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HomeMy WebLinkAbout813 N Valencia CtPermit # Job Address: 813 VALENCIA COURT N Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION HOME REPAIR PROGRAM Zoning: Date: SANFORD, FL 32771 Value of Work: S 37,525 RECEIVED AUG 19 2005 Permit Type: Building % Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential % Commercial Industrial Total Square Footage: 1,412 Construction Type: SFR # of Stories: 1 # of Dwelling Units: _ I Flood Zone: (FEMA form required for other than Y) Parcel #: 31-19,,-31=505=0000 ,' 1210 s Owners Name & Address: MELICKA FREENEY 813 VALENCIA CT. SANFORD, FL 32771 Contractor Name & Address: HOMES IN PARTNERSHIP, INC 235 E. 5TH STREET APOPKA FL 32703 State License Number: TOBY BEST (Attach Proof of Ownership & Legal Description) Phone: Phone & Fax: 407-886-2451 407-886-5304 Contact Person: Bonding Company: Address: Mortgage Lender: Address: CRC 038076• 321-689-2306 Arch itect/Engineer: _T. S CHEHAL Phone: _ —407-521— 555.7 Address: 531 SOUTH S. R. 434 ALTAMONTE SPRINGS 32714 Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In. addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is vqrification that 1 'll notify the owner of tine property of the requirements of Florida Lien Law, FS 713. Signature of Oy4ner4Ai;ent _ Mel -i y Sigmat� ure of Co–dractor Agent Date oo Melicka Freeney Print Owner/Agept's Namye,,, / Si tune of Notary-Sf442_cU Date 4F_. Janice McGough °�c'g�s �` My Commission DD108944 Owner/Agent f� FakMR11d,"to Mc or _ Produced ID Drivers Li cense APPLICATION APPROVED BY: Bldg: `DC— Zoning: _ (Initial & Date) Special Conditions: TOBY BEST Print Contractor/Agent's Name ngnature of Notary -Ste of FlYrida Date JaniceMe6ouch My Commission DD108944 Expires May 21, 2008 ContracsTtt is _ Personally Known to Me or CAb —Produced ID Drivers .i nse Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) PA DOCUMENT PREPARED BY: ' SEMINOLE COUNTY ' COMMUNITY DEVELOPMENT QFFICE ��`�� � • � � • �� �. 3301 State of Florida Permit No NOTICE OF COMMENCEMENT Tax Folio No. (PID) _ County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address) 813 VALENCIA CT N SANFORD, FLORIDA 32771 LEG LOT 121 SAN LANTA 3RD SEC Ili#1110DIN 011111111mono Ii1 11111111911101111a PB 13 PG 75 GENERAL DESCRIPTION OF IMPROVEMENT: GENERAL HOME REPAIR IMPROVEMENTS OWNER INFORMATION: Name and address: MELICKA FREENEY 813 VALENCIA CT N SANFORD, FLORIDA 32771 Interest in property: FEE SIMPLE NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) MARYANNE MIRfiFr CLERK OF CIRCUIT COURT SEMINOLE GOUNITY EEK 058€ 0 PG 1871 CLERK'S # 2005139774 RECORDED M116/25 10:21:12 AN RECORDINS FEES 1044 REUIRDi=D BY L McKinley �:fRTIFIED COPY 'MARYA CNRE OMO DURA SE CONTRACTOR CLER4 Name and address: HOMES IN PARTNERSHIP, INC., S `N I N Y. FLORIDA 235 EAST 5T" STREET APOPKA, FLORIDA 32703 ti}Y pER SURETY (Bonding Company) Name and address Amount of Bond LENDER Name and address: SEMINOLE COUNTY COMMUNITY DEVELOPMENT OFFICE 1101 EAST 1ST STREET, SUITE 3301 SANFORD, FLORIDA 32771 Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Name and address In addition to himself, Owner designates of receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1year from date of recording unless a different date is specified) Swscribed before me this 31st Day of May, ' Notary Public The foregoing instrument was acknowledged before me who is personally known to me or who has produced FI and who did / did not take and oath> Signature of Owner 2005. �n!Lu My Commission Expires: _1 O�i 2a)6 31st dayof ay, 2005 b Melicka Freeney (name of person acknowledged), 01D, 0996 Sy�a � �6%D (tvDfe"Olf Jdeatific-qtionlas identification L:Icr projectslcommunity devftusing ActivitieslRehabilitation02O3\noticeofcommencement\FREENEYMELICKANoc.doc pU6 O`��Y ANNIE WARD KNIGHT �`C) K COMMISSION NUMBER Q 9t Doi 13W �U MY COMMISSION EXPIRES FOF F�6 MAY 2,2006 I hereby name and appoint: _ TOBY BEST________,_ ________Printed Name of Appointee AOM�.g _IN 1!AgTNERSA1P . _INC _Company Name of Appointee to be my lawful attorney-in-fact to act for me in applying to Seminole County Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: 31 Section 19 ___ Township 31 Range 505 Subdivision 0000 Block 1210 Lot 813 VALENCIA CT. N. SANFORD,_FL32771Project Address HELICRA FREENEY _______Owner of Property Signed: a Owner Address certified contractor signature Certified Contractor:___ JOHN A. CLINGER_____ printed name Contractor License #:__ CRC 038076 State of Florida ) County of ORANGE__) ,Fr, Sworn to and subscribed before me this L(__ day of dA by "Tngj A- rT.TN(�F3�_-- _ (name of pers acknowledged) who is personally known to me or who has produced __ _------------_(identification). Jantas McGough C --- My Commission °°loe944 taryPublic Expires May 21.2008 Commission expires: 521/06 (seal) FORMpower of attomey/042501/dv Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=3119315 05 00001210... 