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HomeMy WebLinkAbout343 Placid Lake Dr (5)if 7 Permit # : cx Job Address: Description of Work: _ Historic District: CITY OF SANFORD PE!_KMIT APPLICATION Wo REMOVE & REPLACE o Zoning: 61 1jDate: j Permit Type: Building XX 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: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: v -V W l C I C (Attach Proof of Ownership & Legal Description) nOwnersName &Address: Phone: z1ol 3 Contractor Name & Address: REBECA BERNARD/LOWE' S COMPANIES, 8529 S. PARK CIRCLE, SUITE 430, ORLANDO, FL 32819 MPI A RM iStat L' a seuNu b : - CR C057468 Phone &Fax: 7-467-2643 407-327-0910 C nt t P rs ' Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA _ Address: .. Architect/Engineer: NA ¢ _ .4 one .. Address: I Via:: ' Application is hereby made to obtain a permit to do the work and installa n h ura c iwo work of 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 verification that I will notify the owner of the property of th9-, nts of F rida Lien Laf,S 713. Signature of Owner/Agent Date o Con tractor/A ent ate 6</ 'e. Print Owner/Aeent's Name Print-Contractor/ARent's Name Signature of Notary -State of Florida Date of DEBBIE BLANTON V COW,1SSIO Owner/Agent is _Personally Known to Me or Wt p V somlq v to Me or 25, 2007ProducedIDLI-&RQQ3pcedVFt NotAry Discount Assoc. co. APPLICATION APPROVED BY: Bldg- 7 ` L Zoning: Utilities: FD: Initial A: Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Improving Home Improvement: 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: 2. 4 GS To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home Centers, Inc. to be my lawful r, attorney in fact to act for me and apply to V 6 for a I "`Ly a 5 permit for work to be performed at a location described as: Address of Job) ji I c 1 G`'` 1• Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Rebeca Alicia Banuelos-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 Sworn to and subscribed before me this 3 day of,2004. No.public 6)dL6z,-'1 v My commission expires Rebecca Vebz MY COMMISSION # DD174963 DMS January 12, 2007 BONDED THRU TROY FAIN INSURANCE INC Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvw JOHnsom, CFA, ABA PROPERTY APPRAISER SEMINOLE CCU NT1r Ft- 1 101 E. FIRST ST sAMFoTto FL3277t-14M 407.665-7505 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 02-20-30-520-0000- Parcel Id: 0220 Tax District: S1-SANFORD Depreciated Bldg Value: $83,842 LOSO FRANK J & 00 Depreciated EXFT Value: $1,836 Owner: Exemptions: SUSAN M HOMESTEAD Land Value (Market): $18,000 Address: 343 PLACID LAKE DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 JustlMarket Value: $103,678 Property Address: 343 PLACID LAKE DR SANFORD 32771 Assessed Value (SOH): $87,789 Subdivision Name: PLACID WOODS PH 1 Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $62,789 Tax Estimator 2004 VALUE SUMMARY SALES Tax Amount(without SOH): $1,618 Deed Date Book Page Amount Vacllmp 2004 Tax. Bill Amount: $1,234 WARRANTY DEED 07/2001 04138 1645 $90,000 Improved Save Our Homes (SOH) Savings: $384 SPECIAL WARRANTY DEED 03/1997 03218 1886 $82,000 Improved 2004 Taxable Value: $60,232 WARRANTY DEED 01/1997 03181 1252 $155,500 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 22 PLACID WOODS PH 1 PB 51 PGS 23 LOT 0 0 1.000 18,000.00 $18,000 THRU 29 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1997 6 1,406 1,680 1,406 CB/STUCCO FINISH $83,842 $86,883 Appendage / Sgft GARAGE FINISHED / 266 Appendage 1 Sgft OPEN PORCH FINISHED / 8 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2002 240 $1,836 $2,040 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recent!y purchased a homesteaded property our next ear's p operty tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web, seminoie_county_title?parcel=022030520000... 