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Home My WebLink About172 Rose Hill TrailI r J La CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ I -7 604 Documented Construction Value: $ 7 Job Address: / 7 2 ose. ri CU JA,,J Historic District: Yes No Parcel ID: 00 "ZO ' .3/ O o U O -G 0 Zoning: Description of Work: 2 4iaj =Q _ dnW UA 1 t Plan Review Contact Person: Ul n L_r4 M Phone: '7 a7 bq 6 r 6 9, U Fax: 76 7 6 7Zf E-mail: Title: I I Property Owner information Ce 921 26 Z - 6 3% 6oNamedru26rciePhone: Street: 17 L SC 91" , Tra 8 Resident of property? City, State Zip: Saafin O&L 060!L4 Contractor Information D 7Namecb1., Phone: Street: City, State Zip: bV 1/hTIn sa24. State License No.: Architect/Engineer Information--•.•._ Information-... r Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: S Construction Type: No. of Dwelling Units: Electrical New Service — No. of AMPS: Flood Zone: No. of Stories: Plumbing. New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 3/13/2012 11:34 AM From: Deckerpoors Fax Number: 4072490710 Page 3 of 3 SCPA Parcel View: 18-20-31-503-0000-0370 Page 1 of 2 Total $864.85 Installed Ci/Sanford TP - stl 321 262-6376 0264 1999 76l 37^e< a.£, 3,::itrxzr.<r,,<::: a Parcel: 18-20-31-503-0000-0370 R Owner: ARCE MARILUZ & JORGE PPRAISER r`:?,Li> 4 C i i,;c.F ?`3• %/, :.CC::3)%e Property tyAddress: 172 ROSEHILL TRL SANFORDi FL 32773 Back < Previous Parcel : ; Next Parcel > Save Layout Reset Layout i I New Search Parcel: 18-20- 31-503-0000-0370 Value Summary Property Address: 172 ROSE HILL TRL Owner. ARCE MARILUZ & JORGE Mailing: 172 ROSE HILL TRL SANFORD, FL 32773 - 7237 Subdivision Name: ROSE HILL Tax District: Sl- SANFORD Exemptions: 00-HOMESTEAD ( 2004) DOR Use Code: 01-SINGLE FAMILY Map Aerial Both , Footprint + .:_Extents _Center, i Larger h9ap ` Dual Map View - External Legal Description LOT 37 ROSE HILL PB 54 PGS 41 & 42 2012 Working 2011 Certified Values Values Valuation Method Cost/ Market Cost/ Markel Number of 1 1 Buildings Depreciated 68, 676 72, 085 Bldg Value Depreciated D(FT Value Land Value 14, 500 14, 500 Market) Land Value Ag Just/Market 83, 176 86,585 Value "° Portability AcUj Save Our Homes 0 s0 AcUj Amendment 1 Adj Assessed Value 83, 176 86,585 Tax Amount without SOH: $922 2011 Tax Bill Amount $922 Tax Estimator Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments Tax Details i....•...............................•----------....................•-•---------........................................................................•-----...............................----....................................--- Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 83,176 50,000 33,176 Schools 83,176 S25,000 58,176 City Sanford 83, 176 50.000 33,176 SJWM(Saintjohns Water Management) 83,176 50,000 S33,176 CountVBondsl 83,1761 50,0001 33,176 Sales Deed Date Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 12/2005 06056 0184 100 Improved No WARRANTY DEED 10/ 2003 05073 0825 133,000 Improved Yes WARRANTY DEED 08/ 1999 03718 0251 S98,100 Improved Yes littp://www.scpafl. org/ParcelDetails.aspx?PID=18-20-31-503-0000-0370 3/13/2012 ations as indicated. Application is hereby made to obtain a permit to do theand installd that all work wl 1 be performed to I certify that no work or installation has commenced prior to the issuance of permit meet standards of all laws regulating construction in this wellsdic lin. furnaces, understand that a separtanks, and must be secured for electrical work, plumbing, signs, , pools, air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. NT WARNING TO OWNER: YOUR FAILURE TO RECORD NTSOTICE OF TO YOUR PROPERTY NA NOTICE MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE OF COMMENCEMENT MUST BE RECORDED AND PO FINANCINGSEDONTHE CONSULT WITH YOUR JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINLENDERORANATTORNEYBEFORERECORDINGYOUR NOTICE OF COMMENCEMENT. e to NOTICE: In addition to the requirements of this permit, there may be additionalmaybe additional permits lrequireld property that may be found in the public records of this county, and therefromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ire in er The City of Sanford requires payment of a plan review fees coy of the not submittedsubmitted, re a contract is rve the right to lulate the to calculate a plan review charge. If the executed contract i plan review fee based on past permit activity levels. Shouldcredit will be applied go your permit fees when the es exceed the documented construction value when the executed contract is submitted, permit is released. 4gnaSit"__ ure_oP0Date genta,// rr Z /CG 4 NOTARY PUBLIC•STATE OF FLORIDA Phyllis J. Nicholas Commission # DD739134 Expires: DEC.14, 2011 gO, ED THRU ATLAN nC BONDING CO., LNC• Owner/ Agent is Personally 2=z w MeProduced ID Type of ID APPROVALS: ZONING: I' UTILITIES: ENGINEERING: COMMENTS: Signature of Contractor/Agent D e Cf- of Notary -State of Iionaa MIDA NOTARY PUBLIC•STATE Nicholas PhyllJV' IS .# DD739134 Commission EC 14 2011 Expires: DomGco.,L C. gp THRUATM,A.nONU Contractor/Agent is Personally Known to Me or Produced ID Type of ID FIRE: WASTE WATER: BUILDING: Rev 11. 