7/20/2005 DAvin Joi4msnN, CFA, ASA 2 3 .i s r a 11 12 V1 14 15 PROPERTY M VAL A GT APPRAISER 6071 1L 31'a'3 1;s! t'r' � SEMINOLE COUNTY FL. 6a i� 1A 45 1101 E. FIRST sT SAMF€ RO FL32771..14i68 ?j 119 aE a:4 407 - &SS - 7506 11 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 31-19-31-505-0000 Number of Buildings: 1 Tax Distric: S1-SANFORD Parcel Id: 1210 Depreciated Bldg Value: $66,178 00- Depreciated EXFT Value: $0 Owner: FREENEY MELICKA Exemptions: HOMESTEAD Land Value (Market): $11,000 Address: 813 VALENCIA CT N Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $77,178 Property Address: 813 VALENCIA CT N SANFORD 32771 Assessed Value (SOH): $56,982 Subdivision Name: SAN LANTA 3RD SEC Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $31,982 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 12/1994 02869 0153 $52,900 Improved Tax Value(without SOH): $874 SPECIAL WARRANTY DEED 01/1994 02722 0825 $25,000 Improved 2004 Tax Bill Amount: $621 CERTIFICATE OF TITLE 11/1993 02672 0775 $39,300 Improved Save Our Homes (SOH) Savings: $253 WARRANTY DEED 01/1977 01121 0605 $23,400 Improved 2004 Taxable Value: $30,322 DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1973 00993 0835 $23,900 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 121 SAN LANTA 3RD SEC PB 13 PG 75 LOT 0 0 1.000 11,000.00 $11,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1973 6 1,036 1,412 1,036 BRICK+WOOD $66,178 $76,951 COMBO FAMILY Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft GARAGE FINISHED / 360 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. """ If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=3119315 05 00001210... 7/20/2005 WORK ORDEWQUOTE SHEETS Seminole County Home Repair Program 813 N. Valencia Street/Freeney, Melicka Exterior Work: 1. Remove existing window A/C's (place in garage for owner). 2. Install a new clothes dryer vent cap and duct to dryer. 3. Install front and rear 3' exterior doors w/ all hardware, Locksets and dead -bolts. 4. Install a new utility room back service door with all hardware, dead bolt and lockset. 5. Replace overhead garage door complete. Repair wood rot J at base of garage overhead door trim @ L.H. side 6. Windows: Install (7) missing or bent window screens. Repair torn screening @ bathroom. Repair (4) windows with cracked panes. Repair faulty window balance mechanism in back S.E. corner bedroom, south window. 7. Repair brick work on two (2) short brick columns on front porch. Install (2) new, matching outdoor lights. 8. Paint house exterior: Power wash all surfaces; scrape and wire brush all loose and peeling paint; patch, caulk and putty all holes, cracks, gaps before painting. Spray sealer; paint to cover fascia, doors, trim. Second coat, if needed. Touch up/clean up. Do not paint natural brick soffits or vinyl siding on west end of house and at part of rear. 9. Install a new back porch light. 10. install (1) new front porch light. 11. Replace (5ea.) window panes and 5 window locks. Pagel of 4 2. Repair all amateur wiring in main panel box and ✓ elsewhere. 3. Replace all receptacles, switches and plates. Repair "open gounds" and tighten aluminum wire connections throughout the house. 4. Install wired smoke detectors system per code. ,- 5. 5. Install GFCI's per code. t/ 6. Insure branch circuits are adequate for new HVAC system and water heater. 7. Install a new 40 gallon hot water heater complete. 8. Install a new central HVAC system per code w/ all components, t -stat, etc. (except duct). Repair duct leakage and replace any broken/crushed ducts if any. 9. Enhance attic insulation to R-30. 10. Replace attic access panel and trim. 11. Repair walls in laundry room, living room, front N.E. corner bedroom. 12. Install new single lever locksets on all side -swing interior doors. 13. Install new closet doors w/ single lever handles in all (4) bedrooms. 14. Paint all walls and ceilings: Wash all walls and woodwork, patch, fill, sand all holes, cracks, gaps, gouges, etc. and paint. Paint to cover all walls and Ceilinorc flat 1atPx Paint doors, woodwork, gloss latex. Second coat if/and as required. Touch up. Clean up. Page 2 of 4 15. Install new finish flooring in each room of the house: Install new FHA approved sheet vinyl for living room, foyer, dining room, kitchen, bedroom hallway, two(2) bathrooms and utility room. Install new wall-to- wall carpet and pad for four bedrooms and their closets. Kitchen 1. Tear out old and install new cabinets (approx. 12' lower and 15' upper). Install new s.s. double bowl sink w/ sprayer, flooring, over -the -range microwave w/ exhaust, countertops, garbage disposal, and new supply and drain lines and angle stops. 2. Repair walls and ceilings for painting. 3. Install new smooth -top range/oven. 4. Install new self -defrosting refrigerator w/ water and ice dispenser in door (minimum 18 cu. ft.). Guest Bathroom 1. Install new bathroom complete w/ commode, seat, shower, tub, tiled surround, vanity w/ sink, single lever faucet, trim and stops. Install all toilet accessories, vanity and o -head light w/ wall switch(s). Install a new ceiling exhaust fan w/ wall switch. Master Batroom 2. Install new bathroom complete w/ commode, seat, shower, tub, tiled surround, vanity w/ sink, single lever faucet, trim and stops. Install all toilet accessories, vanity and o -head light w/ wall switch(s). 1. Install a new ceiling exhaust fan and closet light. 