2/22/2005 2200.5--921657-INSTALLED SALES P 6/7 CONTRACT 01377850 INSTALLED 6ALE. SPECIALI i Nl1tlNtiEt1 ) - _ i l :)„ r the { jtzt G.,STREET A17DFiESS gTREST ADDRESS d ra ,.. / M STORENO, _ fir / r (] r : G ail f..... ... .... TAT6 Z1P y srgTE_ 0J ZIPrar9tl.. g YYnt. irTELEPHONE 9i I r FI FPHONE v7 iF .. ....,...^^ r_^T^^t -..... .... _ I +. .. 0AN Ii' :• 7 LCC NS .REG r r5 -i I l i t LOWE's CON FRACTOn uutNut SE NelsiXtH" cF i ]l;§i cAbN () ,f ( ) I ca•Rc }(ry )( li"3' di'" i'—zU This is a contract between Lowe's (as defined In the Tanns and Conditions) ("Lowe's"), and the above -named Customer for the Installation of goods a the Customer's residential premises (the "Premises") a[ the following ins. don address: sTAYE zaP STRELT ADDRESS CfTV r ` r - Lowe's to arrange normal installation of the following door(s): / Exterior _ l% Interior _ , ,P/rehung Unit _1G-Slab For warranty to be valid - Item Number RH LH UQ Customer must flnf6l r frame and all s& (6) sides of door J Door( s) Size 36 x 80 32x80 Other Size -- immediately (within !$ days) Item Number RH LH after Installation. Door(s) Size 36 x 80 32x80 Other Size Customer ini Vale - Delivery of Door Yes No (check one) Haul away of any debris related to installation: Yes No (check one) Basic Installation includes the following: Normal Installation of door in same size square opening in good condition Installation of hardware with pre -bored door Reinstallation of present casing or customer provided new casing Clean-up of job -site Basle Installation does not Include the following: Retramirig or alterations to existing structure or carpentry work resulting from old or damaged structure Any reinstallation of Burglar Alarms Any painting or staining or finishing of new door unit Reinstallation of Screen or StorM or Security Door Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor items can be contracted at an additional cost and must be specifically listed in the additional specifications block on this contract S!-' r;• rs:,,,::,:'"; Ir .;:'e,.,.•: , --+ua a{aril ..a r ; r I f x" '.0 5 r{a s ea Is% rr. t{r x ,,,1 u ' ...Yl: Additional Speclitleatlons.- The Environmental Protection Agency (EPA) has requested that a ;+s MaYls , CJ Lowe?* rlatf , il Natiortctl---- .ers that a lead-beeed VMnt'hazardmay eMel in dwelliings:buiit -Tax prior to 7978- See pamphlet EPA 747-K-99-001 for details- iY Labor Tax iris a; Total . r 71 t} - Where Opp11a61b1e labor le ta>.n6b cheek local to raedriations NOTICE TO CUSTOMER All Items listedinthiscontractandspecificationsheel(s) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. Thisassumessoundexistingsubstructures, superstructure and points of attachments. Extra labor er material Incident to Installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to b'e billed at extra cost to customer. DO NOT SIGN THLScCONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OFTHISCONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REV SE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT, E TIME OF SIr.J WITNESS R HAND( SE THIS DAY OF seal) Wi Owner r ( seal) _. .. (Seal) Spouse and tAe geb! exmsigRa sr---«3.-^-.