08 6112/2011 3:51 PM From: DeckerDoors Fax Number: 4072490710 Page 1 of 1 Seminole County Property Appraiser Get information by Parcel Number Page I of 1 otal $ qqo, qq ETA 6/19 Ci/Sanford TP - stl 321 262-6376 0264 1999 1 PROPERTY iF 1% %1' A00fiA.19ER F.J Z' e, VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 18-20-31-503-0000-0370 Number of Buildings 1 1 Owner: ARCE MARILUZ &JORGE Depreciated Bldg Value 72,085 92,886' Mailing Address: 172 ROSE HILL TRL Depreciated EXFT Value so, 0 CIty,State,ZIpCode: SANFORD FL 32773 Land Value (Market) 14,500 16,000 Property Address: 172 ROSE HILL TRL SANFORD 32773 Land Value Ag 0 0 Subdivision Name: ROSE HILL Just/Market Value 86,585 108,886 Tax District: St-SANFORD PortablityAdj 0 0 Exemptions: 00-HOMESTEAD (2004) Save Our Homes AdJ 0 0 Dor: 01 -SINGLE FAMILY Amendment 1 Adj 1 01 $0 Assessed Value (SOH) 1 $86,5851 108,886 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 86,585 50,000 36,585 Amendment 1 adjustment Is not applicable to school assessment) Schools 86,585 25,000 61,585 City Sanford 86,585 50,000 36,585 SJWM(SaInt Johns Water Management) 86,585, 50,000 36,585 County Bonds i $86,5851 50,0001 36,585 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vacnmp Qualified 2010 VALUE SUMMARY QUITCLAIM DEED 12/2005 06056 0184 $100 Improved No 2010 Tax Bill Amount: $1,378 WARRANTY DEED 10/2003 05073 0825 $133,000 Improved Yes 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED08A999037180251 $98,100 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: FP _ick7l LOT 0 0 1.000 14,500.00 $14,500 LOT 37 ROSE HILL 1313 54 PGS 41 & 42 BUILDING INFORMATION Bid Nurn Bid Type Year Bit Fixtures Base 8F Gross SF Living SF Ext Wall Bid Value Est. Cost New Building I SINGLE FAMILY 1999 8 1,263 1,784 1,263 CB/STUCCO FINISH $72,085 $75,482 Sketch Appendage I Sqft OPEN PORCH FINISHED/ 77 Appendage I Sqft OPEN PORCH FINISHED /24 Appendage I Sqft GARAGE FINISHED 1420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch FinishedBase Semi Finshed Permits TE: Assessed values shown are Nor cerfiffied 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. littp://www.scpafl.org/web/re web.seminole county title?parcel=18203150300000370&c... 6/12/2011 QUOTE Store 0264 LAKE MARY 4600 W LAKE MARY BLVD LAKE MARY, FL 32746 Phone: (407) 333-9650 Salesperson: A0H5XB Reviewer: Nano Homo Pha•ia AR+CE MARILUZ (321) 262-6376 d ro86 172 ROSE HILLTRL WbrkPhzm corrmy,yaamc Gh SANFORD JvbMscr(ctlor FRONTDOOR Sue FL zP 32773-7237 r--nty SEMINOLE Pagel of 6 No. 0264-319764 QUOTE 2011-06-1011:10 Prices Valid_ihru:_ 06117/2011 INSTALLER DELIVERY #>*1 sqhi1AlimitthegaanS4esofinerrhandiseMERCHANDISEANDSERVICESUMMARYsoldocstomerri REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION TAX PR A-G EXTENSION R03 827-670 1.00 EA EIO 36X80 LH PREM 6 PNL PH ISNBM -- N o 119.00 119.00 R05 565-447 21.00 LF CASING WM366 PFJ 11116X2-1/4 0.83 17.43 R06 155-400 3.00 EA 1X6-8 PT APPEAR WEATHERSHIELD 4.97 14.91 R07 338-591 14.00 LF 988 MULLION CASING PINE WSX1-3/8 N 0.87 12.18 R08 136-960 2.00 EA 314X1-1/2X8FT PVC BOARD REVERSIBLE N 6.221 12.44 R09 522-661 1.00 EA E/016OZ WINDOW & DOOR GREAT STUFF N 5.981 5.98 O - MDSE TO BE DELIVERED: REF # S02 (MATED ARRIVAL DATE: 0 6117/2011 REF # SKU QTY UM DESCRI TAX PRICE EACH EXTENSION S0201 639-016 1.00 EA 1 « 14 3/8` X 82114" - D, R.O. / {#1 IBIIIBQfQAPRODUCTCATEGO D0ORS,QAMANUFACTURER-= J2LD- WENWiNDOWSDOORS- DOORSYSTEMS,0- A - COEE(TP),QALOCATIONPHONENUMBER=1.8 00.925.3667, QAP PE=SID ELI TES,QAMATERIAL=STEEL,QAS 10 ELITE CONFIGUR — DSIDELITEINSWINGMAT N 239.00 239.00 CONTINUED ON NEXT PAGE •*` cc LU CL Page 1 of 6 a No. 4264- 319764 Customer Copy co N is a 0 0 N n a E z' W C 0 0 d YuNO E0 IL x W lzt10 tVC} 00 L[S QUOTE - Continued Last Name: ARCE Page 2 of 6 No. € 264-319764 INSTALLER DELIVERY #1 ConUnued) FIEF #101 — 50202 639-016 1.00 EA I (CONTINUED) / (CONTINUED) N 0.00 0.00 CH, QASIDELITEWIDTH=12",QANET UNITWIDTH=133/8",QAROUGHOPEN INGiWID TH= 14318",GAS I D ELIT EH E IG HT=80",QAN ETU N I TH E I G HT=81314", QAROU G H OPE N I NGH EIG HT=;B21/4",QAflUALIFYFORSTIMULUSTAXCREDITOPTION=(ALLPRO DUCTS), QADOORFINISHTYPE=NONE QASIDELITEIN S0203 639-016 1.00 EA CONTINUED) / (CONTINUED) SERTTYPE=NON- N 0.00 0.00 DECO RT,QASIDELITEINSERTGLASSTYPE=STANDARDGLASS,QAS IDELITELAYOUT= 1-PANEL-8X36,QASIDELITEINSERTDESIGN=1- LITE, QASIDELITEGLASSO PTION=LOW"E"TEMPEREDI.G.,QASI DELITE FRAM ETY PE=- WHITEVINYLFRAME CIAJAMBWIDTH-49f16" QA 50204 639-016 1.00 EA CONTINUED) / (CONTINUED) JAMBSPECIE=FINGER- J01NTEDPRIMED, OABRICKMOLDSPECIE=NONE,QASILLTYPE=FIXED,QASILLFI N 0. 00 0.00 N ISH= ALUM I N UM, QAR EO RD E R=NO,QASKU=639016IS/OSTEE L EXTE RI O RDOO RS-7DAY, CHECKSUM=33939!EQI1 P8361 LITEWVCLRLESTDSTEEL1280:14 318" X 82 1/ 4" - D R.OMMIGE S0205 639- 016 1.00 EA CONTINUED) I (CONTINUED NERIC=DB01070, EN_ID=D,G N_PRODCAT=B,GEN_CONFIG=01,GEN_PRODLI N 0. 00 0.00 N E= 07,G E N_G LAZI N G=O, U NTY=057, U NTS=8, UNTF=B, U NTT=P, PACK= E, S 1: C SC T=X, SI : GLAZ=1,S I :I N H 1=0000 , S 1: FNSH=00 , S 1: W I D H =0100, S I: W PRF=00,S 1: HG HT=0608 S1:HPRF=34 S1:CORE=E S1:ISWD= Y 50206 639- 016 1.00 EA f (CONTINUED) / (CONTINUED) N 0.00 0.00 0800,S1: ISHT= 3600,S1:INDE-0001,S1:INFR=VN,SI:INSH=00,SI:INGT=C,SI :INSF HP,S 1:I NTN=1, S1:I NO1=0,S1:INT2=00,S1:=WA,SI :UNTS=8,SI:HDW1=00,S 1: LAE, L=fl, S1:HGHG=00,S1:HNDG=0,FI:UNTY=057,F1:UNTS=8, F1:UNTF=B, F1:UNTT=P F1:HDW1= 00.Fl:JOWI- 10 S0207 639- 016 1.00 EA CONTINUED) / (CONTINUED) O,FI:JAWD=4 N 50.00 0.00 9/16, F1:JATY=•K2, F1:JSPE=PR, F1:JACR=D, F1:JART=O, F l :JAWS=0, F1:JASI=VA,F 1:JATE= 00,F1:JATI=00,F1:BMSL=NO,SL_PANEL_PG--I P836,STORENUMBER=02 64,STORESTATE=, BYO,MKT=,ENTITYLIST=,ENTITYFOUND=NO,MQSENT TP, ENTITY= VEASION= 2.21. S0208 639- 016 1.00 EA CONTINUED) I (CONTINUED) N 0.00 0.00 1,DATECREATED= JU N 12011, PRICECOD E=1 P8361 LITEWVCLRLESTD STEEL128 O,REORDER= NO!EMlIBCIPLANT CONTACT NUMBER: 1.800. 