Spacing (98" Door) and Anchor Types I 4 Anchor Details I 5 Cross Sections and Glazing Detail (82' Door) 6 Cross Sections and Glazing Detail (98" Door) 7 Components and Bill of Materials 34/e' Max. 8 Hardware Locations Max. Frame Width— 9 Corner Construction Detail v J w V % 01I33 O Uc F ^ EcwaYc m •atec Us au Appmvrl theN+eon'plylagWilh Flo0 uWin'C. I dd rconnUMIemID de Product (.ojtro I a O 0 C o U UmnH Z W09 W I Ur fA t LL z a 0)6 E N a3 F- Z W az in OILUT. P DNo v inW NadO WN 0 W O 0 v N in oc o a uU co 0 Q 1V2 QyU2 12cJmW y o 0 DRAWING No.: 45000FD001 R2 Sheet 1 of 9 V v 6 m a N ) \ E >.o a N C: ao ri U ^ X Q w C t2 X oo N Q 6 Cluster of 5 Anchors @ 3" o/c. 133/a, 133/e' 133/s' 13% 4" Max.—_) Max. 4 , , , Max.Max.---III I to I I N I 4) Screws — i I Securing I I T-Mullion to Active Panel i I Located as IShown (See Note I I I This Sheet) I I I I I j I I I I I I I I I I Max. Max. Max. Max. Cluster of 5 Anchors 74" Max. Frame Width @ 3" o/c. INSTALLATION NOTES 1. Anchors Shall be of a Type Listed on 4. For the Double DoorConfiguration, A Sheet 3, Depending on the Substrate. Cluster of (5) Anchors Shan be Located at the Center of the Head and Sill, 2. Installer Shall Provide a Vinyl Anchor Spaced 3" Max. o/c. Block (approx. Yi' x 9/6" x 1 ", or ripped to fit). Anchor Block Shall be Secured with 5. The Balance of Anchors at the Head Caulking at Each Anchor Location So and Sill, and at the Side Jambs Shall be That the Fastener Penetrates the Block, Spaced as Shown Herein. and No Portion of the Fastener is Exposed or Unsupported. 6. Wood Bucks Shall Fully Back the Window Frame, Supporting Its Entire 3. Anchors Shall be Located a Maximum Depth. of 4" From Corners. 7. A 1" x Wood Buck Shall be a Wood I I I a W a } '1) I U a Ia_ J > aisIc E E N \ I > 2 UITtL w En X xa O C a N N i Cal N — I 00 u I .p $W— I IjI I Y 1 See Sheet 3 for Anchor 38" Max. Frame Width Type Information Buck Having a Thickness of Less Than I Y2'. V x Wood Bucks Shall be Optional if the Window Can be installed Directly to the Substrate. 8. The Installation of I" x and 2" x Wood 10. Bucks Shall be Engineered by Others, as Approved by the Authority Having Jurisdiction. 9. A Structural Shim Shall be Used at Each 1 I Anchor Location Where a Gap of Y8-inch or More Exists Between the Window Frame and the Substrate. Such Shims Shall Extend the Entire Depth of the Frame, and be No More thanY44nch in Thickness, Unless Otherwise Specified. Anchor Embedments and Edge Distances Indicated Shall be Beyond Wall Dressing or Stucco, into Structural Substrate. For the Double Door Configuration, the T-Mullion Shall be Secured to the Active Door Panel with