• tracSecrwivMs st73-C:orpnrsbE+4.: : = - 90900 (Rev. 7102) FILE COPY 407-436-40 TMPN 1657-INSTALLED SALES pAGLP 021,10/2005 18:12 9845326217 wmer Ell 6le- Q's4AY", rcs"q-rx,s or b 0-4% C% K M I A M I DADE MIAMI-DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUTM 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION 305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION 305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION 305) 375-2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Outswing Opaque Single w/sidelites Residential Insulated Steel Door under Chapter 8 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, modify, 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.: 01-0314.21 EXPIRES: 04/02/2006 Raw xocinguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office s045000I\pc2000\ltemplates\notice acceptance cover parrot Internet mail address: postmaster@buildingeodeonline.com 9Homepage:http://www.buildingeodconline.com 01 Premdor EntrySystems ACCEPTANCE No.: 01-0314.21 APPROVED • JUN 0 5 wit EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.23 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 -Dade 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 6-8 S-W/E Outswing Opaque Single Residential Insulated Steel Door with Sidelites- Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EW-0, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Wood Edge Single Door with Sidelites in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115101, 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. These 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. 4. -INSTALLATION 4.1 The residential insulated steel door and its components 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 system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. 6.1 BUILDING PERMIT REQUIREMENTS Application for building permit 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. 1.3 Any other documents required by the Building Official or the South Florida Building Code SFBC) in order to properly evaluate the installat' n of this system. Manuel rez, P.E. Product Cont!qiiaminerProductontrolDivision Premdor Entry Systems ACCEPTANCE No.: 01-0314.21 APPROVED AIN 0 5 EXPIRES : April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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 shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 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 sealed 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 a 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 1, 2 and this last page 3. END OF THIS ACCEPT CE Manuel erez, P.E., Product Co o xaminer Produc ntrol Division 3 PREMDOR (ENTERGY BRAND) WOOD EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD OUTSWING) 100' MAX 4" MAX 4" MAX ' MAX 4• MAX MAX 3' MAX 3" MAX 15' 3' MAX 14' 3' MAX r4' MA rmAX_, 7 MAX q• 15' MAX 11.9 15' .MAX O.C. A HG 15' B 7116' 4 14' Di lsC HN MMAX,%'' t5' 15' MAX 15" MAX MAX 43 1 16' TOP OF DOOR TO f1 LOCK 31 Y16' (' M KVIKSET EAOHOLT MODEL 660 SERIES OR HARLOC DEA BOL M00EL 820 22" 64' MAX I,LO KWIKSET LOCKSET MODEL L200 SERIES OR HARLOC LOCKSET MODEL 100 31YW[ IN was 14' MAX. 14' l5'_l5' 15' MAX MAX MAX MAX MAX B10 x 1 1/2' MINIMUM EMBEDMENT 14) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS 1 1/2' MINIMUM EMBEDMENT NOTET5)LES 80 11/16' A 6" AX 15' C nAX 4" MAX 3' MAX 3' MAX MAX NOTES 3' MAX 3' MAX L) VOOD BUCKS BY OTHERS. MUST BE ANCHORED4' MAX MAX 4' MAX MAX PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 8 x 1 3/4' F.H.W.S 2J THE PRECEDING DRAWINGS ARE INTENDED TO 3) PER SIDE FROM QUALIFY THE FOLLOWING INSTALLATIONS. JAMB INTO THRESHOLD A. WOOD FRAME CONSTRUCTION WHERE DOOR V llSYSTEMISANCHOREDTOAMINIMUMTWOBYWOOD OPENING B. MASONRY OR CONCRETE CONSTRUCTION WHERE R.H. OUTSVING LH OUTSVING DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. 