925.3667!BIC!COMMENT-CODE=LOCAI'ION, COMMENT-TEXT=FRONT DOOR!EIC!! EC!!El! I BASE r N O J 4 o Page 2of6 N No. 0264- 319704 Customer Copy O 9 i D QUOTE - Continued Last Name: ARCE Page 3 of 6 o INSTALLER DELIVERY #1 ca,s uec REF 4101 VENDOR -SPECIAL INSTRUCTIONS: DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. Co IwJii C- NOTE: UPON RECEIPT OF ALL S/0 MERCHANDISE; - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL INSTALLATION #1 No. 0264-319764 R E F # 101 MERCHANDISE TO BE INSTALLED: REF # SKU OTY UM DESCRIPTION R03 827-670 1.00 EA EtO 36X80 LH PREM 6 PNL PH ISNBM R05 565-447 21.00 LF CASING WM366 PFJ 11116X2-1/4 R06 155-400 3.00 EA 1X6-8 PT APPEAR WEATHERSHIELD R07 338-591 14.00 LF 988 MULLION CASING PINE 318X1-3/8 R08 R09 136-960 2.00 EA 314X1-1/2X8FT PVC BOARD REVERSIBLE 522-661 1.00 EA E/O 16OZ WINDOW & DOOR GREAT STUFF S0201 639-016 1.00 EA 14 318' X 82 1l4'-D. R.O. S0202 639-016 1.00 EA CONTINUED 50203 639-016 1.00 EA CONTINUED S0204 639-016 1.00 EA CONTINUED S0205 639-016 1.00 EA CONTINUED S0206 639-016 1.00 EA CONTINUED 50207 639-016 1.00 EA CONTINUED S0208 639-016 1.00 EA CONTINUED BASIC INSTALLATION LABOR: CONTINUED ON NEXT PAGE' r L cn J Page 3 of 6 a N J No. 0264-319764 Customer Copy O m a 3 n aV 77 N 0E X L M M xw W V CQ QUOTE - Continued Last Name: ARCE Page 4 of 6 No. 0264-319764 INSTALLATION #1 Continued) REF #101 SKU I DESCRIPTION I QTY I UM ITAXI PRICE EACH I EXTENSION B96 a0i EXTERIOR DOOR-NAT/PRE-HUNG DOOR UP TO 36X96 1_[30 EA N 287.00 28?W00 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM _ TAX PRICE EACH I EXTENSION 8 INSTALL FIXED SIDELIGHTS NOT PART OF PRE -HUNG DOOR UNIT PER LIGH 1 1.001 EA N 88.001 S88.00 CUSTOM LABOR SELECTED INCLUDES:_^_ J_ OPTION DESCRIPTION QTY UtA I TAXI PRICE EACH EXTENSION 1 I ShIAVE HEADER OF UNIT TO FIT OPENING 1.001 EAJ N 4 .00 S45.00 INSTALLATION SITE NAME: ARCE MARILUZ INSTALL LABOR CHARGE: 420.00 ADDRESS: 172 ROSE HILL TRL TRIP CHARGE: $0.00 CITY: SANFORD STATE: FL 27P: 32773-7237 CREDIT FOR DEPOSIT/MEASURE:1 $50.00 COUNTY: SEMINOLE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR -N INSTAt-L TOTAL $370.00 PHONE: 321 262-6376 ALTERNATE PHONE: BASIC INSTALLATION LABOR INCLUDES: PRE -INSTALLATION AND JOBSITE MEASURE FEEAPPLIED TO EXISTING DOOR PURCHASED INSTALL INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMIBRICKMOLD DELIVERY OF DOOR AND ALL JOB RELATED MATERIALS BY OF THE NEW DOOR WHEN THE CASINGITRIM IS THE SAME SIZE OR INSTALLER (UP TO 30 MILES FROM SPORE) WIDER (CUSTOMER PROVIDES) REMOVAL OF EXISTING DOOR UNIT INCLUDE NION-COLORED STUCCO PATCH UP TO 4- FROM JAMB AFTER INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT EXTERIOR MOULDING IS INSTALLED. WHEN APPLICABLE INSTALLER TO PROVIDE NECESSARY FASTENERS. SHIMSAND PRE•14UNG DOOR UP TO 72X96INCLUDES DOUBLE DOORS AND DOORS CAULKING WITH SIDELIGHTS (FACTORY MULLED) INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON ADJUST DOOR TO ENSURE PROPER OPERATION CARE DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 STUCCO PATCH GREATER THAN 4- PAINT AND STAINING CONTINUED ON NEXT PAGE *"* r fV 0 Page 4 Of 6 N 3 No. 0264-3 `t 9764 Customer Copy a7N O N m Ln a QUOTE - Continued Last Name: ARCE Page 5 of 6 No. 0264-319764 INSTALLATION #1 Continued} REF *101 INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEM&WIRING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK SPECIAL NOTES: AN ADULT OVER 16 YEARS OF AGE WITH THE AUTHORITY TO MAKE BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION RESPONSIBILITY OF THE CUSTOMER. CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA THE INSTALLER WILL PROVIDE THE MANUFACTURER'S PRODUCT ELECTRICITY MUST BE ACCESSIBLE TO THE WORKAREA MANUAL AND WARRANTY CARD TO THE CUSTOMER. PLEASE REFER IT MAY BE NOISY DURING YOUR INSTALLATION TO THIS FOR WARRANTY REQUIREMENTS AND MAINTENANCE CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING RECOMMENDATIONS. SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES WORK ON SUNDAYS OR HOLIDAYS IS NOT AVAILABLE THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA END OF INSTALL #1 INSTALLATION #2 REF# 110 _ - BASIG INSTALLATION LABOR: SKU — DESCRIPTION `—`- - - CITY UM TAX PRICE EACH EXTENSION 114--442 BUILDING MATERIALS PERMIT FEE- NATt 1 0.001 EAl N I so-oilSO.00 OPTIONAL LABOR SELECTED INCLUDES: OPTIQN DESCRIPTION QTY I UM TAX PRICE EACH EXTENSION 1 PERMIT FEE/_— 170.00 -- EA N 1.00 170.00 INSTALLATION SITE NAME: IARCE, MARILUZ INSTALL LABOR CHARGE: 170.00 ADDRESS: 172 ROSE HILL TRL ___ TRIP CHARGE: 0.00 CITY: SANFORD STATE: FL ZIP: 32773-7237 CREDIT FOR DEPOSITIMEASURE: 0.00 COUNTY: SEMINOLE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N s 170.00 CONTINUED ON NEXT PAGE •'• N b CD Page 5 of 6 V No. 0264- 319764 Customer Copy m 0ca mAa 0 C7 00 QUOTE - Continued Last Name: ARCE Page 6 of 6 No. 0264-319764 INSTALLATION #2 ConUnued) REF 41110 ----- PHONE: 321 262-6376 ALTERNATE PHONE: SASEC INSTAL"TION LABOR WCLUDES: PERMIT FEE (ENTER TOTAL DOLLAR VALUE FROM SITE INSPECTION FORM) COST S1 DD & RETAIL S1.0U SPECIAL NOTES: CUSTOMER IS RESPONSIBLE FOR THE.PAYMENT OF THE PERMIT. END OF INSTALL #2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES 960.94 SALES TAX 0.00 TOTAL S960.94 BALANCE DUE 960.94 END OF ORDER No. 0264-319764 g CV 1 v NO i Page 6 of 6 cm a No. 0264-319764 Customer Copy L!J 0 N m a 0 Z LL L" V U. U. 0 n Arce Residence 172 Rose Hill Trail Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace front entry door unit. MIAMF A 1} MIU MI -DARE COUNTY, FLORIDA IDLY METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUII.DING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/buildin code Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by MiamiDade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AW (in areas other than Miami Dads County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" WE Inswing Opaque Steel Door w/o Sidelites — L.M.I.