2. Repair hole in wall behind commode. Right Rear Bedroom 1. Repair hole in ceiling and ceiling stain. Laundry 1. Repair hole in ceiling and ceiling stain. Total Page 3 of 4 Notes: • All plumbing systems are to be roto -rooted and traps cleaned to insure clear flow through piping. • Installation of new baseboards is to be included in flooring prices. • All walls are to receive light orange -peel finish with flat white/off white latex paint and ceilings to be medium knock -down finish w/ flat white/off white latex paint unless approved by Seminole County. • Clean premises upon completion, remove all construction debris and, all items left to be thrown away that owner did not remove. • All bathrooms repaired shall include new complete toilet accessories. • If lowest quote exceeds allowable project budget limit, Seminole County may at it's discretion delete items to allow the project to proceed. END Page 4 of 4 U9/25/2003 16:18 3527423005 TRIM SPOT PAGE 02 M I A M hOADE M IA IVI I -DAD E COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COttIPLIANCE O FFICE murw,DADG FLAOt.ER BUILDING 141) WrST I-LACLER S'I.RE,l3rr, St1ITli I&)3 MIAMI,1'l.OR10A 13130.1563 PRODUCTCONTROI, NOTICE OF ACCEPTANCE (305)375-2901 FAX (303)37s-z�x)s Premdor Entry Systems re�nrtL�c.-rc�elart:n,tner�:c-r1�� 911 E. )ererson, P.O. Box 76 FAX(M)371-2351C Pittsburgh ,KS 66762 cxm•rit-m-roa r.,aNrolccact,Ir.N•t• nn•Isu,� (307) 373.2V" FAX (303) 373-'.W$ rsoouc r cotentol. utti•1ston (303) 773.2902 VAX (303) 372-6339 Your application for Notice of Acceptance (NOA) of Entergy 6-8_S-WIE Ynswing Opaque Single w/sidetites Residential Insulated Steel Door under Chapter 9 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, BCCO may revoke, niodify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. - The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.18 EXPIRES: 04/02/2006 Rauf ,coanSucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDINC CODES PRODUCT REVIEW COitiMITTFE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: 06/0S/2001 \\s04SDOOl\pQ000\ltemplates\nodes %4ctpuner ewer pale.Eot Francisco J. Quintana, R.A. Director Minnti-Dade; County Building Code Compliauck; Office fir.. .. .... .......... b9/25/2003 16:18 4 3527423005 Premdor try SystelMs TRIM SPOT PAGE 03 ACCEPTANCE No.: 01-0314 18 APPROVED ; JUN 0 5 2001 EXPIRES 'April -02,2006 TICE OF AC!QEPTANCE• SPECIFIC CONDIT{QNS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.20 which was issued on April 28, 2000. It approves a residential insulated door. as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-riade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure -Rating values indicated in the approved drawings. == 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-9 S.W/,E Inswing Opaque Single Residential Insulated Stccl Door with Sidelites- Impact Resistant Door Slab Qaly and its components shall be constructed in strict compliance with the following documents: Drawing No 31 -1020 -EW -1, Sheets 1 through 6 of,6, titled "Premdor (Entergy Brand) Wood Edge Single Door in Wood Frames with a' Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29197 with revision C dated 01115/01, 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 Division. Thcsc documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installcd in non -habitable areas where the unit and the arca are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its componcnts shall be installed in strict compliance with the approved drawings. , 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection systcm. S. LABELING 5.1 Each unit shall bear a pcmianent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIRENIENTS 6.1 Application for building pcmiit shall be accompanied by copies of the following- 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florid, Building Code (SFBC) in order to properly evaluate the installatio of thi. system. Manuel Yercz, P.E. Product-Coxaminer Product t3dritrol Division L"7 2 o9/2842003 16:18 3527423005 remdor Entry tem TRIM SPOT PAGE 04 ACCEPTANCE No.: 01-0314.14.18 APPROVED ; JUN 0 5 2001 EXPIRES Andl 02, 2006 NOTICE OF ACCEPTANCE; _- SIAN12ARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shalt be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance, 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved, C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d, The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession, 4. Any revision or change.,in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b, Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last pngc 3. END OF THIS ACCEPT CE Manuel • ez, P.E.. Product Co xamin�r Product Control Division . WOOD -EDGE STEEL DOOR In WOOD F [ne PRODUCT CERTII=ICATIOn SHEET 00 - m Zo os Valid for the following side -hinged door arrangements: a,'T51.v i Nf) OPROLIE DOORS- 6'8" nominflL HEIGHT: Single Door DOOR STYLES: 1313 ®0 00 0® 130 0 0 Rush Arch Top 3 -panel 6 -panel New England 4 -panel Eyebrow 4 -panel 8 -panel 1313® UU0 9 -panel 5 -panel 5 -panel with scroll Eyebrow 5 -panel Eyebrow 5 -panel with scroll DP 0 O IMPRCT 4 ES F SGL_WE STL_WD M , U I I IL 1\ UUUI\ JLtilll J 1 1 LC -3 LF LUJrl/ L1'1DLJ33L1JJ 36' MAX IDTb o ®®D 79 5/16 an . 