3 ALL ANCHORING SCREWS TO BE 410 WITH MINIMUM 1 1/2' EMBEDMENT INTO VOOD SUBSTRATE OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT INTO MASONRY. INOS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY @2 4. UNIT MUST BE INSTALLED WITH 'MIANI-DUDE COUNTY OVERHANG SUCH THAI THE ANGLE BETWEEN THE EDGE OF CANDY OR OVERHANG APPROVED' SHUTTERS TO SILL IS LESS T1MW 45 DEGREES. UNLESS UNIT IS INSTALLED DI 5 THREE STAPLES PER SIDE JAMB INTO HEADER EN SIDELITES MDNHABITABLE AREAS HERE THE URT AND DE AREA ARE DESIGNED TO AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. ACCEPT WATER INFRTRATIOR 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. 7. DOUR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE mlauAfuNm[ m[ ° FE on wm m mn.a: CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUSTINHIPAINTWITHA 9. FBITIVERAMES SHALLLRBEPREPAINTEDDWITHILM ANACRYLICSLATTEEXaVATFR-BASED/ H N Y Y VATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 08 TO I2 NIL. WEflff® 6. U A N WATER pF0.1RAT101 0110' EI[Nf a tEEDEB MERE WATER-0l0.TRATmN REgTREIOiT IS MIT NEEDED itiW s APPRI) EGASCOMPLYING WITH THE SOUTH Ft()RIgA WILDING CODE DA JUir Z/ - L BUILDING CODE CAYPLIANCEOFFTCE ACCEPTANCEND. 01P03/9 2 1/2' GLASS BITE rvrrornO SEC; I IUN A -A T S` / T n G OTHER CONFIGURATIONS GLAZING DETAIL J / 1 I J rn 11— APPROVED AS COMPLYING WITH THE SOUTHA,IfjLD DE DA JUIV j SY PRODU T ROLOIV "N BUILDING CODE COMPLIANCE Of ACCEPTANCE NO. 01 — 03 114. L. I 1s• 1/4' SHIM MAX r- 3/4' MATERIALS LIST 2 BY WOOD BUCK ITEM NO, DESCRIPTION PART NUMBER COMMENTS 17 Q WOOD HEAD JAMB EW-12 1 1/4' 1 4 9/16' MTL. TO BE PINE OR EQUIVALENT COMPRESSION WEATHERSTRIP - 4 LOCKS REEN BRAND I 5 , 6 80 11/16' MAX EXTERIOR 79 5/16' MAX 1 3/4' 4 9/16' SECTION B-B 1 1/4' © WOOD STRIKE JAMB FW-10 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 4 ALUMINUM -BUMPER THRESHOLD EW-13 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EW-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 6STEEL SKIN 26 go, (017 +104 -AOD) MIX 1 OOEA IE I ml j) 7 PnLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CHANNEL EW-04 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9 WOOD LOCK BLOCK EW-08 4' X 9 1/2' MTL, TO BE PINE OR EQUIVALENT 0 STRIKE STILE EW-07 15/16' X 1 11/16' MTL, TO BE PINE OR EQUIVALENT 11 HINGE STILE EW-06 15/16' X 1 11/16' MTL, TO BE PINE OR EQUIVALENT 12 LOCK PREP FILLER PLATE EW-09 PREMDOR BRAND - .050' THICK- MTL TO BE POLYETHYLENE 13 4'x4' HINGE EW-15 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB FW-II 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT IS #10 x 3/4' F.H.W,S, (4) SCREWS PER HINGE INTO DOOR 16 #jQ X 2' F,H.W.S. 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE. 4' DOWN FROM TOP MAX IS' O.C. THEREAFTER M NINTERIOR6•PFHTAK V/XI M/'MDMENT REFER TO ELEVATION VIEW, FOR X OF SCREWS USED AND LOCATIONS IB SIDELITE WOOD STILE EW-07 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 28 x 2' F.H.W,S. (2) SCREWS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 010 x 1 3/4' F,H.W.S. (5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, MAX IS' O.C• THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP MAX 8' U.C. THEREAFTER 4) SCREWS THROUGH EACH HINGE INTO DOOR JAMB J WOOD SIDELITE JAMB EW-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EW-19 TEM RlaLLLF D LAREASSINYPROPYLENERAM - DC- 4 - ( L-2 MPERED GLASS 1 1/4' SIDELITE TRIM (WOOD) EW-20 5/16 x 1/2' MTL, TO BE PINE OR EQUIVALENT WOOD CASING EW-21 FOR SIDEMBY SIDE JAM SE A$ MEM ION$N - TEM$ A MOLDINGS US WOOD SIDELITE HEAD JAMB EW-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EW-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME T XC EU ti' OI OC TH RE AFTER. A AN N O PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' DG THERAFTER, USED ON MULLIONS ANB TRIM DOW SILICONE #995 LIMITS LPaESS NOTED, FRAC. DEC, 1 ANG, B DADE COUNTY MODIFICATIONS 1/11/01 JD EXTRUSIONS. LNLESS NOTED, STB COML. TOLE. A DDED PAGE 5 IDOOR OPTIONS) m-i•ee R APPRQVWA{S COMPLYING VV RQIi NTHE SOUTH FX'1 U f LIIW. ACCEPTANCENO.