- w/ Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S-2166, titled "Inswing Opaque Wood Edge Steel Impact Door up to 10T' x 6'-8" W/ WO Non -Impact Sidelites", sheets 1 through 8 of 8, dated 11/15/2001 with revision # C dated 06/28/2007, prepared by PTC, LLC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION. Sidelites Are Requiring 1Vliiami—Dade County Approved Impact Resistant Shutters. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "MiamiDade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mani -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-1211.19 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0820.07 o Expiration bate: August 22, 2012 W * Approval Date: January 03, 2008 Page 1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 5-2166, titled "Inswing Opaque Wood Edge Steel Impact Door up to 107" x 6'-8" W/ WO Non -Impact Sidelites", sheets 1 through 8 of 8, dated 11/15/2001 with revision # C dated 06/28/2007, prepared by PTC, LLC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per PA 201-94 5) Cyclic Wind Pressure Loading per PA 203-94 Along with marked -up drawings and installation diagram of DoorCraft Outswing and Inswing opaque steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/2312002, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No.02-1211.19) 2. Test reports on: 1) Tensile Test, per ASTM D 638-03, E8/A370 or B557 Along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA-1078H, dated 10/24/2002, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No.02-1211.19) 3. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per PA 201-94 5) Cyclic Wind Pressure Loading per PA 203-94 6) Forced Entry Test per PA 201-94 Along with marked -up drawings and installation diagram of DoorCraft Outswing and Inswing opaque steel edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-696W, dated 11/01/2001, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No.02-1211.19) 4. Test reports on: 1) Tensile Test, per ASTM D 638-03, E8/A370 or B557 Along with marked -up drawings and installation diagram, prepared by Certified Testing Laboratories, Test Report No. CTLA-696WA/ DAE01013, dated 05/03/2001, signed and sealed by Ramesh C. Patel, P.E. Submitted under approval No.02-1211.19) Manuel Per , Product Control E er NOA No. 07-0 20.07 Expiration Date: August 22, 2012 Approval Date: January 03, 2008 E-1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 5. Test reports on: 1) Self Ignition Test, per ASTM D 1929-96 2) Smoke Density Test, per ASTM D 2843-99 3) Rate of Burning Test, per ASTM D 635-98 4) Standard Test Methods for Surface Burning Characteristics of Building Materials, per ASTM E 84-94 Along with marked -up drawings and installation diagram, prepared by Intertek Testing Services, Inc., Test Report No. ITS — J9906660-001, dated 04/0811999, signed and sealed by Douglas Keith Tucker, RE Submitted under approval No.02-1211.19) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, dated 07/27/2007, prepared by PTC, I.LC, dated 08/09/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E1300 - 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-0828.01 issued to Trinity Glass International. for Component Approvals - Plastics - N.I." dated 09127/2007, expiring on 07/03/2012. 2. Notice of Acceptance No. 07-0801.05 issued to ODL, Inc. for "ODL "HP Polypropylene" High Performance Door Lite Material -Component Approval" dated 09/27/2007, expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance, no financial interest and Compliance, dated 08/09/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Statement letter of addendum, dated April 01, 2002 by Certified Testing Laboratories, Test Report No. CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. G. OTHER 1. Notice of Acceptance No. 02-1211.19, issued to Jeld-Wen, Inc. for their Series Inswing Opaque Wood Edge Steel Door Up to 107" x 6-8" Unit", approved on 01/16/20032 and expiring on 08/22/2007. Manuel Per z, E. Product Control E er NOA No. 07-0820.07 Expiration Date: August 22, 2012 Approval Date: January 03, 2008 E-2 JELDVM9 Steel WcooVWM9eYofPAa(.Qe1rB.erA MWw/AND w,vurxavrvAa sloeunw I. THIS PRODUCT IS OESIGNEO TO COMPLY WITH THE 2004 FLORIDA BUILDING CODES (W/2005 AND 2008 SUPPLEMENTS) AND "HIGH VELOCITY HURRICANE ZONE" HVHZ) REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT WAS TESTED FOR 2.86 LSS. WATER PRESSURE AS PER ASTM-031. 8. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 7. MIAMI-DAOE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIOELITES ONLY. S. SIDELITES ARE AN OPTION AND CAN BE USED IN A RESIDENTIAL INSULATED STEEL DOOR Common to all frame condlUons) Door Leaf onat 1 tlon: Face sheets: 24 go. (0.020 minimum thlckness, Gatmnlzed steel A-525 commerclol quality - AKDQ per ASIM 820 with yield atrertgth Fdovem25,875 p1I. Core de"lan: Expanded polystyrene with 1.0 to 1.25 be./c.f. density, by Jeld-Wen, Inc, Panel CbmtrueNon: The active and Inactive panel are constructed form 24GA (0.020' min.) galvanized steel. The face sheet top Ind bottoms are bent 90' over the top and bottom falls. The top all consists of Ll'L measuring 1.67' wide x 1.042' thkk. The attom mil Is roll formed 0.021' galvanised steel measuring 1.67' side x 1.21' high The aids" of the face sheet are roll formed 1110 the I.VL latch sUle and Ponderoso Pine hinge out. which neasure 1.87' wide x 1.0' thkk. The Interior cavity Is filled with mystyrene. The two sheet is glued to the polystyrene. iaeh Construction: The sash to constructed from 24GA. (0.020' nln.) gohantzed steel. The edges of the face sheet are bent 90' Ivor the polystyrere and andna cogluedtoItThesashesarenotedto rocelve the ODL (Spartech Paycom PP5530 