01 000 aoo aao BLANK TOP 6 -PANEL 4 -PANEL 9 -PANEL 67 68 69 8 -PANEL CROSSBUCK 4 -PANEL i i ®® X00 ®®® 00 GoU 00 000 oa ®0 000 ®®® 0® 000 000 09 00 ®® ®® 00 10 -PANEL 18 -PANEL FLUSH 12 -PANEL 4 -PANEL 5 -PANEL 5 -PANEL 5 -PANEL 5 -PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/SCROLL APPnOMuCOUKYMOVM nW 60lIFN A=cA GATE 20.. PNOOIICF COMROI ovmm -- - - MM -C COOS 6XW I WE OFFICE ACCE7FAHCE NO C�j-O� ZO -05 11NIM KESS 1010, FtX ' o(C ! NG EIIMM VUSS Will. SISEDTI. lax ENGINUR:lIR REVISDO I 611[ I h PNII Li—CENTERGi WOOD EOCf STGEEL D(Y1R OR n 611 - - lWll: YAE PREMDUR ENTRY SYSTEMS PI15U�C�762 1 -1015 -EW SHEET 6 OF 6 REVISIIN UIIEA \—U7) 1 1/4' MIN EMBEDMENT OF SCREW INTO WOOD OR 2 X WOOD BUCK 3/16' PFH.TAPCONS W/1 1/2' MINIMUM EMBEDMENT 37.50' 1/4' GAP MAX. MAX SECTION A-4, QUTSWING llNlii MISS lolls. rRAC KE AWA APPROVED AseouvLwaVON nrt R u [IIRUSIO& UUsi 101x1 S11 M. 1111, A PIR n Ft OWE PAR m 1:1A ;.!! A t- 4 m mTcG mm&v'p PR • MDOR WRY SYSTEMS t. smOm COoctO0 Wxt0 =E 911 L tff[W ACCEPTANCE Nb. QQQ7ZD •D PII f 111'41166162 4 9/16' 2 X WOOD BUCK /� 31 -1015 -EW /A SHEET 5 OF 6 R[VISIUN muR C m 1/4' GAP MAX. .750' O I f31 11/16' 79 5/16' MAX EXTERIOR , 2 B mom SECTION s OUTWING r-2 BY WOOD BUCK N10 x 1 1/4' MINIMUM EMBEDMENT OR I7 3/16' PFH TAPCONS WITH I 1/2'MIN. EMBED T (2) PER HEAD JAMB 1.25' O ,rsvnovrx,�tow64nNc WR1ri1E — O pxrE �/4olee. 6v S� l •Cl.awd♦ naoaua(rneMaTxvtsoN eLvAm¢6mwU ucFf OE Af�OMN:Z lal M- 07 Z� • o S" INTERIOR 17 HI 910 x 1 1/4' NIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB HENT ( YP) N R R RAT N C Wt win ors) DV(Br14 R[4NR[)[NI IS N�QI ■ RCAINCNI R NO K(KI 0 itivop s w ■ (NITS SMkL IE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR �N OVEAD" TO Se ISLESmTIIIAIT( AKLEEEiIVIEN T EDGEUNII It IF CAMPY 1017NANTA`E AREAS VICRE THE (NIT AND THE AREA ARE DESlWD TO ACCEPT VAIER DfD.TRVIO/ w. mmol livor ata RATKN we�vAlN yrhtyRAWN MATERIALS LIST ITEM NIL DESCRIPTION PART NUMBER COMMENTS VOOD-HEAD JAMB EV -12 1 1/4' x 4 9/16' MTL- TO 81 WOOD ® COMPRESSION VEATHERSTRIP LnXSEAL 9 (R ) 1 © EW -10 1 1/4' z 1 9/1(,' MTL. T WOOD' 0 BUMPER THRESHMO TOP CHANNEL EV -05 PIT CA �TFQ T N 26 o. (.017 •.002 -.000) Kit I111 SIKKIM 7)/® PSI q R BASF FOAM - DENSITY 2.0 TO 2.5 lbs./ft' BOTTOM CHANNELV fig D K OCK EV-08EV-07 / ' X / ' X 79 / ' MT . T B VOODVOOD HINGE STILE EV-% 1 11/16' X 15/16' X 79 5/16' MTL. TO BE VDQQ 2 LOCK FILLER PLATE EV -09 .050 THICK PLASTIC EV -15 .097 THICK (STEEL) 1 V D -H N AM 1/4' x 4 9/16' MTL. TO BE VOOD 5 110 x / V (4) SCREVS PER HINGE 6 Bt (2) SCREVS PER HINGE O IY fxYS V/AIWU11 V1• (NN:KNI (r e. o:w ip s.a 0 x mm W. — m ax.■ is Mara■ 110 x 3/4' FH.V.S. 2) SCREVS PER HINGE 9 IB x F.H.V.S. 2) AT. EACH STRIKE PLATE 0 LOCKSET VIKSET BRAND 200 LOCK DADE COUNTY MODIFICATIONS VaM JO LBOIS KESS 101(1, TRAC Bic t ML ()IR16101. RESS 1010. STD OAIL IRI If IDADE COUNTY MODIFICATIONS Infill JD A JARED PAGE 4 (DOOR STYLES) 9-rs-lol RS LIE I B(VISDM nAlF I IT PARI RAID E i DL IT 1 _ _I MAIL: SCBE: PREMDDR ENTRY SYSTEMS 911 r. PII SRJ1L Xw 162 n 31-1015-[W SHEET 4 OF 6 - ASDT(LUTER C Us D 2 X WOOD BUCK 1� 1 1/4' MIN EMBEDMENT OF SCREW INTO WOOD OR 3/16' PFH TAPCONS V/1 1/2' MINIMUM EMBEDMENT 37.50' MAX SECTION A -A ,-C INSWING &"Rom m COMPLYM ww Tw SOmOvrOCOOE OATS /i 1 �•� PnoO =coNmoLmKjw awnwo COOS doUKvAMarAa ACCEPTANCE N0, 00-0720-09- I l/4' GAP lINi1S KISS 1411 fRAC ' fIC : kc A Y MODI I AU. IXIMN)I&-KISS RI(k SflOt- IQs ED PA 4 ( OTPS IfR R(VIS06 I DAI fIf PART MK: tR IT i NMl:ZAE. PREMDEIR ENTRY SYSTEMS 31 -1015 -EW 911I.i(fr(ra � SHEET 3 OF 6 PHISI A. Is. U42 /A\ R[VISRN t(11(R C C 11 13 1/4' GAP MAX. 60 81 11/16• INTERIOR 79 5/16' MAX 2 BY VOOD BUCK—' SECTION- B=B INSWING 2; BY WOOD BUCK #10 x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 4.563' I7 1 1/2' MIN. EMBEDMENT (TYP) x UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CAN[PY OR (2) PER HEAD JAMB TDD SILL IS LESS TWA 45 DEGREES, TULESS�INIT S INSTOF ALLED IN �Rtw�G NQf-MBITABLE AREAS VWRE JW IBTIT AND I1[ AREA ARE DESIGT[D TO ACCEPT VATER INFILTRATION 0 EXTERIOR O 1.25- 0 IN ,s,,mKyw,%AOPWIED,.iweT* ClV,"•OxI �I 10=pow" WxTnaa'^sld4 ,o-a'CE K Accu - HID x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH I 1/2'MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB nF-V 1 iv MATERIALS MIRE RA RE VATER DfILWIDI VIRE VA DUfB.TRAT10( DINTBNEW IS I[EDEB I REGUIREI[N1 IS NDf NEEDED t o r V x +76.0 osF Illiat LIST ITEM Na DESCRIPTION PART NUMBER COMMENTS Q VOOD-HEAD JAMB EV -12' /4' x 4 9/16' MfL. TO 8 V 2 COMPRESSION VEATHERSTRIP X a (BRONZE) EV -ID 4' 1 9/16' Mr T V 4 FIXED THRESHMO 5 TOP CHANNEL EV -OS ©STEEL SKIN 26 go. (.017 -.002 -:000) R2 IRI SIBILIB b.B PD 7 BASF FOAM - DENSITY 2.0 TO 2.5 tbs./ft' BOTTDM CHANNEL 9O VOOD LOCK BLOCK EV -DB 14' VIDE D VWD STRK - -STILE EV -07 1 11/16- X 15/16' X 79 5/16' MIL. TO BE VOOD I VWD HINGE STILE EV -06 1 11/16' x 15/16' X 79 5/16' NTL. TO BE WOOD 2 LOCK FILLER PLATE EV -09 .050 THICK PLASTIC EV -15 7 THICK (STEEL) V -H AMB I 1 1 I/4' x 4 9/16' MTL. TO BE V000 5 I x 4' WOOD SCRFVS(4) SCREVS PER HINGE 6 p10 xFJ4.V. Q) SCREVS PER HINGE 7 IN fNVS V 1 W' (A[0011 q 210 x 3/4' FJLV.S. ) SCREVS PER H NGE p