ff 10 x 3" Flat Head Screws, Located as Shown Herein. Qty of Screws is Dependent on Door Panel Size uQi a . v m 04 U LL` dS a EO 1 H U.9 K EpVia" S a Apprmcd n. complying -lt4 tL. g Floridpp nidi lC ,I' Dp1e J``"' ) jjjj,,, XX p11 n71 DndePfrjad^ue(t ,o' a O 0 C zazLUdac L Vl W Z c Q. 3 N C LL C304C Q Na H Z _ w c Z Oin u oC 1 WN 8 LU OJ0 v Z oN O s°ifs pn Uo s o oed N o O DRAWING No.: 45000FD001 R2 Sheet 2 of 9 7) Fasteners Evenly Spaced 4., @ Max. 15" o/c. f A Q X m\ x T 3 0" D x m U. 0 rn ti o < yn «H H O Q. '9 C' o (7 moan>j IDArn ° m orc 43/a, 213/a'` 887/8, A iA 4" 7) Fasteners Evenly Spaced_ 4 @ Max. 15" a/c. m7) Fasteners Evenly Spaced 4.. @ Max. 15" o/c. 4" OR x t O T CQ D 33N Q D= NN D Q Q 0 D y ul Z-^ O- µO S D A 7) Fasteners Evenly SpacedZY 4 O @ Max. 15" o/c. v <ncn- 5 • c ov0 my0 cn: • 00 nmDCC ,nn • m rrn n no0 D rn ZnO0W31T O CO'a C CD m O C O< n vO (D C (D n (D O N N C N -n C < O Q N O- r S N Q C fl N5 6 m Q Q? Q N N Q m 3 o 6 m O CA 7 7t O N n a D C O_ n T 3 T N 3 o 0 3 Z°3uO o-a0 Z= O O Q O —^ N Q r ' c a- (D m 0 II Q c O N QQC X (D F H Qm =1 o Q Q @ g O O_ - O Q 0 o n a Q rn Q.a Q rnCp01 5 0Q rt 7 O O N n Q? O (p 7 O T II X O O O A O N D7 D w 0 10 a 0 DATE: 11 /28 /12 FRENCH DOOR rvilamFOode County Use ONy r .o y U CATEGORYrviSnSCALEASNOTED4500-SERIES OUTSWING a=' Engineering Seces, Inc. o ETM Large Missile Impact Resistantn? C) ZO R ISIOW$ a - 3 1600 S. Federal Highway. #207 ompono Beach, FL 33062 954) 784-6991 • CA #25854 N " INDUSTRIES, INC204/07/14 EM Cm° M` Pff n>lemweae Emmo T,Mellinger, P.E FE #SOQa9 EUROTECH 4291 NE 12Terrace, Fort Louderdale, FL 3,'i334 r — 3 _ J101/16/14 E Cwre 0—x MbmFOaae NO. DATE BY DESCRIPTION Vinyl Block Secured with Silicone Caulking Y4' Elco"Ultracon®" d . Q. 2Y2' Min. .. Edge Distance 4< d IY/' Min. 4- Embedment 4 a 2,730 psi min. Concrete Vinyl Block Secured with Silicone Caulking 12 Self -Drilling Screw Hilt[ Kwik-Flex) 0.75' Min. Edge Dist. IYs' Min. Embed. z' x Wood Buck See Notes Sheets 2 and 3) Seal Fastener Heads with Silicone Caulking Cover Fastener Access Holes with Ashland Plug Buttons EXTERIOR INTERIOR Seal Frame, to Substrata with Continuous Yz' Bead of Silicone Caulking Y4' Max. Shim Space Optional I"x Wood Buds See Notes Sheets 2 and 3) ANCHOR TYPE I Detail Applies to Head. Sill and Jambs Seal Fastener Heads with Sliicone Caulking Cover Fastener Access Holes with Ashland Plug Buttons O EXTERIOR INTERIOR Vinyl BlockSecured with Silicone Caulking Y4" Elco "Ultracon®" . a 2/2' Min. e , Edge Distance IY4' Min. Embedment G a: 4 1,924 psi min. Itallow or Grout -Filled CMU a ANCHOR TYPE II Detail Applies to Head. Sill and Jambs Vinyl Block