C13) Wo Tame. The units are glazed with .125' tempered glass. The His Tomes are waled with OSD glazing compound an she extorter. mms Construcflan: The fromee are crortstructad from Ponderosa Yoe Jambs macsunng 1.25' wide x 4.50' deep. The head Jambs fro mafused and butt Joined to the side Jambe and attached with 3) IWA 2' x 7/18' crown wife -staples. The units use a slope 0justable aluminum threshold measuring 4.562' wide x 1.173' lgh. The threshold Is attached to the frame with (3) 16U 2' x 16' crown wire stools. Cv V. M. ' r M 111V1 36,625" MAX. O.A. PANEL WIDTH 36" MAX. O.A. W/ASTRqGAL PANEL WIDTH V MIVI. VA. FRAME WIDTH 36" MAX. O.A. PANEL WIDTH 15.5" MAX. A. SIDELITE FRAME WIDTH 14" y A, MAX. O. A. 3 PANEL WIDTH 82.5" NkX. O.A. 63.12 " MAX. FRAME HEIGHT 6" MAX. D.L.O. HEIGHT D.L. O. WIDTH E4 80.0 MAX. BD.O" Y134 O. A. PANEL DOOR HEIGHT 21 PANEL 34 H H I 4 LU 6, R, •. N I ? Ilk 1. I SIDELITE IEIGHT FRAME WIDTH IV/ MAA." VA. rrvwL ww, 36.625" MAX. OA MAX. O A 38" MAX. OA PANEL PANELWIDTH 15.5" MAX. A SIDELITE PA PANEL WIDTH4 FRAME WIDTH El ® 14' MAX. O A. A, rPANELWIDTH 82.5' N IQX. O.A. 0 83.12 MAX. FRAME HEIGHT 6" MAX. D.L'0. HEIGHT D.L O. WIDTH 80.0' MAX. SOO MAX 2 OA PANEL DOOR HEIGHT 2 PANEL 34 IDESTGN PRESSURE RATR18 WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED UNIT TYPE WITH IMPERIAL ASTRAGAL SINGLE DOOR W/WO SIDELBES (X, OX, XO, OXO) f55.0psf DOUBLE DOOR WIWO SIDEUTES (XX. OXX. XXO, -Al4-55. Sf CAN BE USED WHERE MHANO REQUIR]IE 0 MEET THE 2004 FBC SECTION R 4410.23.2.1 t:t, = a d, '.N JAR: 1N• , J, , PRODUCT RENEWED As Bull& gCode With theFlorida BB*nUon Date By Miarrl Product Can DIV n SIDELTfE MIGHT gi Lffl Prepared Or. IF--HIS owe. BY. JWJ di A Disc, Sr.SSaHeII We S. Nasn Fbrlda P. I- NlNo. 41323 rP7C, U.0 PTC, LLC S-2166 5 Cagewea Street. Suite D25 txkledge, Florida 32955 Phone: 321-1788 1 ' 8 txmt. a a u.nud No. 25e35 For, 321- 1789 SHftT OF LOTHER'S0,75" MIN. EDGE DISTANCE a4 d d 'a112WOODg SCREW 1.50" MIN, EMBEDMENT 0.25" MAX SHIM t 0.75" MIN, EDGE DISTAN d <1 X NOTE 2 SHEET 1 1.50" MIN. EMBEDMENT I 0.25" MAX. / SHIM SEE DETAIL 6 •r 11 SEE DETAIL 6 J SHEET 6 SHEET 6 10 80.0" MAX. O.A. 1 DOOR PANEL HEIGHT 82.50' MAX. OA. FRAME HEIGHT 17 EXTERIDR t JNTERIO w4 lm\ N mmxam''I DOOR PANEL rCONCRETE/MASONRY BY OTHERS 72 J12 WDDD SCREW D ' 19 SEE NOTE 2 SHEET 1 20 2 2 SEE NOTE 6 SHT. 4 a t "•` SEE NOTE 12 4 i+l 3 SHT. 4 i 14 ttrN:1+ t 16 ESHi 4 is 80.0" MAX. SERE GLAZING PNEL IDELITE HEIGHI DETAILS FOR GLASS THK. SHT, 7 7 o i.25" FAIN. ; TEDGEEM EDBY 1 4" TAPCON 16 D MIN. DISTANCE NON—IMPAACCTQSIDEUTE SASH SHUTTERS REQUIRED AT SII PRODUCTRENEWED oa mmPlying with the Plorlda HOdma Code AaePia:w F.xpitatka Dob /Z ay M' i o Pro et MIN on r— WoLy Divb' Q . 4 Sim mw im mw 111001) Sim wm FWW WOOD v- WIL SIMot'r"s 1411 Prepared 8y. sam . NTS gwa sr: JWJ cm tm S. SaHell Faso S. H Fbrlda P. E.No... 41323 DR'VM ND» reC• tLC PTC, LLC S-2166 1535 (j='x Strout Suite C25 Roaldedge, Florida 32953 Phone: 321-690-1788 rE a.tmcd. of Awwnmuen ft 2%35 Fax: 321-690-1789 W _L OF 1.50" MIN. EMBED. FRooucrR.BrlcweD m complying with the Floral 0.25" MAX. SHIM B"'Wu'30 "o p Aeceptatae No 0 ExpimtlonDate pfZ sy SEE DETAIL 6 p n t ' Fm cl uo SHEET 6 1.50" MIN. 1.750" MIN, 3 v PANEL THK. d MAX. EXTERIOR 1 10 l_ 0.25"• SHIM SEE DETAIL 6 SHEET 6 6 #12 WOOD SCREWcv E?E8L4g 19 EE NOTE 2 SHT. 1 10 15 13 lcUEHlOB 17 6 0oSEENOTE 12 W000 g 5 CONCRETE/MASONRY 7 SHT• 4 P- SCREW y ; ; ; ; :; 3 HINGE JAMB TO BUCK BY OTHERS SEE NOTE 1g 2 SHT, I rEXTERIOR 1.750" MIN. 18 Pa - PANEL THK. 29 15 ill5EENOTESHTp10 4. 4 1 INACTIVE ACTIVE CONCRETE/MASONRY 1L1IESl48 BY OTHERS SINGLE DOOR 1ZONTAL SECTION 21 34 42 V LATCH JAMB TO BUCK SEE ND 41 29151SHE4 1 ASTRAGAL RETAINER BOLTS (2) l(RB14B TOTAL. (1) 9.0" L. 0 TOP 1) 9.0" L. 0 BOTTOM ALUM. RETAINING SLIDE 3) 1.0" x 4.5' x 0.50' 21 3442 411c W/ECTIIT4EM oriE 06 28 7 3 AT A 118 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 y1 * Erie S. M en FloAda P. E No. 41323 Prc. uo ims co"w su«L swtm czs RocUedge. Fiarldo 32933 FSPE CwMUc . of AuMphamn In. ]3Yb Parma 8y PTC, .LLC Phone 321-690-1788 Fax: 321-690-1789 SUM HIS own• a JWJ clx m: S. Sa(fell oRuvaic Ro.: S-2166 SHEEP .- OF SEE NOTE , 5 SHT. 4 SEE DETAIL 8 SHEET 6 SEE GLAZIN DETAILS FOI GLASS THK SHT. 7 SEE NOTE 2 SHT. 4 iSEE NOTE 8 SHE 4 k OTE9SEENOTE24 4ESHT. 4 ( INTERIOR 6 SHT. 4 HORIZONTAL4SECTION IT\ NON —IMPACT SIDELITE TO L44TCH JAMB. SHUTTERS REQUIRED AT SIDELITE) 1. 75' MIN. DANEL THK. SEE NOTE 2 SHT1 NOTES: 1. SPACING FOR ITEM 141, THE #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0", 2.5 , 4.0 , 5.5 13. 0 , 18.0" & 26.0". 2. SPACING FOR REM #40, THE 16 x 1 1/2" PLASCREW .IS AS FOLLOWS TOP & BOTTOM; (2) SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES, 3.0', 13.07, 26.0 , 39.0 , 52.0" & 63.0° 3. SPACING FOR ITEM j47, THE BRAD TRIM NAIL 3/4" L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX. MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A IS-x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JA#8 AND SIDEUTE JAMB AT THE MULLION 11SE ITEM 124, A J8 x 2" PFH WOOD SCREW. S. SPACING FOR ITEM 125, THE #8 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 6. THE SIDEUTE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8' QUARTER ROUND & BRAD TRIM NAIL x 314" L.. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDE T•E JAMB AT THE MULLION USE 110 x 1 3/4' PFH WOOD SCREW. B. THE MULLION CAP IS ATFACHED TO THE PRESSURE TREATED REINFORCEMENT WITH ITEM #28 A 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. 9. SPACING FOR ITEM 153 THE 16 x 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25 , 18.06257, 32.81257, 47.56257, 62. 625'. THE TOP & BOTTOM (1) SCREW AT 4.4375. 