x ' F.H.V.S. ) AT EACH STRIKE PLATE qvIKSET LOCKSET BRAND 200 LOCX DADE COUNTY MODIFICATIONS vavo I JD LIMBS Ilt(SS KIITI, FRAC f(C AI(. (1I16I014: MUSS 11111111, Sit CYL IRS DADE COUNTY MODIFICATIONS 1913AN I JD A ADDED PA 4 ( STYLES) 043-"l RS LI t R(VISM I DATE I IT P -of wut DR. III DATE - - WIT: Sfi(LG PREMB ENTRY SYSTEMS 9D (. tff(RSO FIIISRK, KS 66761 31 -1015 -EW n SHEET 2 OF RCVISIEN 1L11(R C 6 PREMDOR (ENTERGY BRAND WOOD EDGE) 3'-0 x 6'-8 STEEL DOOR WITH BUMPER THRESHOLD IN A WOOD .FRAME OUTSWING/INSWING DOORS 37 1/2' MAX ; -i16' x 1 3/4' Ig. STAPLES PER SIDE ' q. 4' 4' B ror or naow FOB 7 16' f� 7 NINA 17 1/2' (TYPJ 110 x 2' SCREWS (2) PER HINGE _ 43 11/16' TOP.OF DOOR 31 /16'1 TO OF LOCK TYP. ON HINGES , KWIKSET 660 DEADLOCK 8: 1{/16' A A MAX 110 x 1 1/4' MINIMUM EMBEDMENT KWIKSET (5) PER SIDES 200 LOCKS..ET _ ALTERNATE: 3/16' PFH TAPCONS - �-- -- - �-- 18 2' F.H.W S. w/1 1/_ MINIMUM EMBEDMENT 31 /16'( x 110 x 1 1/4' MINIMUM EMBEDMENT ALTERNATE: 3/16' PFH TAPCONS w/l 1/2' MINIMUM EMBEDMENT (2) a THRESHOLD (2) 2 HEADER 18 x 1 3/4' SCREWS - .IAMBS TO THRESHOLD -- (2) PER SIDE -- — B L 4' 4' DUTSVING (VIEV FROM EXTERIOR) NOTES: l.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. i A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. AvAc"EDuc-KywawTMne B. MASONRY OR CONCRETE CONSTRUCTION WHERE Sarin FLORIDA sunlNa o SYSTEM IS ANCHORED TO A MINIMUM TWO BY sDOOR lo. STRUCTURAL WOOD BUCK. er_hi. C. MASONRY OR CONCRETE CONSTRUCTION WHERE vaooucTcoMraaomsXy+ DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OWtDWOCox doYiUANCEOFM9 OR MASONRY ASO SOWITHBUCOR WITHOUT A NON-STRUCTURAL vr .ccI,xclNo. e�- oz BY 3. ALL ANCHORING SCREWS TO BE 110 WITH MINIMUM 1 1/4' EMBEDMENT INTO WOOD SUBSTRATE. R.H. OUTSVING L IDAUL LUUNlY MUUIVILAIIUNS 11VII/001JU R.H. INSW TNG IIXIIf UUSS'ESS"' (f IEC [tiRItSIDIi ul[SS IOiE SI0. lTNL I0L1 u4 4 REVISDa 1A T L.H.OUTSWING PREMOUR ENTRYSYSTEMS31-1015-EW L.H. INSWING � T[RSa SHEET 1 OF 6 ' lfii IIS K162 IFTSF F RIVISIUI LETT R C MODEL: I IORW4 (25 GA STEEL KIN) MODEL- 120RW4 24 GA STEEL SKIN) �TT 111TE�DNI�sn �FDTOP &wroE DOOR. 20 rw YN. END 7O ATTACHED To DOOR L / ( �p SKIN WITH PATENTED TER). IOC SYSTEM AND ET14WE ADHESIVE (ALONG CEHIER) (TOP. BOTTOM k CENTER). OPTIONAL SSB CLASS OR A 1/8' ACRYLIC UTES AVALABIE / (5EE SECTION B -B) .. NOTE3:DOORS UP TO " HIGH CONSIST OF (SHOWN) DOORS OVER Y -O -HIGH CONSIST OF (�4)SECTIONS (NOOT °M,"SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 YIN. GALVANIZING, BAKED -ON PRAIM AND A BAKED -CN POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3' TALL U-6AR 20 GA. GALV. STEEL MDL YETI STRENGTH: 50 KSI IL-1 3 � 1-7/8' a T 2' TRCK In, VIEW 'B' - NEW 'C' LOCK (BOTH SDIES) TWO POINT LOCKING 3', 20 GA U -BARS. U -BARS IN A 2-1-2-1 PATTERN (LE TWO U -BARS ON BOTTOM SECTOR, ONE U -BARS ON NEXT SECTION. ETC.) 3/B .4 SLEEVE ANCHgR BOLTS OR 20- CEN1ER5 (C-90 9/27/1999 BLACK) OR Q4' CENTERS 2.000 PSI Y I CONCRETE) OR Le" 1/4-d- TAPCON SCREWS 16-3/4' CEWIE7i5 (2,000 fRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE PSI YN. CONCRETE). WASHERS � YRM SLEEVE ANCHgRS. 1-1 4' O.D. MIN. WASHERS REOURFD (3) 5/16".1-5/8" WOOD LAG SCREWS. NINTH TAPCONS. MAY BE CMKIERSUN K 2.6 YELLOW PINE (� NOT REQUIRED) TO PROVIDE A FOAM n n SSB GLASS ORA QPIIDNAL 10 SCREW 110UIITNC SURFACE HORIZONTAL ,WIGS 00 NOT TRANSFER LAPD. 1/8" ACRYLIC LITE . WINDOW LITE MOLDED TAINER �EG1LX1_8=9 12 GA GALV. BRACKETS FASTENED •4 I�f ISI ISI I��I°4,11 ISI ISI ill .. .L. YIN. TRACK THI:KNESS:.060 _ e -o ee i i RU IMP. 2-1/2112 GA GALV, STEEL TRACK[AT 0 (4) TRACK BRACKETS PER SIDE (FACTORY .1 NOTE3:DOORS UP TO " HIGH CONSIST OF (SHOWN) DOORS OVER Y -O -HIGH CONSIST OF (�4)SECTIONS (NOOT °M,"SHOWN). 25 GA. MIN. STEEL SKIN COATED WITH G-40 YIN. GALVANIZING, BAKED -ON PRAIM AND A BAKED -CN POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS. 3' TALL U-6AR 20 GA. GALV. STEEL MDL YETI STRENGTH: 50 KSI IL-1 3 � 1-7/8' a T 2' TRCK In, VIEW 'B' - NEW 'C' LOCK (BOTH SDIES) TWO POINT LOCKING 3', 20 GA U -BARS. U -BARS IN A 2-1-2-1 PATTERN (LE TWO U -BARS ON BOTTOM SECTOR, ONE U -BARS ON NEXT SECTION. ETC.) (/0 SCREWS PER LITE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON INTER. STILE4EACH SIDE OF DOOR. 12 LE CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 1 2-a3" LAC SCREWS oN 18 CENTERS. 1-1/4. O.D. YIN. OUTSIDE KEYED /14x5/8" SHEEP PETAL WASHER REQUIRED. LAC SCREWS MAY BE COIINTFRSUW SCREWS. (BUT NOT REOURED) TO PROVIDE A RLISH MOUNTING HANOI- (MIT ANDLEND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. STILE 14 CA GALV. STEEL - INSIDE HANDLE 040 HINGE. EACH FASTENED TO END OUTSIDE KEYED LOCK STILESW/( 14.5/8'SHEET S P LAT u ( K OPOON t (4) 1/4-0/4' SELF END SLIDE BOLT ] TAPPING SCREWS. STILE LOCK ENGAGES END INTO VERTICAL STILE TRACK. ONE 3' TALL x 20 GA GALV. STEEL U -BARS LOCK ON INTER. N A 2-1-2-1 PATTERN 1.E Two U -BARS EACH SIDE STILL ON BOTTOM SECTION. ONES U -BAR ON NEXT OF DOOR. LOCK BAR SECfK1N ETC.. EACH 11 -BAR ATTACHED INSIDE SLIDE BOLT ENGAGES N ] WRH 1/4134- SELF TAPPING SCREWS I= OPTKN TRACK ON PER STILE IOOATXN. OUTSIDE EACH SIDE HANDLE OF DOOR -- -13 CA CALV. STEEL BOTTOM BRACKET. OUTSIDE KE`)ED LOC ATTACHED WITH (2) #14.5/8' SHEET METAL SCREWS L12CK BAA LOCKING 'ALUMINUM EXTRUSION t VINYL WEATHERSTRIP. DATE 3/B .4 SLEEVE ANCHgR BOLTS OR 20- CEN1ER5 (C-90 9/27/1999 BLACK) OR Q4' CENTERS 2.000 PSI Y I CONCRETE) OR 2/01/1999 1/4-d- TAPCON SCREWS 16-3/4' CEWIE7i5 (2,000 fRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE PSI YN. CONCRETE). WASHERS � YRM SLEEVE ANCHgRS. 