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Home My WebLink About1703 Ridgewppd Ln, Unit By , ! RECEIVED JUL 16 2015 BY: V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: A-,'o--m Documented Construction Value: $ V 1570. a2 Job Address: I M3 1,1V /j/j7 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition 'Alteration l lRepair Demo Change of Use Move Description of Work: ui'v,/Ixqi . 0._ AL/Uti s . OIL oyKr PIA eAo- r-4rjoy 41"1 la cuq- U2i 2 . Ait h Tlc TrP t Plan Review Contact Person: 2 LFhlo) Title: /A w 2 Phone: Nh7 )y6 1.537Fax: (Y67 ) Email: 16-0N 8I,4/TL 97r)ML- t&-4 Property Owner Information Name JAA& i7LlrS _ Phone: (4 7 aS 7•U17 Street: /% 53 Izza4 L"ll ; •:x,,.. " r i City, State Zip: _5,4VO V ug '- Ifn:o,; Resident of property? : N)y o'`°o,' Contractor -Information Name nG3- 171,Al 66jwo1.77&G, u,G Phone: 32/ • ZH7' ` Street: /a9 41 u/A/ s &(P Fax: City, State Zip: OV/tom , T2 3Z276!: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51h 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 ofthis 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 t &1!F xida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit submittal. A copy of thelxecuted contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the' job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Date Sig re of Contractor gent Date Print Owner/Agent's Name Z/XLl 1 r) av, . Print C ctor/Agent' a e Signature of Notary -State of Florida ?t >" °e'% LISA AN n r D5t Notary Sta °yea LISt• Ny •ar MY Comm. Expires h :° 'Notary Pubi gip ° Commission 41 Ft . ' :o My Comm. Ex PCommiss Owner/ Agent is Personally Known to Me or Con actor/Agent 1s Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 1K Mechanical 4 Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: V 7- q, Revised: June 30, 2015 Permit Application rtucci V 1VW VZ L.V--1V-JV i VVVV-V1UV rage 1 ui David Johnson.CFiA i Property Record Card PROPERTY Parcel: 02-20-30-507-0000-0160 APPRAISER Owner: TRSTE LLC TRUSTEE FBO SEMINOLECOUNTY. FLORIDA Property Address: 1703 RIDGEWOOD LN SANFORD, FL 32771 Parce1:02-20-30-507-0000-0160 1 Property Address: 1703 RIDGEWOOD W Owner: TRSTE LLC TRUSTEE FBO Malting: 924 W COLONIAL DR ORLANDO, FL 32804 Subdivision Name: RIDGEWOOD ACRES Tax District: Sl-SANFORD Exemptions: DOR Use Code: 0802-MULTI FAMILY 2 UNITS Legal Description LOT 16 RIDGEWOOD ACRES PB 24 PG 64 Value Summary 2015Working Values 2014 Certified Values Valuation Method Cost/Markest/Market Number of Buildings 1 1 Depreciated Bldg Value 51,205 49,099 Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag Just/Market Value 65,205 63,099 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value I $65,205 63,099 Tax Amount without SOH: 2014 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 1,256.51 1,256.51 0.00 hq://www.scpafl.org/ParcelDetailInfo.aspx?PID=02203050700000160 7/16/2015 REQUIRED INSPECTION SEQUENCE BP# 1 ;-= 2251. 4 BUILDING PERMTl: Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door j Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Addrecc- nos ?t%f—s..,-r Z1 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final " Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2" Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 RECORD COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Application #: 15-2364 Address: 1703 Ridgewood Lane [Unit B] Description of Work: Residential Alteration These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Scope of Work: Drywall Repair, Electrical Repair, Window & Door Replacement, Replace A/C Units (no ductwork), New Hot Water Heater Conditions 1. Electrical repair must be in accordance with 2011 National Electric Code and Florida Existing Building Code 5th Edition. 2. All repair work must be made accessible for inspection prior to covering. 