10. USE REM #26 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD AND JAMBS. USE ITEM J25 WHEN INSTALLING INTO MULLIONS. 28 SEE NOTE PRODUCTRENEWP.D g 8 SHT. 4 m complying wlU, UwFloddn Building Cade Accepinace No 3 8 4 fx ' nuton Duo L Hy SEE NOTE 25 Mlu Poch Product Con 5 SHT. 4 29 SEE DETAIL 6 SHEET 8 , 38 49 51++ 17 1 10 37 50 52 SEE GLAZING 6 EXTERIO DETAILS FOR GLASS THK. SHT. 7 ti L ,• T Ntd"aldt•tJtl}, b INTER10 13 6 39 40 SEE NOTE 47 SEE NOTE 2 SHT 4 " 5 9 3 SHT. 4 14 SEE NO 32 SEE NOTE 7 SHT 4 8 SHT 4 rn QN— fMPACT SIDELITE TO HINGE JAMB. TYP. r 1. 50" MIN. 20 (SHUTTERS REQUIRED AT SIDELITE) EMBED. p'— SEE DETAIL 6 4 SHEET 6 I d 1.75" MAX. PANEL THK. 29 38 49 51 SEE GLAZING Il(DB p DETAILS FOR GLASS THK. 17 SHT. 7 40 SEE NOTE d' ;47 SEE NOTE2 SHT. 4 0.25" MAX.3 SHT. 4 SHIMEE NOTE 1 8 SHT 4 Prepww W. HORIZONTAL SEC17ON4NON — IMPACT SIDELITE TO BUCK, TYP. C i SHUTTERS REQUIRED AT SIDELITE) F, 4 'L aK an Fro. u, c PTC, L.L.C. ts3s eoa... g sws, Suit. cu S-2166 R.da. dy., Fl.rtao 3nes Phdno: 321-690-1788 MIC amrwi. d A -beam xa 25 M For 321-690-1789 %W 4 OF. 14.1 O.C, SEE DETAIL 2 ON THIS SHEET 20.125' TYP' SEE DETAIL 5 ON THIS SHEET DOUBLE IMPACT INSWING DOOR ANCHORING LOCATIONS VIEWED FROM THE INTERIOR DETAIL 1 HINGE TO JAMBS & DOOR SEE NOTE 4 SHE 4 SEE NOTE —i44SHT. 4 DEI•AIL 2 IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE SEE DETAIL 1 ON THIS SHEET STRIKE S TO JAMBS SEE NOTE 4 SHT. 4 0 B" 14, V MAX. o,-- I P. SEE DETAI& 3 ON THIS SHEET 14,83" 1-- 14,83" TYP. 1 —1 1— L s 12 WOOD SCREW - N-SEE NOTE 1 5 SHT. 4 1/4" TAPCON 16 SEE SINGLE IMPACT INSWING DOOR WI -NON -IMPACT SIDELRES ANCHORING LOCdT10NS VIEWED FROM THE. INTERIOR 1 DETAIL 5 IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE DAM 06 28 07 ' Pm"red Or. wuL. HIS STRIKE DETAIL TO M. JWJ IMPERIAL ASTRAGAL 67 ` ` F1cfx S. Saffell Erie am rtda P. E No. 41323 DPAWM NO. 1535 Cogs+m . swt. MISPTC. LLC S-2166 Roca., Rorldo 32M Phone: 321-690-1788 WE a. 0flo . of hil-b lk. M =35 Fox., J21-690-1789 sw -L OF 8 PRODIICTRRNMED as coatplylug wiw the Florida HuiWing 2"' Aeaept[ a- Na — 11 C,, Expirarlaa Due p Hy M' Dada Frodud D' ioa V. 49 b SEE DETAIL 2 SHEET 5 20.125" TYP. t r;:2;- 6 -- " 3 I 9" MAX. TYP. 6i II j 12 WOOD SCREW 12 WOOD SCREW SEE NOTE 5 SHi. 4 DETAILSEE 4 SHEET 5 5.5 SEE NOTE f 5 SHT. 4 — L SEE DETAIL L 5 SHT. 5 36. 75" 1 1 4 1/4° APQON 7APCON 16M M 3" 3" 7° 3" 3° 3" 7- SEE DETAIL 5 SHT. 5 SEE NOTE 10 Y8 28 0.15" MIN. C—SINK. ON SHEET 4 DETAIL 6 COUNTERSINK FOR INSTALLATION ANCHORS SEE DETAIL i SHEET 5 PRODUCT RENP.WED at complying with Fhe R"11a Building Codc Ae«ptaaoc No Exp'uatIo. Dam IMiam a ruduct lllvl on SEE DETAIL 1 SHEET 5 7.375" . fill 12'W00D' SCRE31 75" uL 14.1" MAX. 4T. O.C. TYP. 69. 75" AISICREW4WO8. 5" MAX. O. C. TYP. Prepared 6Y s. et FI. M. P. E No. 413n PM LLC soft as LLC Phone: Ji1— 969D-1788 C° urt..0 & A.t".nmum No. 23M Fox: 321-690-1789 s NIS JWJ err: S. SaHen No Na: S- 2166 L or 8 125" 1.5625" 2.4375. 38 LITE FRAME OOL HP POLYPROPOLENE THERAIML—P6-3DFMO391) 1/8- CLASS FRAME GLAZING DETAIL I 1/8* TEMPERED GLASS 49 TRINITY UTE FRAME LUPOY EU-5007 112* CLASS FRAME GLAZING DEWL 2 1121 INSULATED TEMPERED GLASS TRINITY UTE FWE 0. 125" MIN, EMRIQ GLASS THK. 3 INTERIO IS W1.5 GLASS ORE 29m (&A SEE NOTE SHT. 4 13" 51 TRINITY LITE FRO LUPOY EU-5007 I' GLASS FRAME GLAZING DETAIL 3 I' INSULATED TEMPERED GLASS TROW FRAME 29) —1/QMINjjHK. G S X. 0. 125' TEMP. III : CLASS FPS All? —0.25 0.125' TW- GLASS025 0,5* GLASS INTERIOR ::fl: BILE 29 NOTE 9 3 SHTA SEE NOTE 1 53 SHFA 1. MIN. GLASS THK. 0.125' TEMP. GLASS 0,75' AIR -SPACE 0.125' TWP. GLASS 0,75' STEEL INTERCEPT SPACER 0.5" GLASS SITE r PRODUCT' PX.NEWFD a complying svilb tha Florid? Building Coda AcccDm=O?bO*Z-Q gi ON PM-d SCALF-- MIS on BY. dwj cw- ". S. saffell Ef. So MOM FbrWO P. E N.. 41323 NO. - ism PTC. UZ SUR. C25V= PFC, LLC Phone: J21-690-1789 5-2166 R 32055 FM Ow9VOWA of AbVWbBL%n W. 25M Fax 321-690-1769 mw 7 of Arce Residence 172 Rose Hill Trail Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace front entry door unit. Flonda k wlding Code Online t y ti F BCIS Home Log m I User Registration Hot Topics SubmitSurcharge j Stats & Fads . Publication I FBC Staff j BCS Site Map Links ! Search! 0M; Product Approval USER: Pub®c user Product Approval Menu > Product orApplication Search > Appication List > Application Detail FL # FL10701-RI Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email http:// www.floridabdlding.org/pr/pr app dtl.aspx?paranr—wGEVXQ.. JELD- WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@jeld- wen.com Janet Gerard fbc@jeld- wen.com Steve Saffeli 3737 Lakeport Blvd Klamath Falls, OR 97601 541) 882-3451 Ext2900 stevesa@jeld- wen.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard AAMA/ NW WDA/101/I.S.2-97 ASTM E330 ASTM E331 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Method 1 Option A 04/ 20/2009 Year 1997 2002 2000 l of 4 6/30/2010 2:37 PM Florida Building Code Online http://www.floridabiildingorg/pr/pr__appjtl.aspx?param--wGEVXQ. Date Validated Date Pending FBC Approval Date Approved 03/03/2010 03/08/2010 04/07/2010 FL # Model, Number or Name Description 10701.1 Gladiator/Finishield 6'-0" x 6-8", Full-lite, Double Door, In -swing, with Ultimate Astragal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Product must be installed per Drawing JW292004 provided with certificate 10701.2 1 Gladiator/Finishield Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Product must be installed per Drawing JW382004 provided with certificate 10701.3 1 Gladiator/Finishield Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Product must be installed per Drawing JW312004 provided with certificate 10701.4 1 Gladiator/Finishield Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Product must be installed per Drawing JW372004 provided with certificate 10701.5 1 Gladiator/Finishield Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Product must be installed per Drawings JW302004 Certification Agency Certificate FL10701 R1 C CAC NI005178B-RS.PDF Quality Assurance Contract Expiration Date 07/31/2014 Installation Instructions FL10701 R1 II JW292004.