+`03/4.2 LTR, I REVISIONS I DATE I BY PART NAME R. BY R.S, I DA HAT'L SCALE! IREMDOR ENTRY SYSTEMS 31-1020-Ew-o 911 SJGOSHEET 3 0E 6 PITTSBIRO,KS.KS. 66762 REVISION LETTER 9 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" n 79 3/16" INTERIOR MAX 80 11/16" MAX 2 BY WOOD BUCK SECTION C-C 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EW-0 SHEET 2 OF 6 1 1/4" DOW SILICONE #995 APPROVED AS COMPLYING WITH THE DATE FlpgWq a" J1I11 U (J PRODU T ROL DIVISION 6UILDIN CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0I'03 1 V° LI 683/4'MAX ETHER DOOR CONEIDURATONS 4' MAN 4' MAX 4' MAX--3' MAX 4• MA% 3• MA% 4' MA 15' MAX 3• MAX I4 NAX 68 7/+• Max MA% !' MAX 4• MAX II I rMAX 3' MA 3• MAX !• MAX _ 3' MAX IS' MAX l5' 4' MAX —I L 1A• IS' MAX MAX MAX O.C. NA NA% I II IS' MAX II--4' MAX 15' 15' MAX D.C. p% O.C. 15• MAX 0 80 t /16' 15, MAX O.C. MAX Q W MAX 60 11/l6• 0 15' MAX QC. MAX D.C. 15' MAX L11 15'MAXD.C. Oy 4 A% 37 1/2' MA% l5• 15' I IL-14. 14• I MAX 4• NAX 4'MA% MAX 144' 6• MAX 3' MAXC. 3• NA% 4• XMqXMAX3• MA% 4• MAX 44' FMAXMAXrNAX3' MA4' 15' MAX 4• MAX —I LMAX 3' MAX D.L. a\ 4' MA% —/ y\ 4' MAX 15' MAX 100' MAX O.C. 4• MAX MAX O.C. O MAX 3• MAXaC. l3' 3' MAXD.C I r4 MAX 15' 14•J L-14• I MAX MAX 6• Ma% 15' MA% 16• X 4• Max 4• MA% 15; MAX 15' EMTRUSI0 U LESSEN TEO, .M14 C@Yl. i[x ITR. REVISION PPRO"WAS COMPLYING WITH THE 6• ,Ax RT KW: X SOUTH FL()tjlpl (iL11 11 E _ _ A L MAX BY PREMDUR ENTRY SYSTEMS 31-10 0-EW- PRODU T NTROL DIVISION 911 E. JEFFERSDI SHEET 5 OF 6 n BUILDING CODE COMPUANCEOF E PITTSBURG KS. 66I62 JL / \ I ACCEPTANCE NO, 01- 031 H, 21 REVISION LETTER D.L. MAX 4• MAX MA% y MAX— 3' MA% 3' MAN 3• Ma% 4• MA l5• 14' MAX-1 MAX 4• MA% II I rMnx 1 II MAXwax MAx-1 L1y aL. MA 1S' NA% NAx MAX0.F p BO I1MAX MA O MAX MAXNAXO.L. y r4 MAX IS' ILMA%J LMA% I II MAX MA%MAXI•MA3'MA1177=11 3'MAX/• MAX 4• NA% e ETHER DOOR PANEL STYLES 36" I —MAX 79 /16" G 013MagopponUa1313 BLANK TOP 6- PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL 4-PANEL ETHER SIDELITE STYLES 3 0 " I' — MAX 79 / 16" ' M X o 0 SL-10 SL- 20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B 00 g00 0o0 o II 9 00 00D90 PD-1 PD-2 PD-7 PD-8 FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW W/SCROLL 0 I SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B 00 00[ED UO' D 00 PD-9 PD-10 PD-ll PD-12 PD-13 PD-14 1 1 lil I' 111 II 11 li lio 111 iii 111' ' EE UI111 jnl; m w111111IU I111111111111 PD-29 •D0 PD- 31 Q® 000 0 o 10i a ova aao aoo mo00PD-35 PD-36 PD- 37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B 13 SL-90C SL-308 SL- 30C SL-70 SL-6D A I I PD-15 PD-16 PO- 17 M O a s a PD- 32 PD-33 PD- 34 q g 5 Florida Building Code Online Page 1 of 2 w A 1 f Overview Product Search Organization Product Search Application ter Use Public User - Not Associated with Organization- t Need Help ? Application Date Submitted: 08/04/2003 Product Manufacturer: Masonite International Address/Phone/email: One North Dale Mabry t Suite 950 jREN Tampa, FL 33609 t Technical Representative: Steve Schreiber Technical Representative Address/Phone/email: I Premdor Drive i Dickson, TN 37055 I 615)441-4258 sschreiber@masonite.com i Category: Exterior Doors f Subcategory: Swinging L161m Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Secteon . _Standard :Year TAS201 1994 6 s TAS202 1994 TAS203 1994 I Certification Agency: Intertek Testing Services - ETL/Warnock Hersey MGMQuality Assurance Entity: Validation Entity: Authorized Signature: Steve Schreiber sschreiber@ma.sonite.