3. All items under the Stop Work Order to be field verified by inspector. REVIEWED FOR CODE COMPLIANCE 5:6- PLANS EXAMINER Z?i- (-; DATE wILD/i "Q U#15- 2 3 6 4 Ifyou experience any difficulty, please call 407.688.5150for assistance. 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 1-11-115' 61V' A e o Qj CID U N I'r A- - o v/-r-e la-G 00 PI'EMpVC fJp I t `, l--% G`2 uC..'1—f2(C UNITS Hct f rT o B AT -F-1 1,1 p 15 IZ I P(:r,C-. IrIUC-, r:> N m C7 c 01 1 L.i//-TIO t1 sz-,k L v f-i C4 14r a, e-: Page 1 of 1 t ry_ rc r r rKANaDepara efitof BCIS Home I Login I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications ( FBC Staff I BCIS Site Map I Links I Search Busines UERPubrovalProfessiAblSPublicUserRegulation Product Approval Menu > Product or ADDlication Search > Application List i7OFFICE OF THE 9SECRETARy4Refine Search Code Version 2014 FL# 14111.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or 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 Cpnrrh Rpcultc - Annliratinnc F_# Type Manufacturer Validated By Status FL14111- Revision ELD-WEN FL#: FL14111.2 National Accreditation & Management Institute, Approved R2 History Model: Finishield/Gladiator 804) 684-5124 Description: 12'-5" x 6'-10", Glazed Steel Wood Edge Inswing and Outswing Door with Sidelites Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approves Dy upvn. Approvars Dy uurn snap oe rewewea ana ratmea Dy the ruc ana/or the Lommission it necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If youdo not want your e-mail address released in response to apublic -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If youhave any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if youare a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: G secuntusnttcs Al 15- 2364 7/28/ 2015 JELD-WEN DOOR INSTALLATION DETAILS FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE 25 GA. FULL LITE NON -IMPACT UP TO 12'-0" X 6'-8" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO ASTM E283-04, E330-02, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPESAND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACINGARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #JII106 PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COMIPRODUCT-SUPPORT/DOCUMENTS/ INSTALLATION -INSTRUCTIONS A.>FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/16"--1 NON -IMPACT LITE SEE SHT. #2 371/2" MAX. O.A. LFRAME S Z4 w coW it zZ9 aid to bzo /' o- r d ACTIVE EMED FULL LITE FULL LITE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 149" MAX. FRAME 1/2" MAX' AME TYP. 74' MAX. FRAMED.L.O. HSHT. 2 O r D J p III O wM O V N e d = Qz w y r ACTIVE INACTIVE FI%ED FIXED 12-0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) SIZE WIQUALIFIES: FULL LITE ACTIVE PANELS THNON-IMPACT GLASS SIDEUTEq> MAX. PANEL WIDTH = 35 314' 6.6 TALL SYSTEMS: POSITIVE POSITIVEINSWING COMPONENT LIST ITEM DESCRIPTION MATERIAL OTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3116" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 9 X 21/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 1#8 X 2"PHILLIPS FLATHEAD WOOD SCREW I STEEL AS REQ. 8 9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON -IMPACT FRAME GLAZED BY COL. Polypropylen 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 660 STEEL 1 OVERHANG LENGTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BYOVERHANGSUCHTHATOVERHANG (OH) RATIOOHLENGTH _ OH HEIGHT IS z 1.0 Ion. OVERHANGRATIO o I_--75' MAX. FRAME-1 112 1/2' MAX. FRAME [—74- MAX. FRAME—( r \ I r \ I e e e e • e ZJ 'lACTIVEFIXEDFIXED ACTIVE FIXED ACTIVE INACTIVE 6-0 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) 9-0 X 6-8 ELEVATION TRIPLE (OXO) Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.11.2413:55:55-05'00' wG W ZIn1; z zr, oQ^ J X 6-8 ELEVATIJ w DOUBLE ( XX) (N wTe 2/20/2012 SCALE: NONE owc er: G.LUBBECKE o-- S.SAFFELL C4 JW132012FL 29578 — 1 of 7 MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. z JE r U oa v L N L r DETAIL A2 6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT ODL LIP-LITE NON -IMPACT 3-0 X 6-8 SHOWN INTERIOR 1/g• SIDE T 1 3/4" 1' MAX. 1 3/4" AIRSPACE 3/8" MIN. GLASS 1 318" BITE DETAIL B2 ODL NON -IMPACT GLAZING DETAIL MAX. D.L.O: 21".X 63" 1" MIN. 1• 1 1/2" MIN. E-MB---- 1/4" MAX. SHIM PLUTERLORSEENOTE #7 ON SHEET 1 5 1'MIN. L\ FIXED UNIT EXTERIOR HORIZONTAL CROSS SECTION OUTSWING SHOWN 1•MIN. \ \ 4 j 1/4' MAX. 1 1/2' MIN. SHIM EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 4 1J 1" MIN. 1" MIN. 4 1 f71 2 1 4 4 1 1/2" MIN. EMB. I INTERIOR i EXTERIOR 1 1 SEE NOTE #7I ON SHEET 1 2 T 1/4• 1 1/2" MIN. EMBED. 1/8" EXTERIOR MAX. SHIM SEE NOTE #7 INTERIOR EXTERIOR 1 4 4 1' MIN ON SHEET 1 1' MIN INTERIOR OUTSWING OPERATING UNIT UNIT OUTSWING FIXED UNIT VERTICAL CROSS SECTION ENDURA FOS4566A SILL 1 1/2" MIN LION VERTICAL CROSS SECTION EMBED. HEAD JAMB HEAD JAMB 4 1 1/4' MAX. I" SHIM SEE NOTE #7 HINGE DETAIL: ON SHEET 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) 1 BOTTOM = 8 SCREWS (ITEM #n8) INTERIOR I 1 1/ MIN• EMBED. INTERIOR I I EXTERIOR 1"MIN 1" MIN OUTSWING FIXED UNIT VERTICAL CROSS SECTION SILICONE AT SILL 1' MIN 1- MIN --- OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL AFCO A-117 SILL 1 2 NOTES: EXTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR O 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 4 1" MIN. Q g>ITEM #6, (#9 X 2 1/2') TWO SCREWS TO BE INSTALLED IN TOP1HINGEATJOBSITE, CLOSEST TO WEATHERSTRIP. INTERIOR AT SILL, PLACE ANCHOR INSILL BASE MATERIAL FOR MAXIMUM SUPPORT. 1' MIN. ES F. 1'r,4 SEE NOTE #7---''lV, • C<`POi ON SHEET 1 I 1/4' MAX. I SHIM---111 1 1/2" MIN. - EMBED. $ E9 OUTSWING HINGE JAMB AT FRAME 398 BEACFf 7pa HORIZONTAL CROSS SECTION Dp(ggb4 FBPE CER !d6r40.2957 CONCRETE/ 1' MIN. 1' MIN. 1" MIN. 1" MIN. 1' MIN. 1' MIN. MASONRY SEE NOTE 1 1 BY OTHERS TYP. ON SHEET 1 1 1l4" 11' MIN. 1' MIN. INTERIOR MIN 1' MIN. 1 IN. 1" MIN Q 1 1/4' 1" MIN. EMB. » . MIN. MIN. $ INTERIOR EXTERIOR EXTERIOR EMBED EMBED / •'• $ 1 EMBED /j/ % / $ 3 %/ ///// /// $ 3 2 T 2 CONCRETE! 3 MASONRY CONCRETE/ •• I • 1 1!4' MIN • °'• BY OTHERS MASONRY ,{ 1 , • ..• •° EMBED • • 1 •••. ` 1/4" %/ Y BY OTHERS / % // i/ -1— / / / / I I TYPICAL 1/4' /// // / 114' %/ /// / " i' MIN i' MIN 1' MIN 1' MIN SHIM INTERIOR EXTERIOR MAX. / ' EXTERIOR MAX. // OUTSWING OPERATING UNIT OUTSWING FIXED UNIT SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7SEENOTE #7 ENDURA FOS4566A SILL SILICONE AT SILL OUTSWING OPERATING UNIT INTERIOR ON SHEET 1 INTERIOR ON SHEET 1 VERTICAL CROSS SECTION SEE NOTE #7 OPTIONAL 1X BUCK ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT 1 1/4' MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED. HEAD JAMB HEAD JAMB INTERIOR EXTERIOR 1/4' MAX. SHIM EXTERIOR 1 1/4' MINHINGEDETAIL: EMBED $ 3 3 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CONCRETFJMASONRY I"MIN \ CENTER = 8 SCREWS (ITEM #8) •• c:r-..- MIN l-* BY OTHERS 1" MIN. BOTTOM = 8 SCREWS (ITEM #8) 8 1'N O $ M8 1"MIN. $ \ Q is c m oOUTSWINGOPERATINGUNIT0m 1-MIN.. •• \\\ 1 IN. 2X VERTICAL CROSS SECTION ! \ S. - ^ °° I OPTIONAL AFCO A-117SILL I'MIN LSEE OTE #7 O FIXED UNIT ON SHEET 1 ' '•! Q I E13 HORIZONTAL CROSS SECTION Q E x OUTSWING SHOWN 2 6 2X / I" MIN. \\\• rn 4 LL 1" MIN. I I \\ ON SHEET 1 1/4' MAX. 01272X SHIMUZC11/ 4' w EXTERIOR 1 1M MIN. MIN. EMBED 0 EMBEDOUTSWINGOPERATINGUNITUIG HORIZONTAL CROSS SECTION O a ~z 1' MIN. • • 1' MIN. ' $ 2 EXTERIOR OPTIONAL 1X BUCK ^ z z V MIN. ! 