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-0" x V-8", Full-lite, Double Door, In -swing, with Hurricane Astragal Certification Agency Certificate FL10701 R1 C CAC NI005178A-R4.PDF Quality Assurance Contract Expiration Date 07/31/2014 Installation Instructions FL10701 RI II JW382004.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-0" x 6'-8", Full-lite, Double Door, Out -swing, with Ultimate Astragal Certification Agency Certificate FL10701 R1 C_CAC _NI005181B-RS.PDF Quality Assurance Contract Expiration Date 07/31/2014 Installation Instructions FL10701 R1 II JW312004.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-0" x 6'-8", Full-lite, Double Door, Out -swing, with Hurricane Astragal Certification Agency Certificate FL10701 R1 C CAC NI005181A-RS.PDF Quality Assurance Contract Expiration Date 07/31/2014 Installation Instructions FL10701 R1 II JW372004.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6'-0" x V-8", Full-lite, Double Door, In -swing, with Worldwide Astragal Certification Agency Certificate FL10701 RI C CAC NI005297-R5.PDF Quality Assurance Contract Expiration Date 03/31/2014 Installation Instructions FL10701 Ri II JW302004.PDF II 2 of 4 6/30/2010 2:37 Ply I Florida wilding Code Online http://www.floridabWlding.org/pr/pr_app dtl.aspx?param—wGEVXQ. provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10701.6 Gladiator/Finishield W-0" x 6'-8", Full-lite, Double Door, Out -swing, with Worldwide Astragal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10701 R1 C CAC NI005297-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +50/-50 Installation Instructions Other: Product must be installed per Drawing JW322004 FL10701 Ri II JW322004.PDF provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10701.7 Gladiator/Finishield 12'-0" x V-8", Full-lite, Double Door with Side-lites, In -swing, with Ultimate Astragal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10701 R1 C CAC NI005297-R5.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +35/-35 Installation Instructions Other: Product must be installed per Drawing JW102004 FL10701 Ri II JW102004.PDF provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10701.8 Gladiator/Finishield 12'-0" x 6'-8", Full-lite, Double Door with Side-lites, In -swing, with Hurricane Astragal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10701 R1 C CAC NI005297-RS.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +50/-50 Installation Instructions Other: Product must be installed per Drawing 3WO82004 FL10701 Ri II JW082004.PDF provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10701.9 Gladiator/Finishield 12'-0" x V-8", Opaque, Double Door with Side-Iites, In -swing, with Ultimate Astragal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10701 R1 C CAC NI005423-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +35/-35 Installation Instructions Other: Product must be installed per Drawing JW112004 FL10701 R1 11 JW112004.PDF provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10701.10 Gladiator/Finishield 12'-0" x 6'-8", Opaque, Double Door with Side-Iltes, In -swing, with Hurricane Astragal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10701 Ri C CAC NI005423-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2014 Design Pressure: +50/-50 Installation Instructions Other: Product must be installed per Drawing 3WO92004 FL10701 R1 II JW092004.PDF provided with certificate Verified By: National Accreditation & Management Institute, Created by Independent Third Party: 3 of4 6/30/2010 2:37 PN Florida Building Code Online http://www.floridabtildingorgtpr/pr_appjtl.aspx?param--wGEVXQ. Evaluation Reports Created by IndeuendentThird Back Nerd DepartmentafCommua@y Affeks Fbrlda BuStng Code On&e Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. AI rights reserved. Product Approval Accepts: a Yu151 n faenrN Yl RIFTS 4 of 6/30/2010 2:37 PN NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI005423-R3 3737 Lakeport Boulevard Certification Date: 04/06/2004 Klamath Falls, OR 97601 Expiration Date: 03/3112014 Revision Date: 02/23/2010 Product: Series "Gladiator/Finishield" Opaque French Inswing Door w/ and w/o Sidelites Specifications Tested To: ASTM E330-02/E331-00/E283-91 Sidelite Glazing: IG-1/8" Tempered Glass The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMPs Certified Product Listing at www.Namicertitication.min. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X IN Opaque 3'2" x 6'10" 50/-50 No ATI-03-49510.01/W 1440 Single Installation Details: JW092004(1-9) OXO I/S Opaque Door 94" x 6'10" 50/-50 No ATI-03-49510.01 Single w/Sidelites Glazed Sidelites Installation Details: JW092004(1-9) XX I/S Opaque 61" x 6110" 351-35 No ATI-03-49508.01/W-1440 Double Standard Astragal Installation Details: JW 112004 1-9 XX US Opaque 612" x 6110" 50/-50 No ATI-03-49510.01/W-1440 Double Hurricane Astragal installation Details: JW092004 1-9 XXO I/S Opaque Doors 913" x 6'10" 351-35 No ATI-03-49508.01/W-1440 Double w/Sidelite Glazed Sideite Standard Astragal Installation Details: JW11200 1-9 XXO US Opaque Doors 913" x 6'10" 50/-50 No ATI-03-49510.01/W-1440 Double w/Sidelite Glazed Sidelite Hurricane Astragal Installation Details: JW09200 1-9 OXXO I/S Opaque Doors 1215" x 6'10" 35/-35 No ATI-03-49508.01/W-1440 Double w/Sidelites Glazed Sidelites Standard Astragal Installation Details: JW112004 1-9 OXXO its Opaque Doors 1215" x 6110" 501-50 No ATI-03-49510.01/W-1440 Double w/Sidelites Glazed Sidelites Hurricane A al Installation DetaiK J 092004 1-9 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highwa , v 2JU72 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ' 11 icem"nitFmom-- . . mu E n"I FwuAE 3T o[2wlDntIlrot EAMwtMW1FIE1:itiplWlU IE I PAN 1. 