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded:- http://www.floridabuildiniz.orv-/Dr/pr detl.asv?IPT=l9&fin=ROSrch 8/2/2004 Florida Building Code Online Product Approval Method: Application Status: Date Validated: Page: Go L Page 2 of 2 Method I Option A Approved 08/ 11 /2003 Page I /.1 pp/Se product Model # or Name Model Description Limits of Use 19.1 eta] -Edge Steel Door Units None Known n(4' AAMA/NWWDA 10VLS.2-97 TEST REPORT SUMMARY Rendered to: BE HOME PRODUCTS, INC. SERIES/MODEL: 3240/4240 TYPE: PVC Single Hung Window Title of Test Results Rating H-R40 48 x 78 Overall Design Pressure 40 psr Operating Force 26 lb max. Air Infiltration 1 0.12 cMeWaterResistance006.001 Structural Test Pressure 70. De Pas Forced En Resistance Grad Reference should he made to Report No. 01-40030.05 for complete test specimen description and data- M. For ARCHITECTURAL TESTING, INC: T; ;' :''r.. Mark A. Hess. Technician' LQ MAtkbaw Alf o j II ••h0° .\;, A L .•` 01-40030.05 Page 2 of 5 Test Specimen Description: (Continued) Weatherstripping: DesoiPti Quanti Location 0.250" high by 0.187" Row Interior meeting rail and stiles wide backed polypile with center fin 0.310- high by 0.187" Row Stiles wide backed polypile with center fin 0.270" high by 0.187" 1 Row Interior vertical sill leg wide backed polypile with center fur 5/16" custom single -leaf 1 Row Bottom rail bulb -vinyl 3/16" custom bulb -vinyl Row Meeting rail Frame Construction: All frame members were constructed of extruded vinyl with mitered and welded comers. End caps were utilized on the ends of the meeting rail and secured with two 1-1/4 screws per cap. Meeting rail was then secured to the frame utilizing two 1-1/4" screws. Sasb Construction: All sash members were constructed of extruded vinyl with mitered and welded comers. Screen Construction: The screen frame was constructed from roll -formed aluminum members with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware: Do2d2tiOII Metal sweep lock with keeper Spring loaded coil balance Metal tilt latch Metal tilt latch pin Screen spring -loaded retainer pin 2 7" fiom stiles on interior meeting rail 2 One per jamb 2 Each end top rail 2 Each end bottom rail 2 6-3/4" from rails on stile a a 1 '+V ° s i•ni j iI •° a . . X A MAR cy 2062- i 4` A 'I°Teo°°° f AL iH!!... r1.•tr 01-4W30.05 Page 4 of 5 Test Results: (Continued) ParagMh Title of Test - Test Method Results Allowed 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12.5% 0:50"/1000/o Bottom rail 0.06"/12.5% 0.50"/100% In remaining direction at 50 lbs Right stile 0.03"/6.25% 0.50"/100'/0 Left stile 0.03"/6.25% 0.500/1000% Welded Comer Test 4 comers only, All comers; tested and passed not entire weld Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance Uniform Load Deflection per ASTM E 330-97 Indicators located on the meeting rail) Loads held for 33 seconds) a@ 47.0 psf (positive) *0.67" 0.27" max @ 47.0 psf (negative) *0.52" 0.27" max. Exceeds IJ175 but passes all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Indicators located on the meeting rail) Loads held for 10 seconds) @ 70.5 psf (positive) 0.16" 0.19" max..;„:,.,,. @ 70.5 psf (negative) 0.18" 0.19" %. i ll0. •Y9 Z ~ • t a I A . it T•sr r • ' Z.Z. AZAAc/j 2,0 i ~'•.•, :. 4 ` Csnsrlr rr Mow'" OPmlr11 1. Shim as required at each tnslallahan anchor aerie own. Z. Anchor must be of a length to hays 1 1/1 p A Into mosonry of conaela J• Caulk bslween window flengs and buck. 1Wa+ ®. Caulk lull perimeter of window• unlit roc5, if swaal window Axe is not given, use anchor Qu y Ceu91 Volvo" Dumb next larger window in churl, 9 one Merearl r>ponkho 6• Class Wcknes7 wRl vary with window site and design load, 7. 