1" MIN. 1 INTERIOR % 1 1' MIN. a Z7S i' MIN. 1' MIN. SEE SEE NOTE #7 NOTE # 7J 1' MIN. ON SHEET 1 1' MIN. ON SHEET 1 INTERIOR I 1/ 4" MAX. 1' MIN. 1/ 4' MAX. SHIM SHIM I 1 1/4" MIN. 1' MIN. 1 1/4' MIN. III i EMBED. EMBED. OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME I 1/q• MAX, T HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM C NOTES: Vd OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 1 12• MIN•p EMBEDMENTANDEDGEDISTANCEAREACHIEVED. BY OTHERS EMBEDFL> ITEM #6, (#9 X 212') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL a 398E CROSSSECTIONOFHEADJAMBORSIDEJAMBDAFl1QATSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CER 10 1" MIN. 1"IMIN. 4 1 2 1" MIN. f- 1" MIN. -- 4 1 2 2 1 1/2" MIN. EMB. 1 1/2" MIN. EMB. 1 4 4 1 1 1/4" MAX. 1/4" SHIM 118" MAX. 1 1/2" MIN. SHIM EMBED. SEE NOTE EXTERIOR INTERIOR SEE NOTE #7 EXTERIOR INTERIOR ON SHEET I ON SHEET 1 INSWING OPERATING UNIT INSWING FIXED UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 2 1 4 1 11l2-MIN 114-MAX EMBED. SHIM SEE NOTE #7 HINGE DETAIL: ON SHEET 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) 1-MIN CENTER = 8 SCREWS (ITEM #8) 1 BOTTOM = 8 SCREWS (ITEM #8) EXTERIOR 8 6 3 1'MIN. 8 4X / LINTERIOR FIXED UNIT HORIZONTAL CROSS SECTION INSWING SHOWN 1" 1' MIN. 1TS 1/ 4' MAX. 1 1/2" MIN. SHIM EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION INTERIOR EXTERIOR 1' MIN 1" MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION ENDURA HF14565 SILL EXTERIOR INSWING OPERATING UNIT VERTICAL CROSS SECTION INTERIOR ENDURA ZAIL4565 1 1/2" MIN. EMBED. I 1" MIN 1" MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION AFCO A-276 SILL EXTERIOR 1 1/2" MIN. EMBED. MMMII UUN n 1"MIN MMMM' I 1" MIN jt1 / 4 1' MIN.INSINING Q2FIXED UNIT VERTICAL CROSS SECTION EXTERIOR / Cl FD NOTES: ENDURA ZAIL4565 WITH Z-60 SEAT FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETEIMASONRY 1" MIN. OPENINGS, SEE SHEET 6 o DES F. I SEE NOTE #7 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS Q ,. ON SHEET 1 I Z 1/ 4" MAX I LONG AS MINIMUM EMBEDMENT AND EDGE 7 SHIM III DISTANCE ARE ACHIEVED. 11/ 2"MIN. ITEM#6,(#9X21/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 398 E 4E I,I INSWINGHINGEJAMBATFRAMEHORIZONTAL CROSS SECTIONAT SILL, PLACE ANCHOR IN SILL DANIl B ARRT FBPE CER d6U lTI BASMATRIAFORMAXIMUMSUPPORT. 1'. CONCRETEIMASONRY BY OTHERS 1' MIN V MIN. I'MIN. - I* MIN CONCRETEIMASONRY J I'MIN BY OTHERS 1 1/4' 1 114' EXTERIOR INTERIOR EXTERIOR INTERIOR IN. 1'MIN. l;n MIN. 1. 1N. 5 :3] EMBED EMBED 14* MIN. EMBED 14 IN- 1 1 ME ;EO r 2 1/4' I - MIN1 1- MIN 711' MIN MAX INSWING OPERATING UNIT INSWING OPERATING UNIT MAX. INTERIOR SHIM VERTICAL CROSS SECTION VERTICAL CROSS SECTION SHIM EXTERIOR SEE NOTE #7 EXTERIOR ON SHEET 1 INTERIOR ENDURA HF14565 SILL AFCO A-276 SILL SEE NOTE #7 INSWING OP RATING UNIT INSWING FIXED UNIT 0 ON SHEET I VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMS EXTERIOR EXTERIOR INTERIOR EXTERIORINTERIOR INTERIOR1114'MIN. EMBED. SHIM 1114"MIN. N4. EMBED I 1/4' MIN. EMBEDINTERIOR 1' INMIN 4 . HINGE DETAIL: A P\\l' MIN. ITEMTOP= 6 SCREWS (ITEM #8),2 SCREWS( #6) CENTER = 8 SCREWS (ITEM #8) MIN1' MIN 1. N 1' MIN1'. MIN M, EXTERIOR BOTTOM = 8 SCR (ITEM #8) INSWING OPERATING UNIT INSWING FIXED UNIT 8 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 1' MIN. 2X X ENDURA ZAIL4565X ENDURA ZAIL4565 WITH Z-60 SEAT SEE OTE#7 CONCRETEIMASONRY FIXED UNIT N SHEET ITHORIZONTAL BY OTHERS 7 ICROSS SECTION 5 INSINING SHOWN 2 6 I'MIN I"MIN 11/4' 1'MK. MIN. EMB 5 CONCIRETEt-- 3 MASONRY BY OTHERS T_ 1/4* MAX. SHIM INTERIOR EXTERIOR SEE ETONSHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL IIX SUCK 2 I"MIN. 1' MINE 1 INTERIOR EXTERIOR 1114'MIN 1' MIN. SEE ITEM #7 MIN 1- MIN. I MIN. EMBED I'MIN. ON SHEET 1 14* MAX RIDR 5 2 1 SHIM 11/4- MIN. MIN. EMBED INSWING OPERATING UNIT HORIZONTAL CROSS SECTIONEENOTE #7 ON SHEET 1 IN. 1' MIN. SEE NOTE #7 OPTIONAL 1X BUCK ON SHEET 1 1 1/4' MIN. 1/4'MAXSHIM 11/4*MIN. INTERIOR F. e.- EMBED. EMBED. I'MIN. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 01- 114'MAXNOTES: E>OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHIM E. EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. FDITEM #6, (#9 X 2 1/2-) TWO SCREWS TO BE INSTALLED IN TOP E>AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. SUPPORT. CONCIRETENSONR --' A BY OTHERSY11/2-MIN. EMBED OPTIONAL MASONRY/CONCRETE CROSS SECTION 398 INSTALLOF HEAD JAMS OR SIDE JAMB FBP 11 bE* W' 3 DA 3 4 CER 1411TI4. O. 2957 zz z 0 — ww U. So c Cn C'o CD NOTE: SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED a 149" MAX. O.A. FRAME 73" P. C7 C7 3" TYP. It I I I I I I B i I I 1 O I I x -- I I D7 I I D7 12-0 X 6-8 OUTSWING/INSWING 46) ANCHOR LOCATIONS FROM EDGE OF FRAME) 112 1/2" MAX FRAME3" P. 3": P.-{ a i Z w A7 A PANEL ICENTER 4 5LLL Xx O 1 i a 00 T T 74" MAX. O.A. FRAME 3" TYP. 1 3" TYP.-{ j C7 I C7 z i I 0. z w ; w L i LL x x W CC) ID7 T 09 1 1 6-0 X 6-8 OUTSWING/INSWING 30) ANCHOR LOCATIONS FROM EDGE OF FRAME) 75" MAX FRAME a 3" TYP. 3" TYP. 0Z 0 c A5 w w22 g g PANELrCENTER X I O I o M I c,CD co T— 6-0 X 6-8 OUTSWING/INSWING 26) ANCHOR LOCATIONS 9-0 X 6-8 OU TSwINUlIN5wINU (FROM EDGE OF FRAM 34) ANCHOR LOCATIONS %%g F FROM EDGE OF FRAME)GCS` ,. 2- #8 X 3" PFH Z SCREW 7 0 1- BOTTOM ASTRAGAL o STRIKE PLUG €H 1- TOP ASTRAGAL 'sQF T STRIKE PLATE 1- BOTTOM SHOOT 398 E bEAeif* DETAIL C7-C7 DETAIL D7-D7 BOLT INSERT PLUG DETAIL D7-D7 DA 11/j RXX OUTSWING OR INSWING OUTSWING ONLY INSWING ONLY FBPE CER 109AUTR o- 37 1/2" MAX. a a O.A. FRAME 011O 1 n d 18) ANCHOR LOCATIONS FROM EDGE OF FRAME) 61 T 3•TYP.-l• TYP. 1 m N to 26710. X S2 D 4 5 z DETAIL A7 w G z 6) ANCHOR LOCATIONS AT MULL F w z 6" TYP. p O Z C5 z s•TYP. 3" TYP. gSZ3µi a Z 3•TY 1 00 N _j OZWQQZ O o I 2/20/2012 saw: NONE 4 5 mm. G.WBBECKE cmw. S.SAFFELIDETAILB7 G"" W132012FL10) ANCHOR LOCATIONS ATASTRAGAL sir 7 w 7 REQUIRED INSPECTION SEQUENCE RP# 1 S- Z363 Address: 1"103 Cv va I'T A-1 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern O 3D Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building 30 Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre - Demo Final Demo Final Single Family Residence Final Commercial - New Final Commercial - Addition / Alteration Final Commercial - Change of Use 900 Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre - Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2°d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 SCPA Parcel View: 02-20-30-507-0000-0160 Page 1 of 2 C>.,Ad JoRTh..,,.CFA Property Record Card PROPEY Parcel: 02-20-30-507-0000-0160 APPRAISER Owner: TRSTE LLC TRUSTEE FBO SEMINOLECOLN rY,FLORIDA Property Address: 1703 RIDGEWOOD LN SANFORD, FL 32771 Parcel:02-20-30-507-0000-0160 1 Property Address: 1703 RIDGEWOOD LN Owner: TRSTE LLC TRUSTEE FBO Mailing: 924 W COLONIAL DR ORLANDO, FL 32804 Subdivision Name: RIDGEWOOD ACRES Tax District: S3-SANFORD Exemptions: DOR Use Code: 0802-MULTI FAMILY 2 UNITS Legal Description LOT 16 RIDGEWOOD ACRES PB24PG64 Taxes Value Summary 2015 Working Values 2014 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 51,205 49,099 Depreciated EXFT Value Land Value (Market) 14,OD0 14,000 Land Value Ag Just/Market Value 65,205 63,099 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Assessed Value 65,205 63,099 Tax Amount without SOH: 2014 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 1,256.51 1,256.51 0.00 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 65,205 0 65,205 Schools 65,205 0 65,205 City Sanford 65,205 0 65,205 SJWM(Saint Johns Water Management) 65,205 0 65,205 County Bonds 65,205 0 65,205 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 5/1/2015 08474 1755 100 No Improved CERTIFICATE OF TITLE 4/1/2015 08449 0546 100 No Improved SPECIAL WARRANTY DEED 4/1/2015 08460 0752 48,000 No Improved WARRANTY DEED 5/1/2006 06275 1 0249 225,000 Yes Improved WARRANTY DEED 4/1/2006 06206 1998 700,000 No Improved WARRANTY DEED 4/1/2003 04842 1653 495,000 No Improved WARRANTY DEED 7/1/2001 04131 1583 49,800 Yes Improved WARRANTY DEED 6/1/2000 03894 i 1702 $46,000 Yes Improved WARRANTY