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A 3 We ere. d f tlw trees haeA Jfd a matal..t a On was a11/i ranrn to IaoaNr the top Fade ad irw w1a.d ifdri the 1ralla S gr. 7/10• x 2 long ,toM1a fie/ .tna aooe a r 2 aadt and twd inreuph !M Jans w wµsvn w Pgrob 1maJciesrx uses avokd at .SL" y/8" +?'-0" AMIMIDNM 1b: N!!T- Gr5'qT, TAM C e 145 1/r LM MMALL FMME WATH 37 1/4' LWL 74" Wdt. a7 1/4" wx. FRM15 VIitT1JfJ MOOIE FRAM& YADT}t FWW£ 191D711 33 3/a' FMX. 7$ 1/4. W. 3/4' I'mPANEL MI7I1100141MPANE. "'M P 1VM DESIGN PRESSURE RAMG WHERE WATER INFJLTRATIDN RMAREMENT IS NOT NEEDED POSRNE 35 psf NEGATNE 35 pef t CAN BE UTILZED WHERE THE OYERFO M REQUIREMENTS MEET THE FBO. sa. o i 1" i,• wa On JSAG zlrt} f+l tart me SAn l aelrnw pa+ - m JN' I2004 ilZ aF 9 nt I W WOL MMtt• aNAE WtdA W MU" RAW1E AAM tl 72 1/0 oi1ME PME611pR1 l 6v,"• sIr FRDAi r" INTyZJZ(VB SIAW IT 111 Pill W QMltD 1 R l I a am erg. DRUM* Noe cat ao»aw! JWI i$D" B §§ o SEE> d ems.9 JNZRM 2 k 1/4. 2i DrrA ktek kbA 2k$ 2§ @ 2 K n ak MIN.-Ht 2 28 11/-UK m» 2 WS NOA a %_ AFAMFRAAW r=AU"AT#£ SrALCr«-0" a,l2DO4 2 S/. ¢ bm! / Q828 }--- 2 5.1.may MIN. 26 2 2 r- pq SEE ~ a DETAIL EEr 9 io ".*k . 1s DETAIL A 31 a• 30 :.: 30 r P 21 EXTERM` .:77.YSLILIi .k LYmf JLLLWiIYii \ " r ' 22 r is AONMOI i NAAN yi •R;' Be BY17 ' 17 `. .._....... 12 n 11 1, NBIEBH 6HAv3AR 10 26 O7 F[ARVA P.L,W. 5MI W+QAS NoiFd a[ L71 5.•• DYY M a 5/a" #aN: d 2 s/S NN y Ycm ftS. SAFFEU rnrrlo& AcP rrm m e araw .w JB11 /2oD4 COhICRb7$' I dLGATl+IJI SCAU.' 3 a/ =0' (YJiI J4E!'S Ii S rA4UTIQN SCAV.&" 3"n° 'i 1 1/4» 1/4» MW, SHIM Ulhl, F"MB VEQIAL A MIN, V 4 Mfill11 [0iaAa SfE NOLESEE e 5 emlo a 1 1/2` SSW7 SEE iiBT/lli A n i b CID jda I Ca ff .sIKYYD 7 TY1 SCL S" =Y=-O" Rru»+, 1t,, rAC1sS,gA1;'FIQN F'P_ 1 9r2` I SEE: NO1E 2 S Sh17171N TYR "9 NOTES: 1. FOR ANCHOR SPACING, SEE SHEET 7 OF IL 2 SPACINC FOR 03 FROM TOP OONM: e-2br-50j"-7*. c.. . e r..liJ-__ .tt•.V mm rva. P ON EAG. ens SAFEPW NWs d ao a 1WI 120O4 y/4' 35 s/e r•;,,tie. j•.•+'v ;'"{.: •/• n'• to Jamt mails Two (2) places WAf?AHS SCAB CA w SMIOCATA)NS, (6[-8" Sted air Soacifications) Qr o nt Staple. t iiGll WRE 130" x 33-.V4' x 78' (1.0 to 1.25 Ib/I Uenv1Y town) t-. 1/2' Crown X 1" L® Two (2) places Hod;<d SERE 1,70' x W x 7T LawkwAed Veneer Lumber (LYL) tATCH SM 1.7v x 1.0" x 77' tsxdnoted Veneer lumber (LYL) TOP RAL 13V x tA" x 35-3le Lamfwob:d Vawar Lumbw (LYL) a ROMM RNL 1'W x 12' x 334/4" M d1 (0.Ole nun) Rah-Fomud a' C4*Mkad Steel, RIM to WM N FACE SHEETS 25 Co. Het-Olp G*mnbmd (primed) WS 3/fir aimp ors 3/0 x 6/8 fhMald wRh 7 09 g of liquid pia¢tBai a 1/2" AMOK LM 1c" mridb/ra9stuft upplhum, PROCEDURE Stile$ and mft easembled wb one-pleee cQm (no Vold$) At WW applied at 100A coMP Wa. U Presaod atroomtanya*n for two boom at 20 PSI 55 K1 MRM PREP Lotch 4 Dead M Hinges u1 3 x 12" LoCkblada 1.0 to 125 lb DWAY Poiyetynsne Foom 0 10. 018 rofn) Nalmess zed Face Sheets N "•• MMH R orots 10 6 07 FiARloA Ps f1O 56aas $rump,$ NOTED fit'•'"' owe en EAG r i t'kwY arxc weS. SI FFEI.t Bunn ON our a rG A)12004 saner SL or AL 37 1/2- qX FRtM b 1 TYP 17 1/2" W TYP. L BEDTILDF';T Q A 9CALd, f f —0" 15 0 SiCe1Li 3 ' ! —0" sw. 7 111 1/4` 7p" 37 Ve AA T. A e e- r 5" 3` J- SEE MOLE 2 5 I n8" DETAIL a I SEE Sr< rT. a SK. AIRS, BF. 91 E 9w. 7 SQAL47 1/2" -1'-01 Sa DaAAL A SJfl. 7 74- I TYP. h 3YR 9 5 ri r1 SEE DEfAA. c sw. 7 ANL7I9tfAmv imATA7AIS DQf:Am WAw.' f/.L" dF'-O- A a MAL 8 S" t a NOTES: 1. THE HDkD JAMP IS J019M TO 711E SIDE A W89 USAW ( 3) 16 Ca 7115" CROWN x 2" LONG SfAPLM 2 WOOD JOINERS TO BE APPLIED ON 90M MER10" AND EMMIOR SURFACES A7 SMINO %MN +l 1-. FOR 11M OF NNE FASTENERS PER 510E 0 NK M SMANS ARIA D RARWA P.E I0. Adds ln a 1 OtidO cs JW1120D4 14a 1/z' 37 1/4" 7V 37 1/4' 6" UP. T.-3' 3" 6" ff_,..25 5 9 171/2TM. 9 7YA. 71N'. TYP. i'i jYp, E 61DTE 1 sltr. 5 A,- 1 Vf` RTd T.O.._ SCAM mL,1C` 1/.8" "4'-O" YCdlB` S„ z -r Sff MAIL sHr aHT; 8 37 I/4` &" 371 6` 37 1/4` .DEUL A a WS' SH1: 8 ti 51 TYP.3" 3' sitT!4s, .5SEE Jr TVP. DEFAIT1'I. TYR 117 TYR TYP. TYP. g 9 9 9 \w1 5 5 5 g 3" 31 {{ SEE OE"SfAM11 8 erg MM 1/.r NO&Elk 1. THE I W AAW 15 JOINED TO THE SIDE JAWSS LSINIT (3) 16 Ga. 7/1r CROVM x 2' lDNG STAPLES, 2, W= JOINERS TO 6E APPUED ON BOTH INTEWR AND pcTER10R SURPAd AT SPACING SHOWN A,w,,,,,,,,,„, yy FOR 70TAL OF 1hWE FASTENRLS PFR 51D$. MUgIUWIfD RI111i FWRRA P¢ M. ease, MnOAS NOTED 0 A/ j I+,- du4 an FAG Mama tau Al 12LV4 MR M1 mm mart or 4•' f 0 a ° a Ian) SEW F or af•-o" 2 3 `° 4 ---2 1/8` Lr.. l d 1rgAr a^rrttP 10 Q-eso SCALY: s" °—n" ASrRWAL (Z2MrRAJ MP s tPt rrs 1$' rs—srlys rr s r 4e' C 1.3 des-n amay ld[, 15 At aotrAtt 16 1B P 21ry-I,p SGALIk B" r!'-0~ SGAr.& B' ' -0" SC.#l'4:' 6" m? •.p" 6"' -0" 99 = I. R' cur LEWM 1 3/4". 6 @'' IF"r xr- 17 se ! to • I -o- N 1 3/4' Lr i `q- S. P. 3/ 16" C-51NK. „ F^ i USE $1D WOOD INSTAUATM SCREW Wl 1.80' MIN. EMBEDMENT Ka1ESH aw usiu WHEN INSTALUN0 INTO WOOD SUBSTRATE AT HEAD d JAMBS. IWZ P.D ti4. 8 1 2-4= #8 x 2 1/2' PFH WOOD SCREW WHEN wasuIHD INTO MULLIONS. / 3- 1)SE 3/16` T1W TAPCDN ANCHOR W/ 7 1/4" ABN. EMBED. WHEN INSTALLING M1TD 6 RETE/MASONRY SUBSTRATE AT SIDEUtE SOLS. If toa a nam 0 JW712OO4