Secured with Silicone Caulking 12 Self -Drilling Screw — Hiltl Kwik-Flex) Y2' Min. Edge Dist. OrSeal Frame to Substrate Metal Structure - with Continuous Yz' Bead (ie' Min. Thickness) of Silicone Caulking Y4 Max. Shim ANCHOR TYPE III ANCHOR TYPE IV 3 Full Threads Detail Applies to Head, Detail Applies to Head, Penetration and Jambs Ony and Jambs Only Seal Fastener Heads w th RSiliconeCaulkingu t-; a s U U J+ Cover Fastener Access Holes with Ashland Plug o Nv 6 a Buttons c Ev o n M V r1 EXTERIOR i approsd ac rofny;yiagrith IRe FturiJn a1Jk ,Coe .0¢ Da1c d norm INTERIOR o b7tomt rads Product S.opI a e'o I Seal Frame to Substrate U with Continuous Y2' Bead IX of Silicone Caulking O CG Y4' Max. Shim Space H U Optional I"x Wood Buck See Notes Sheets 2 and 3) yZ W OLOC y LA. U W ai N tZ LL N a t/f N Z Z N in U Seal Fastener Heads with O y U N o Silicone Caulking y w t W 1-- a d Cover Fastener Access LU ad Holes w th Ashland Plug y C W Buttons OO r O 'V' EXTERIOR Z w 28 & ggE a INTERIOR N 0r j • f 6 a Q } ai m " aSealFrametoSubstrateoIUo with Continuous Y" Bead zofSiliconeCaulking. DRAWING No.: 45000FD001 R2 Sheet 4 of 9 EXTERIOR V. z I" Veep Holes Locolod in Sill at 4" From Each End. and of Mid -Span. SECTION (A) J OD EXTERIOR It 10 x 3" Screws of (4) Locations, as Shown on Sheet 2— — 3 4 15 INTERIOR SECTION O centerTMUl( Double DoorOniy) GLAZING DETAIL thAluminumNOTE. Glonng maybe a Spacer laminated layer to f 14 16 8 (shown), or to the e I $ EXTERIOR 1'Ov.00 eroA SECTION © INTERIOR EXTERIOR SECTION © INTERIOR Q) W . c 0.2 6 al V Z) 11 pros.vl s cnnipyleC sath fhe vented wl adheInterior0xfedor. O U 4A U3A6" CleorTempered Glass Z 'tn Z 0.348"AirSpace W W his• Clear MGlass ad u'neafedV W_ OA90- SenlryGlosGbyDuPwI V 0 Z GC U 1.- 0Jjjs' Cleor Annealed Glass IV) t LL 0.625r Glass Bite N_ d 7 w y Weiss Adhesive COSMOFEN VKD 874 O Peo-sfzed amount spaced every aroundpedmeled h LU UN UU vWCn LL O N3I' l 17- 016toB O O W v o N O sslin LY4 DU3 a m W 34% 7 Max. Q y o N 0 DRAWING No.. 45WOFDOOI R2 Sheet 5 of 9 EXTERIOR YJ' x I" Weep Holes Located in Sill at 4' From Each End, and at Mid -Span. SECTION U O EXTERIOR tt 10 x T Screws at 15) Locations, as Shown on Sheet 3— — t:F---1 a 3 5 15 INTERIOR SECTION (E) [ o bleterTmumcnniy] GLAZING DETAIL DoorAluminum NOTE: Glazing may be orientedwtlh Spacer laminated layer to the interior 4 16 8 Ishown), orto the exterior. 