1-1 4' O.D. MIN. WASHERS REOURFD (3) 5/16".1-5/8" WOOD LAG SCREWS. NINTH TAPCONS. MAY BE CMKIERSUN K 2.6 YELLOW PINE (� NOT REQUIRED) TO PROVIDE A FOAM n n SSB GLASS ORA QPIIDNAL 10 SCREW 110UIITNC SURFACE HORIZONTAL ,WIGS 00 NOT TRANSFER LAPD. 1/8" ACRYLIC LITE . WINDOW LITE MOLDED TAINER �EG1LX1_8=9 12 GA GALV. BRACKETS FASTENED R LITELRE RETAINER - /8x3/1- PAN HEAD SCREW � - 8' WITH ONE 5/16'x1-5/8' PER TRA (/0 SCREWS PER LITE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON INTER. STILE4EACH SIDE OF DOOR. 12 LE CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 1 2-a3" LAC SCREWS oN 18 CENTERS. 1-1/4. O.D. YIN. OUTSIDE KEYED /14x5/8" SHEEP PETAL WASHER REQUIRED. LAC SCREWS MAY BE COIINTFRSUW SCREWS. (BUT NOT REOURED) TO PROVIDE A RLISH MOUNTING HANOI- (MIT ANDLEND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. STILE 14 CA GALV. STEEL - INSIDE HANDLE 040 HINGE. EACH FASTENED TO END OUTSIDE KEYED LOCK STILESW/( 14.5/8'SHEET S P LAT u ( K OPOON t (4) 1/4-0/4' SELF END SLIDE BOLT ] TAPPING SCREWS. STILE LOCK ENGAGES END INTO VERTICAL STILE TRACK. ONE 3' TALL x 20 GA GALV. STEEL U -BARS LOCK ON INTER. N A 2-1-2-1 PATTERN 1.E Two U -BARS EACH SIDE STILL ON BOTTOM SECTION. ONES U -BAR ON NEXT OF DOOR. LOCK BAR SECfK1N ETC.. EACH 11 -BAR ATTACHED INSIDE SLIDE BOLT ENGAGES N ] WRH 1/4134- SELF TAPPING SCREWS I= OPTKN TRACK ON PER STILE IOOATXN. OUTSIDE EACH SIDE HANDLE OF DOOR -- -13 CA CALV. STEEL BOTTOM BRACKET. OUTSIDE KE`)ED LOC ATTACHED WITH (2) #14.5/8' SHEET METAL SCREWS L12CK BAA LOCKING 'ALUMINUM EXTRUSION t VINYL WEATHERSTRIP. DATE DESCRIPTION 9/27/1999 ADD 'CBPC' TO TITLE BLOCK 2/01/1999 CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT 1/2000 ADDED JAMB ATTACHMENT RNFORMATION (3) 5/16".1-5/8" WOOD LAG SCREWS. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)-\ .0 #14.5/8" SHEET METAL SCREWS O O 1/4'.3/4' SELF TAPPING SCREWS. A f 'R HINf.F< 19 'C TMkTE HINGE MON VIEW STOP MOULDING BY DOOR INSTALLER (TO SUIT r 20 GA. YIN. GALV. STEEL END STILE / 20 GA. GALV. STEEL INTER. STILE `. / 1 � 7/16" LD. ROUND PUSITYU� —IS GA CAL¢ STEEL HIttl J/ L FASTENER (ONE PER ROLLER) FASIENEl, TO LATER. W 4) 2' DALY. STEEL TRACK FASTENED TO 14 GA ALV. STEEL ROLLER tIIJGES 114.5/8 SHEEP METAL 12 G\ CALV.-STEEL TRACK BRACKETS. FASTENED TO END 51LE5 EACH W/(4) TRACK ATTACHED TO EACH BRACKET /14.5 8- SHEEP PETAL SCREWS NrD WITH ONE 1/4-.5/8- BOLT R NUT (4) 1%4"x3/4" SELF TAPPING SCREIYS PER END HINGE ® OR TWO 1/4- DIA. RIVETS. PREPARATION OF JAMSS BY OTHERS- 2' DIA SHORT STEM. 10, BALL STEEL ROLLER. . a161FflS�iB611QH SECTOR C -C NOTE 2, THIE, DESIGN"OF THE' SUPPORTING STRUCTURAL ELEMENTS ENGINEER: LANK WESTERFlEID. P.E.SH LL BETHE"R - -OF THE PROFESSIONAL. OF FLORIDA P.E. No. 48495 RECORD i- .OR STRUCTURE AND N ACCORDANCE wm1 MGjJooEs FOR THE Laos LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF y tl IC J MAX. DDDR 5¢e 16'0w K S,OH TEST LOADS: +36.0 PSF & -37.0 PSF v . ..f. C� M1NfKD10 /oto SMFEi SLEETS MAMA NS W.V. D MMAUFACTURED 1 1 101980 03 • " - a i ^ u�Ww "DESCRIPTION G � O DOUBLE CAR MODEL 11ORW4 & 120RW4 +24/-24.5 PSF DESIGN LOAD . I/�a/oa MATED M/I:WIN'A;IM® SEAL 4ueossl. CBP C (513) 381-4800 312 WALNUT STREET SUITE 1600 CINCINNATI, OH 45212 eAAV.. N tirg LuIMA.E /n/uer 11 m 13 GA CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16".1-5/8" WOOD LAG SCREWS. TRACK ¢ DOOR HEIGHT IV EX 6 -6 70 2' GALV. STEEL TRACK. _ 8. .L. YIN. TRACK THI:KNESS:.060 _ e -o ee i i RU IMP. 2-1/2112 GA GALV, STEEL TRACK[AT 0 (4) TRACK BRACKETS PER SIDE (FACTORY .0 #14.5/8" SHEET METAL SCREWS O O 1/4'.3/4' SELF TAPPING SCREWS. A f 'R HINf.F< 19 'C TMkTE HINGE MON VIEW STOP MOULDING BY DOOR INSTALLER (TO SUIT r 20 GA. YIN. GALV. STEEL END STILE / 20 GA. GALV. STEEL INTER. STILE `. / 1 � 7/16" LD. ROUND PUSITYU� —IS GA CAL¢ STEEL HIttl J/ L FASTENER (ONE PER ROLLER) FASIENEl, TO LATER. W 4) 2' DALY. STEEL TRACK FASTENED TO 14 GA ALV. STEEL ROLLER tIIJGES 114.5/8 SHEEP METAL 12 G\ CALV.-STEEL TRACK BRACKETS. FASTENED TO END 51LE5 EACH W/(4) TRACK ATTACHED TO EACH BRACKET /14.5 8- SHEEP PETAL SCREWS NrD WITH ONE 1/4-.5/8- BOLT R NUT (4) 1%4"x3/4" SELF TAPPING SCREIYS PER END HINGE ® OR TWO 1/4- DIA. RIVETS. PREPARATION OF JAMSS BY OTHERS- 2' DIA SHORT STEM. 10, BALL STEEL ROLLER. . a161FflS�iB611QH SECTOR C -C NOTE 2, THIE, DESIGN"OF THE' SUPPORTING STRUCTURAL ELEMENTS ENGINEER: LANK WESTERFlEID. P.E.SH LL BETHE"R - -OF THE PROFESSIONAL. OF FLORIDA P.E. No. 48495 RECORD i- .OR STRUCTURE AND N ACCORDANCE wm1 MGjJooEs FOR THE Laos LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF y tl IC J MAX. DDDR 5¢e 16'0w K S,OH TEST LOADS: +36.0 PSF & -37.0 PSF v . ..f. C� M1NfKD10 /oto SMFEi SLEETS MAMA NS W.V. D MMAUFACTURED 1 1 101980 03 • " - a i ^ u�Ww "DESCRIPTION G � O DOUBLE CAR MODEL 11ORW4 & 120RW4 +24/-24.5 PSF DESIGN LOAD . I/�a/oa MATED