DEED 9/30/1994 02830 1075 $52,000 Yes Improved SPECIAL WARRANTY DEED 7/1/1991 02320 1808 $50,600 No Improved Page 1 of 2 (14 items) [11 2 I rxw LomparaDie bales wnnm mis bUDarvlon I http://www. scpafl.org/ParcelDetailInfo.aspx?PID=02203 050700000160 7/16/2015 NOTICE OF PRODUCT CERTIFICATION t0s-lo.1 CERTIFICATION NO: NIO11624 DATE: 08/08/2013 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 To verify that the "Notice ofProduct Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to theapplicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the productto claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Builders Aluminum Single Hung 3737 Lakeport Boulevard Window (4100)" Klamath Falls, OR 97601 w/Flange & Slip -On Nail Fin 15-2364 4v LD/1, Configuration: O/X Glazing: Monolithic (Annealed) or SAPJFORD Insulating Glass (Annealed) p SPA Frame: W-1324mm(52.13") H-1829mm(72") RTM Sash: W-1276mm(50.25") H-921mm(36.25") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 psi) Negative Design Pressure: 2394 Pa (50 psi) Water Penetration Resistance Test Pressure: 359 Pa (7.5 psQ Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3656-1 Expiration Date: January 31, 2018 Administrator's Signature: 1114 NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 MASONRY 41¢' MAX. d 'm' ors =' ° (NCTL 210-3656-1A) FROM - 14 3/a' CORNERS 11/4' O.C. MAX. ! d , MIN. EMBEDMENT 52a. 1/4• MAX ' 1 1/4' MIN, EMBEDMENT—I— 3 1/4SHIM MAX. MAX O C SHIM p SPACESPACE. i ! T2: a ° L: u9s CORNINGloriE i GLAZING DETAIL a' Q TYPICAL VERTICAL ; W FRAME SECTI N ' s ' NOTES Caulk between 3o unit and opening. i aw DOV CORNING I U99 SILICONE ; o TYPICAL HORIZONTAL I FRAME SECTI N ! I i NOTEe Caulk between unit and opening. I r GLAZING DETAIL l -- -- ---- i i Q3 Ii4• MAx I SPACE j WINDOW WIDTH (SW MAX.)--- a i TYPICAL L ELEVATIN WITH FASTENERS General Notes: The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1. Seal flange / window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/g" Tapcon fasteners through frame with sufficient length to Code including the "High Velocity Hurricane Zone" (HVHZ) and the penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) Industry standard requirements for the stated conditions. or masonry (Conforms to ASTM C90). All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed Minimum nominal glazing: 3/6" monolithic or 1/8" Insulated. and anchored to properly transfer all loads to the structure. The host Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for An impact protective system is required where wind borne debris the project of installation. Digitally signed by Hermes F. Norero, P.E. protection is required by local building code. 1 1 i I I ry 'r 4. Fasteners are not required through the sill. Reason: I am approving this document Maximum sizes are buck / net sizes and do not include rys b g s /i Date: 2013.10.2413:08:16-04'00' This schedule addresses only the fasteners required to anchor the product to „ R j PROJEcrENGINEER: DATE- 3737 Lakeport Boulevard achieve the rated design pressure and impact erfonnance where applicable), u .•' ' ,.F, — 02/24/2010 JELD-WEN g pp ( pP ) P SCALE: Klamath Falls, OR 97601 to the size limitations noted. It is not intended as a guide to the Installation Z :• : O Tetrlaff NTS (541) a62 - 3451 process and does not address the sealing consideration that may arise in different: 7 _ D ; , wall conditions. For the complete installation procedure, see the instructions * -_ packaged with the window or go to www.field-wen.com/resourcesMstallaUon. 'o T T APPROVED BY: Builder's Aluminum (4100) Single Hung p Masonry Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or ` ,B _ T/PROJIN ECrNo.: copiedin whole or in part or used or disclosed to others except as authorized by ee IDENTIFlERNo. PLANTNAMEANDLocanON: CAD DWG.No.: REV: SHEET JELD-WEN, Inc, rg 3 , MY44099 Venice Window Division BA41001JCTL210.365,. A O1 Of 5 Max Frame DP IMPACT 52 x 72" 50/-50 NO 44" MAX. FROM 3 ORNERS O.C. MAX. ; 12 5/8" O.C. MAX. Nn • v 3 ' o ' 3 WINDOW WIDTH (52V MAX.)