18 EXTERIOR ff---- 1.00' OveroO I )'j' Cloor tempered Glass SECTION © INTERIOR EXTERIOR SECTION © INTERIOR 0.348" Air Space 3A{ - Clear Annealed Glass 0.09T SentryGlasO 6yDuPont si{a Clear Annealed Gloss 0.625' Glass Bito O Weiss Adhesive COSMOFEN VKD 874 Pea -sized annomt spaced every z/•' around perimeter) I I jD CI ti B I I C I I E I I Illiii"' c o ot- O U a DS E H V V0a1i V d P E t, C amd LL w p ^ yz E N 4pprm•e•J ns eany.:riea ailh Ih7 OC 0 0 C 0 V U 14a Z W Ix V! adLL- W OG c G7 ono3— F Ql Z 0.4 vVN tn LU 7 0 W 09W L O DC O0 N g - 0 2 S3 tj .R to Z O VS F V i O W o 0OQQU m W Z Max' DRAWING No.: 45000FD001 R2 Sheet 6 of 9 m"i Ras 194»y b'e,rfJ LATCH/DEADBDLT STRIKE R[1UT ING w 1 ' o Y1'k f 1 N i - o 75m T.— I roe, mr i r eal --4 zu, mGE4.vT d 0r j'G;10' JJ loom J.' J1 37a G e.ur MORTISE LOCK ROUTING slum 2x SCALE A6 DOOR OTTDH lveiln7lR HINGE DRILL DETAIL I PART I I OEScmmw .. a I 493479 11 PC LOCK 2 ROM 2 IY07. 4SW 09 1 7 260410 1R STM SLWRT/ SMN:R W39 11 7 J41214 fwK SIDIRR, IOMITA2tE 2 300450 320( LK IAIQ1/OVt aw SIFSXE RN LA W/07? )Dw 77TE _ _.. _ 1 S 491M 197Ce0 491C 494m 403029 P8 27 AMMITABUt "Wt. M" PS 21 AlKA)VAEIE K1rE. O.P71 ww" PS 27 am. "LA KWt, "M P9 27 7 MMffa NNOE, OWE oa v eO.A7SI.91E "kM WTTE SULK 6 4 SU 9mod AM e2 7 SET OPREe1S 07f/Exf 1420=r. MM 2 0 477248 MMU EMSION Np t 447373 DOCOWE IR-AMA! L=. 40/22/0/1020 1 10 20272 M COM[A cqul, I Y-w J 11 260274 MT Om in aqw. 7-Y cm t 12 21057 KT 2MIM Cf3GUR tMK, 1-P OW. KM-KI/ An U I All rRaloi O r pi 13 294834 KT 4CaiN Cf7iTfA LOCK, 1 Y-CFII NON•x 4 If 2SC835 N( xom{ corta: lOIX, i-P CUl, KO`/-xu //R Im 3GM01 1N (7LEPCATE 71Ir (OOI(lY} 1 1srkciE91S1SI tEyPEpKppq N70 bl tnMEL KIGM. NOR, (N[REN1fL EAi ((XLQ'ib tt a..a• vim L /7LLuxim q ` ) `cat yugWWECP[Y AirSlY(•IIItCAD11t7 (A0f 1 f 01LY IL CGMP(KENTE LISTED INK PWU KNOM rMIN RUIU IMEWARC SYSIENS REM IMPACT' FRENCH MOR MU.TI-PT MARMARE LAYOUT 0142-AS o n . i^ 5 nw N .3cLLQ - °'LL U 5OL o a Uw . r 4pp,med a7 cmmp'.ylug xhh ihr Mi mid C 7rDate o MIBm Dade P,mdduttt,>ota OG O p U w. LA. (7r- CC U (Mc7 fA LL Z CL 4) Q) CV O 3 £ z -o 1F z ) O 4A W t F O L 0 Wy a BA O OLO p$pm yy 4a C4 zs-bd O z m hu I 0 0 DRAWING No. 45000FD001 R2 Sheet 7 of 9 Ol 4500-Series Frame Sash 0J I7/8, 1 IS Distance Block I a 17/i 14 Sloped Sill Shim 0.079"- Y4, 9/16 r— Vinyl Anchor Block LrProvfdedbYanloerl KEY and BILL OF MATERIALS Item # Part# Description Material Vendor 1 601205 Frame Vinyl Rehau Industries, inc. 2 541150 Sash Vinyl Rehau Industries, Inc. 3 554091 T-Mullion Vinyl Rehau Industries, Inc. 4 244506 Frame Reinforcement (Type I) Goly, Steel Rehau Industries, Inc. 5 244536 Frame Reinforcement (Type II) Galy. Steel Rehau Industries, Inc. 6 251886 Door Sash Reinforcement Gaiv. Steel Rehau Industries, Inc. 7 560600 Glazing Stop Vinyl Rehau Industries, Inc. 8 864992 Glazing Spline EPDM Rehau Construction, LLC 9 864952 Sealing Spline EPDM Rehau Construction, LLC 10 