M/I:WIN'A;IM® SEAL 4ueossl. CBP C (513) 381-4800 312 WALNUT STREET SUITE 1600 CINCINNATI, OH 45212 eAAV.. N tirg LuIMA.E /n/uer 11 m MI HOME PRODUCTS / BETTER -BILI VERTICAL MULLION DESIGN LOAD CAPACITIES FOR ALUMINUM TUBE MULLION (DIE # 6764; APROX. SIZE: 1 1/8" X 21/8" X 1/8") WHEN USED TO MULL FLANGE FRAME WINDOWS V83 CA980512-A 07 -Feb -2002 98-0924 WDW. WTH. > MULL SPAN V 24.000 30.000 36.000 37.000 42.000 48.000 53.125 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42.000 192.0 171.4 160.0 160.0 157.4 157.4 157.4 48.000 160.0 139.1 128.0 126.3 121.5 120.0 120.0 50.625 150.0 129.7 117.1 115.7 111.6 107.9 107.9 54.000 137.1 118.5 106.7 105.5 100.0 96.0 95.0 60.000 103.0 87.9 78.5 77.3 72.4 68.7 66.8 63.000 87.9 74.7 66.4 65.4 61.0 57.5 55.6 72.000 57.2 48.2 42.4 41.6 38.5 35.8 34.1 NOTES: ` CHART APPLIES ONLY TUBE MULLION #5764 WHEN USED TO VERTICAL MULL SERIES 586 PW AND / OR SERIES 7701774/780/784 SH WINDOWS. * READ WINDOW WIDTH AND MULL SPAN IN INCHES. * WINDOW WIDTH DIMENSIONS REPRESENT THE WIDTH OF EACH WINDOW IN A SINGLE OPENING, NOT THE OVERALL WIDTH OF THE OPENING. • DESIGN PRESSURE VALUES ARE NOT LIMITED TO TWO WINDOWS IN A SINGLE OPENING, AND APPLY WHERE ANY NUMBER OF MULLIONS ARE EMPLOYED IN A SINGLE OPENING. * DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. * Dmax = U175 * MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NUMBER SECT5795 USING TWO #10 X 1-1/2 SCREWS IN WOOD OR TWO 3/16 IN DIA. X 1-1/2 RAWL TAPPERS OR APPROVED EQUAL IN MASONRY OR CONCRETE. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 (MNT R L lw1m,& Ia. ®o o HEATHROW, FLORIDA 32746 PHONE 407 805-0365 /FAX 407 805-0366 MA NUFACT r,U _ J �i'TiF� •�3l�,1 � �'� MASTED FILE e r i el s V 8 3 "STRUCTURALY VERTICAL MULLION ® Florida Flange 9 Stop 1. Caulk inside mull as shown to seal frame jambs. (740/744) Stop 2. Place windows and mullions together as shown below. Stop 3. Using the pre—punched installation holes in window jambs as a drill quide, drill 1/8" holes into mullions. Stop 4. Attach windows to mullion using # 8 x 3/4" sheet metal screws (not included) through drilled holes as shown below. To avoid _jamb distortion, do not overtighten screws. Stop 5. Caulk any voids to prevent any leakage. Stop S. Before lifting into rough opening, drill two holes in each clip and insert into each end of mull as shown below with tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural integrity. CENTRA FLORA B. 0. A. F. MANUFACTURER Note: Each mull adds 1/8". Q�yT-�M�MS r-125MASTER FUA # # 8 X 3/4" sheet metal screws --\ !- Caulk (2 places) IVa" DRIVE- HOLES- (DRILLED) -- I . 1 LJ - K7 3/16 Clearance. Holes (Field Drilled)" o` PRE—PUNCHED JAMB H0 ®/ NOTE: SEE REVERSE SIDE FOR LES/�� - FASTENING REQUIREMENTS. / 02-lAr- co J J Concrete or Masonry Opening 'q Q c WLbuck zF Perimeter Caulk, By Also between flange anY U H e a d Flange Type Window Head E Estrlor 0 0 v 0 � c 0 Glass as Require= Perimeter Caulk IL Sill By Others N to Topcon Caulk Between Buck and Masonry Opening By Others Wood Buck by Others Flange Type Window Frame Sill Stool By Others a • a A _ a o• • a E o V c Pre—Cast Sill .By Others `- Caulk Between Flange and Pre–Cost Sill C 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4" min. embedment into masonry or concrete. 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size_ is not given, use anchor quantity for next larger window in chart. 81 6. Glass thickness will vary with window size and design load, and must comfy with ASTM E1300. 7. Letter designations on the topcon location chart indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for topcon* should be filled with #8 screws of sufficient Ith. to provide 5/8" min. embedment into wood buck. TAPCON* LOCATION CHART CODE WINDOW ID FASTENER LOCATIONS A( Concrete or Masonry Opening SIZE SIZE DP36 TO OP52 DP52.1 TO OP70.8 Outside Dimension I J' MIN. PENETRATION 12 18 1/8 x 25 A. C A, C Perimeter Caulk 13 18 1/8 x 37 3/8 A, C A, C 14 18 1/8 x 49 5/8 A, C A; C Caulk Between 15 18 1/8 x 62 A, C Flange and Buck 16 18 1/8 x 71 1/4 A, C A B, C A . ' 1/2 32 25 1/2 x 25 A, C A, C 1/2 33 25 1/2 x 37 3/8 A. C A, C 1/2 34 25 1/2 x 49 5/8 A, C A. 8, C 1/2 35 25 1/2 x 62 A, 8, C A, B, C v d 1/2 36 25 1/2 x 71 1/4 A B, C A, S. C 22 Jamb Ua a 23 363x 376 X 23 8 A. C A c 4 24 36 x 49 5/8 AA.BCC A, B, C V 245 36 x 55 1/4 A, B, C A. 8, C A 25 36 x 62 A B C A. 8, C 26 36 x 71 1/4 A, B. C A. 8, C, D fA' I c 32 52 1/8 x 25 A, C A, C {�" SHIM {—" c 33 52 1/8 x 37 3/8 A. C A, B, C BUCK 4 d 34 52 1/8 x 49 5/8 A, 8, C A. 8, C 345 52 1 /8 x 55 1/4 A, B, C A, B, C, D 35 52 1/8 x 62 A, B. C A. 8, C, D Topcon 36 52 1/8 x 71 1/4 A, B, C, D A. B, C. D, E Inside Dimension Wood Buck By Others D D Caulk Between Buck and Opening *'TAPCON' TYPE HARDENED MASONRY SCREWS �Be3 INCLUDE TAPCON, RAWL, do SIMPSON swIDAB ®'461' Design Pressure values listed above are In PSF E ,.