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C 36 52 1/8 1' 71 1/4 A a C A $, C, 0 1 Florida Building Code Online Page] of 3 o lt tt;aF cci unittyk Af€s€its Application il: FL663 Date Submitted: 10/21/2003 Product Manufacturer: BetterBilt Address/Phone/email: 650 W Market St Gratz; PA 17030 Category: Windows Subcategory: Single Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: AAMA/NWWDA 1997 IOVIS2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: ANDREW BRILL ABRILL@MIHP.COM Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method I Option A Application Status: Approved Date Validated: Page: http://www.floridabuilding.org/pr/pr_detl.asp?IPT=663 &fin=ROSrch 8/6/2004 Florida Building Code Online Page 2 of 3 Go' 0 Page l / 2 A >1 pp/Seq Product Model # or Name Model Description Limits of Use per manufacturer's Flange Frame nstallation instructions. 63.1 165 53x73 R-35 ore information available P+35.3/-47.2 t: www.mibp.com Per manufacturer's Fin Frame Oriel installation instructions. 63.2 165 47x89 R-30 ore information available P+33.4/-42.7 t: www.mibp.com Per manufacturer's Fin Frame Oriel installation instructions. 6633 165 40x9O R-35 ore information available P+35.3/-47.2 at: www.mih _com Per manufacturer's Flange Frame installation instructions. 663.4 165/3000 Oriel 47x89 R-25 ore information available P+25.9/-34.7 t: www.mibp.com Per manufacturer's Flange Frame installation instructions. 663.5 165/3000 R6xOriel -3536x8R ore information available P+ l t: www.mibp.com Per manufacturer's 663.8 165/3000 Fin Frame 52x72 installation instructions. 35 DP+35.3/-43.1 More information available t: www.mibp.com Flange Frame in Per manufacturer"s 663.6 165/3000 Beveled Buck installation instructions. 53x72 R-35 More information available P+35.3/-47.2 t: www.mihp.com Triple with Per manufacturer's 663.7 165/3000 Continuous Head installation instructions. and Sill 106x72 R- More information available 0 DP+24.2/-31.4 t: www.mibp.com Per manufacturer's 663.9 240/4250UP Fin Frame 48x78 installation instructions. 40 DP+47/-47 More information available t: www.mibp.com Flange Frame Per manufacturer's 663.10 240/4250HP 3x63 R-35 nstallation instructions. ore information available P+35.3/-47.2 at: www.mih .com Triple with Per manufacturer's 63.11 40/3740 Continuous Head installation instructions. d Sill I06x71 R- More information available 0 DP+31.5/-39.7 t: www.mibp.com Flange Frame Per manufacturer's 6322 40/3740 Oriel 52x71 R-35 installation instructions. P35.3/-47.2 ore information available t: wwwmih .com Fin Frame Oriel Per manufacturer's 63.23 40/3740 52x7l R-35 nstallation instructions. P+35.3/-47.2 ore information availableFt: www.mibp.com Fin Frame 39x90 Per manufacturer's 63.18 40/3740 35 DP+35.3/-47 2 installation instructions. More information available - ? http://www.floridabuilding.org/pr/pr detl.asp?IPT=663&fin=R0Srch 8/612004 Florida Building Code Online Page 3 of 3 at: wAw.mih .com Flange Frame Per manufacturer"s 663.19 40/3740 7x89 R-35 installation instructions. ore information available P+353/-42.7 t: www.mih .com Flange Frame Per manufacturer's 663.20 40/3740 Oriel 47x89 R-35 installation instructions. ore information available p+35.3/-42.7 t: www.mibp.com Per manufacturer's Flange Frame 66321 40/3740 Oriel 36x88 R-35 installation instructions. p+35.3/-47.2 ore information available t: www.mibp.com Flange Frame Per manufacturer"s 66324 40/3740 2x71 R installation instructions. ore information available P+45/-47.7.2 t: www.mibp.com Per manufacturer's 663.12 740/3740 Fin Frame 52x71 installation instructions. 45 DP+45/-45 More information available at: www.mibp.com Per manufacturer's 663.13 740/3740 Fin Frame 52x72 installation instructions. 45 DP+45/-45 More information available at: www.mibp.com hq://www.floridabuilding.org/pr/pr_detl.asp?IPT=663&fin=ROSrch 8/6/2004