234300 Weldable Comers (only for Door Sizes Over 827 Vinyl Rehau industries, Inc. I 1 V13254315 T-Mullion End Caps Vinyl Rehau Industries, Inc. 12 261582 Drain Cover Caps Vinyl Rehau Industries, Inc. 13856- 034 Plug Buttons Vinyl Ashland 14 541220 Sloped Sill Shim Vinyl Rehau Industries, Inc. 15 241043 Distance Block Vinyl Rehau Industries, Inc. 16 Setting Block Vinyl Rehau Industries, Inc. 17 Anchor Block Vinyl Provided by Installer 18 Hinges (3 per Leaf Req'd for Door Size 82"or Less( Steel Roto Frank 19 Multi -point Lockset Steel Roto Frank Note: Item 10 (Weldable Corner Block) is Shown on Sheet 9. 23/ B' 0. 039" C0. 079' 0. 059' a 11 T-Mullion End Cap 4500- Series Frame Reinforcement ( Type 1) O 4500-Series Door Sash ReinforcementJ 4500-Series T-Mullion 0. 071" 0 Glazing Stop tY, a' /,6 16 Setting Block g NS"_ 9' 0.059"08 3 • IrO7 Glaz ng Spline 12Drain Cover Cap 7' e OS 4500-Series Frame Reinforcement ( Type II) 0 Sealing Spline 13 Plug Button o: 6 u F E c fi' M tpprovcd rs wmpty9ag I." uldi C with Ih., rpnte voria U11am1a ddc'V'r'ado,NFCfaOG O 0 a a U U H toZ Wad w W U ad N VZ Aya N O Z W o Z 0 N U N a in v uH d LL padLUa) t/ f 0 W O J O z 0N n 0 O Q a S QO VaUi a0 a a O DRAWING No.: 45000FD001 R2 Sheet 8 of 9 Miter -Cut Miter -Cut Q) ' Welded Corner Welded Corner va OVa V V t o pproeed xw rnx plylog wltp tIIrtl4rtdeDelde Meal Did- Pmd. ;Lm 0 a a U = U Z Z SASH DETAIL FRAME DETAIL W . 0 0 oc Z E y 3 N_ U H ? UJ NZ tn N u LUW ~ LL W O6 a J W C\ h W n A Us .4OZ 10 ^ Z Q V£U£ O y H Z w y47/" W W8W WELDABLE SASH CORNER BLOCK DETAIL DRAWING No.: Use with Door Frame Sizes Over 82" Tall) 45000FD001 R2 Sheet 9 of 9 RIEQUMED EMPECTI LA -;;- 3 (o i. 5ULVENG PERM' mm Mar rMSIRecdon' DescrApSm Footer / Setback Remwall Fbundatioii / Form Board..*Survey Slab- /'Mon'o Slab. Pkpour Lintel / Ti'e- Beam / Fill Down Cell Sheathing -,L Walls' Roof- 1 Roof Dry)ri C? Frame insulation Rough InIFirewallScrewPattern Drywall / Sheetrock Lath Inspec,Uon Final Solar Final Roof Final Stucco- /,Siding insulation Final Final Utility; Building- O Final Door. Finaf- Wincfo'w Final Scr.een'.Room. Final.. Pool Screen Enclosw.e. Mobile Home Building' Final Pre: Demo Final Demo. Final' Single Obb Ty Residence Final. Ruildin' g (Other) ON. SEQUEN.CE., Address: Iffln Max j Rlmmntp.'ntimm Tn Electric.Underground Footei /' Slab Steel Bond Electric Rough I T.U.Q. Pre -Power Final Electric Final Minn Max. j mom Inspe6flon Desurk2flom Plumbing Uiderground Plumbing Sewer Plumb Tub- Set Plumbing Final Max rhsgechom DescFnRfion Mecham''cal Rough Mechanical. Final x I ICmmsectnonn.Dese flom Gas Underground• Gas Rough Gas - Final REV IS Rine 2014