%• B C <:�• i., Dn[` INSTALLATION INSTRUCTIONS w a:: aus.w. 1/15/o�>E 02 & FASTENER SCHEDULE a� DAM rnowuer wwt w 4m: 74n/744 Inli` NONE 1 cr 1 r INSIALLA71ON ANCHOR -- INSTALLA71ON ANCHOR SHIM AS REO'D CONCRETE OR y8 SCREW (TYP. 3/16' DIA. TAPCON (SEE NOTES) I ONE BY WOOD MASONRY OPENING WHERE 7APCONS ARE BUCK BY OTHERS BY 071<RS NOT REO'-.) DOOR FRAME CAULK BETWEEN ONE BY WOOD MASONRYWOOD O do JAMB INSTALLATION ANCHOR BUCK. BY OTHER MASONRY OPENING By OTHERSf8 SCREW GLAZING WHERE 7APCTONS ARE ` Q ; (SEE NOTES) NOT REO'D.) SHIM AS REO'D - (SEE NOTES) d 1-1/4' MIN. EMBEDMENT 4 CONCRETE 1/4' MAX.OR MASONRY SHIM SPACE ❑ D � BPENINGY 01HER5 *` a INSTALLATION ANCHOR 3/16- DIA. TAPCON By 0TH77CCO r By E35 LGuv - - - CAULK BETWEEN +� WOOD BUCK & PERIMETER CAULK — D0 AME MAS'Y OPENING BY OTHERS HbE BY OTHERS PERIMETER CAULK BY OTHERS DOOR GLAZING HEIGHT MIN (SEENOTES) STUCCO EMBEDMENT 1 !�+ BY OTHERS EXTERIOR I u �--- DOOR WIDTH 1/4 MAX. SHIM SPACE AL •O 0 AF. • J SECTION 5—B CAULK. BETWEEN 11on PIFTA.11pro - I - WOOD BUCK fx II�® NAM • JI By OTH"_RSNING� FUR -a v av Q SLIDING GLASS DOOR p � D HOOK STRIP � ALAPPLY CAULKING / 1-1/4MIN. UNDERSI Q EMBEDMENT UNDER SILL OR SET SILL IN BED OF CONCRETE f v 4A Il CONCRETE OR J MASONRY OPENING SECTION QIV A -A INSTALLATION ANCHOR BY OTHERS 3/16 DIA. TAPCON NBT: 1) DOOR MATERIAL: ALUMINUM ALLOY 5063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH 10 ACHIEVEL MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. - 3)ALTERNATE 7APCON INSTALLATION ANCHORS FRONT 10 BACK IN ALL FRAME MEMBERS. A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, 5) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OL-AN117Y LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D 6) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE k CONFIGURATION TO FINISHED OPENING, 7) INIULATED'GLASS SHOWN, SINGLE GLAZING 'LSD APPROVED. TEMPERED CLASS THICKNESS MAY VARY PER REQUIREMENTS C9J ASTM E1300 CH CLASS ARTS. 8) ALL FACTORY APPLIED HOLES NOT DESIGNED FOR IAPCON ANCHOR SHOULD BE FILLED WTH /B SCREWS OF SUFFICIENT LENGTH 10 PROVIDE MIN. 5/8" EMBEDMENT INTO WOOD BUCK. 9) JAMB / SILL CORNERS ARE TO BE SEALED 11TH A SMALL JOINT SEAM SEALER. TO) SHIM AS REO'D. AT EA, SET DF INSTALLATION ANCHORS. MAX ALLOWABLE SHIM STACK 10 BE 1/4'. /1) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. IAtRE 'X' REPRESENTS MOMNG PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON INSIALLATION CHART. 131, NOT ALLCONFIFAJRATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B -B - 'd HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. la),,MAX ALLOWABLE SPACING BEIwEEN 1APCON ANCHORS TD BE 24' O.0 - 15) SERIES 420 SLIDING GLASS DOOR 15 SHOWN THIS PRINT ALSO APPLIES TO 430 k 440 SERIES. i 16) i WHERE DOOR IS INSTALLED IN WOOD FRANC STRUCTURE. USE p0 SCRE INS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' ` MIN. EMBEDMENT INTO SUBSTRATE. RACE /10 SCREWS 6- FROM CORNERS A 24' OC. MAX. GLAZING — (SEE NOTES) AFT; ..1 TAPCON INSTALLATION CHART CALL DOOR LOCATION IN HEAD & SILL A. JAM OT`YL IN HOOK STRIP SIZE SIZE. UP TO 45 PSF 45 PSF TO 60 51 PSF TO UP TO UP TO 46 PSF 61 PSF DP PSF DP 70 PSF DP 70 PSF DP 45 PSF TO 60 DP PSF DP TO 70 PSF DP 5068 x0, Ox, xx 60 x 803 } 3 4 606P, XO, Ox, xx 72 x 80 4 4 4 3 4 a 8068 X0, OX, xx 96 X 80 5 s 1 0 5 10068 X0, Ox, xx 120 X 80 6 6 7 3 4 5 5080 XO, Ox, XX 50 X 96 4 5 } 4 5 6080 XO, OX, xx 72 x 96 3 3 3 5 4 5 6 8080 X0. Ox, xx 96 X 96 4 q 5 5 4 5 5 b '02110XOx xx_ 120 x 96 6 6 7 5 4 6 76be Or.O 91-3/4 x 60 5 5 - a a 3 6 9068 0x0 109-3/4 X BU 5 5 5 4 4 5 12068 0x0 145-3/4 x 80 7 7 9 4 3 4 5 15068 OXO 181-3/4 X 80 8 10 114 3 4 5 7680 OXO 91-3/4 X 96 5 5 5 5 3 4 5 9080 OXD 109-3/4 x SIE 5 5 16 a 6 6 12080 Oxo 145-3/4 X 96 7 8 9 5 6 6 15080 Oxo 181-3/4 X 96 8 11 13 5 4 6 6 7668 XIX 88-9/15 x BO 5 4 4 = 6 6 9068 XIx 106-9/16 X 80 5 5 6 4 4 5 12068 XIX 142-9/16 X BO 7 7 B4 I 4 5 15068 xlx 178-9/16 x BO 8 10 11 3 4 5 7680 Xlx 88-9/16 X 96 5 5 5 5 3 4 5 5 90BU xtx 106-9/16 x 96 5 5 6 14 5 4 6 12080 XIX 142-9/16 x 96 7 P 9 5 4 6 6 15080 XIX 178-9 6 X 95 6 n 13 5 4 6 6 10068 0X0. xxxx 120-5/e x BO 1 6 6 4 4 6 6 12068 OXXO, xxXX 144-s/e X 80 7 7 7 B 4 3 a 5 16068 OXXO, XXXX 192-5/e X BD 9 12 4 3 q 5 10080 OXXO. XXXX 120-s/s X 9E 6 6 7 5 3 4 5 12080 OXXO. XXXX 144-5/s X 9EL 7 8 9 5 4 fi 6 16080 OXXO. xxxz 192-s/e x 9E 9 12 14 15 4 6 6 .4 6 6 CONCRETE ONE BY WOOD OR MASONRY BUCK BY OTHERS OPENING BY OTHERS I 4 1-1/4' MIN, 4 4 EMBEDMENT SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL STUCCO BY OTHERS r - DOOR WIDTH �1 ) DOOR HEIGHT EXTERIOR ELEVATION CAULK BETWEEN Ml HOME PRODUCTS 'WOOD BUCK, & SLIDING DOOR HOOK -STRIP GRATZ, PA. 71L SERIES 420/430/440 SLIDING GLASS DOOR INSTALLATION ANCHOR INSTALLATION WITH TAPCONS CNG'+NECR ' 3/16" DIA 1APCON MANUAL MARTINEZ BB DATE:12/73/01, wscl" CIVIL SCALE: DING. "'U HPO MIHPO0 3 R. REG. ND: A71 P.7 REV. LETTER. c..rrl. ... - PLANS REVIEWED CITY OF SAN RD HOMES IN PARTNERSE'IP, INC. Self -Help Housing 235 rEast STH Street POST OFFICE BOX 761 Apopka, Florida 32703 (407) 886-2451 (407) 886-5304 fax September 16, 2005 CITY OF SANFORD BUILDING DEPT. PO BOX 1788 SANFORD FL 32772-1788 To Whom It May Concern: Homes In Partnership, Inc. authorizes Willy Subbs to represent us in submitting building applications and receiving information and permits for housing projects in the City of Sanford. If you have any questions, please feel free to contact me. A. Clinger Construction Director jwtoo McGough myc a 0M'J'Sjw ow0044 +a F¢ Ecpices May 21, 200