-- r,L_ Mm¢=sr3W T 1M. 1/4• MAX SHIM SPACE DDV CORNINGv4• U99 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI N NOTEt Caulk between unit and opening. DOV CORNING 1199 SILICONE crass m[ TYPICAL ELEVATION WITH FASTENERS General Notes: The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the Industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/6" monolithic or 1/8" Insulated. Installation methods may be Interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. ` tMaximumsizesarebuck / net sizes and do not include f'rysNkI g , This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up !VQ'; .., to the size limitations noted. It is not intended as a guide to the lnstailatlon Z : O process and does not address the sealing consideration that may arise in different;: 7 wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.field-wen.com/resourcesrinstallaflon. This drawing and its contents are confidential and are not to be reproduced or - copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. I FBP GLAZINGDETAIL 1/4• MAX3SHIM SPACE 1 1/2, WOOD FRAME _ NCTL 210-3656-1A) TYPICAL H RIZONTAL FRAME SECTI N NOTEt Caulk between unit and opening. Max Frame I DP I IMPACT 52 " x 72" 50/-50 1 NO Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" Into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. RPA IDENTIFIER i p MY44099 I0 1rt uEN I I Klamath9NTS (54) 62345Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.0011) OilS"Wr 2 of 511 4>4" MAX. FROM F8 14.3/8" CORNERS 2 i O.C. MAX. I Iwa C= our v4• 13" ` S MAX O.C. ` \ SPACE MAX. Ni s o oz i • WINDOW WIDTH (524- MAX.)-" 2 r vi• TYPICAL -ELEVATION WITH FASTENERS s General Notes: -._—_,_.-- --- -----•---_--•---.—_--._.. ._ __ The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: a/6" monolithic or 1/8" Insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. ti 11111 1 1 Maximum sizesarebuck / net sizes and do not include g 51 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up F]'•.•;•••• •• to the size limitations noted. It is not Intended as a guide to the installation process and does not address the sealing consideration that may arise in different 7 wall conditions. For the complete installation procedure, see the instructionE 7k . packaged with the window or go to www.field-wen.com/resourcesfinstallation. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. :S DW CDRNING U99 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTES Caulk between unit and opening. vu, Dow CORNING 1199 SILICONE I NAIL FIN _ NCTL 210- 3656-1A) TYPICAL HORIZONTAL FRAME SECTION NOTEt Caulk between unit and opening. i 1/4• NAX PACE ------ — - pI Max Frame I DP I IMPACT III 52 " x72" 50/-50 1 N Installation Notes: 1. Seal nail fin to substrate. 2. Use # 8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1y2e into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite .. installation http:/Avww. leld-wen.com/newinstallationtechnologyn for weatherproofing. 5. Window includes a slip on aluminum 6063 T5 nailfin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. j PRO] EcrENGINmu DATE- 3737 Lakeport Boulevard 02/24/2010 JELDrWEN Klamath Falls, OR 97601 Te iaff scams N— ( 541) 882 - 3451 OWMD BY: TIRE: Ct APWOVEDBY: Builder's Aluminum (4100) Single Hung PROIECrNo.: Nail Fin Installation (52.125" x 72.0011) IDENTIFIER No. PLANT NAMEAND LOCATION: CAD DWG. No.: REV: SHEET A MY44099 Venice Window Division BA4100fICn2103656 A 02 3 of 5 AV MMAx. FRO CORNERS 7' C.C. MAX. 1b'9&L SiµUD 3 Thread 8I1, Through Stud PM i U99SILICOM i GLAMDETAILN TYPICAL VERTICAL FRAME SECTION i NOTEt Caulk between c Wunit and opening. x Day cmwm I 3 mx 1199 SILICONE j CE i I art i i i I / aLAZ—, DETAIL 1/ 4' MAX rr iP—SHIM SPACE i [-- WINDOW WIDTH (SZva- MAX.)-d i 4 TYPICAL ELEVATION WITH FASTENERS General Notes: The product shown herein Is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code ( IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal -glazing: 3/s" monolithic or 1/8" insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind bome debris protection is required by local building code. ` 1 t 1 Maximumsizesarebuck / net sizes and do not include frys%b g , This schedule addresses only the fasteners required to anchor the product to % ••••• •• • ,Q achieve the rated design pressure and impact performance (where applicable) up 1 Q- •.• \ to the size limitations noted. It is not intended as a guide to the installatlon Z process and does not address the sealing consideration that may arise in different 7 wall conditions. For the complete installation procedure, see the instructions 7k . packaged with the window or go to www.leld-wen.com/resourcesMstallation. This drawing and its contents are confidential and are not to be reproduced or copled in whole or in part or used or disclosed to others except as authorized by JELD- WEN, Inc. F.B: STEEL STUD NCTL 210-3656-1A) 3 Thread MIN. Through Stud --+- i 18 gn, MIN, STEEL STUD FRAME SECTION NOTE: Caulk between unit and opening. 1/ 4' SHIM II SPACEMAXMax Frame DP IMPACT 19 M MIR . STEEL STUD . Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 kst). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. j PROJECTENGINEER: DATE: 02/ 24/2010 T1VT EATEN 3737 Lakeport Boulevard pO , MI : SCALE Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 ED BY: WILE: Ct APPROVED BY: Builder's Aluminum (4100) Single Hung T/ PRO]ECI No.: Steel Stud Installation (52.125" x 72.00") IDENi1FIER No. PLANT NAME AND LOCATION: CAD DWG. Na: REV: SHEET MY44099 Venice Window Division BA41oo—NCTL210 656- A 01 4 of 5 14 3/8- 9.C. MAX. Ar MAX. FROM mrCORNERS 7- D.C. MAX. 1sTEEi STUD HI Thrad Stud 223 t /nAa urt DDV CM=GVIP-1199 SILICONE GLMM DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk between unit and opening. yu. NN C132NMG U99 SILICONE aass me t GLAZM DETATL 1/4' HAX WINDOW WIDTH (52% MAX.) TYPICAL ELEVATION WITH FASTENERS General Notes: The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the Industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/e" monolithic or 1/8" insulated. Installation methods may be interchanged within the same opening. An Impact protective system Is required where wind borne debris protection is required by local building code. Maximum sizes are buck /net sizes and do not include fgsN pg It This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up !vQ`•.• to the size limitations noted. It is not intended as a guide to the installation Z process and does not address the sealing consideration that may arise in differenr— 7 wall conditions. For the complete Installation procedure, see the instructionE * . packaged with the window or go to www.field-wen.com/resourcesriinstallaUon. This drawing and its contents are confidential and are not to be reproduced or iO•• WM copied in whole or in part or used or disclosed to others except as authorized by i sCe JELD-WEN, Inc. FBPE S 3 Thread MIN. Through Stud 18 ga. MIN. STEEL STUD STEEL STUD NAIL FIN NCTL 210-3656-1A) fir--." 1/4' SHIM SPACE MAX 1 55 TYPICAL HORIZONTAL_ FRAME SECTION NOTES Caulk between unit and opening. Max Frame DP 1IMPACT 52 " x 72" 50/-50 1 NO Installation Notes: --- 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. j PROIECrENGINEER: DATE: rL 3lam Lakeport Boulevard 02/25/2010 Klamath Falls, OR 97601 Tetzlaff SCALE, NTS (541) 882 - 3451 BY: TTTLE: APPROVED BY: Builder's Aluminum (4100) Single Hung PRO]ECrNo.: Steel Stud with Nail Fin Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET G,,, MY44099 Venice Window Division BA4100 NCTL2103656- A 1 5 of 5