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211 Mellonville Ave 04-609 Front DoorCITY OF SANFORD PERMIT APPLICATION Permit.# : to y —cld? Job Address: Z 0 I Y 11Dn_VI jtt_ Description of Work: Date: 0 3 Historic District: Zoning: Value of Work: $ v102`r9 Permit Type: Building x Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot"dry Pole Mechanical: Residential I,< 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 X Commercial Industrial Construction Type: of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: FEMA form required for other than X) Parcel #: 20- I —31 - ;57OJ4 - 6700 — M4/0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: he h -,4 1 t, Hari/in GerAi an n Zt! kthymyiUti !z e.. S4rt_- rd ,'Pt. 3Z7Z I Phone: qM— 32.1 — OZ. 17 Contractor Name & Address: Nt ( POP / .L!? c lay /315M/Gs Ci • Wi.41i--• 3 Phone & Fax: 407 f0'0$30 Bonding Company: Address: Mortgage Lender: t4 V7,91 State License Number: Cse. Contact Person: /1 lJcG[L(iI Phone: Vn' Leu Address: , Q Architect/Engineer: 40 Phone: Address: 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 verificatin that I will notify the owner of the property of the requireme s o Florida Lien Law, FS o r , y . / 0/03 signature o er/Agent ate Signature of Contractor/Agent Da e o rint er AgeMa—/ 4 rint Contractor/Agent' Name , c CFS u_i, in O o xr' °Signat re of Notary- Tate of Flor da Date aturel'of LVoiary='State lUnda>, ;', . "" i Date OJ°. • pobo ; EXPIRFti: N;, oz Owner/Agent is Personally Kno%kn to Me or Contractor/A_eent ,s, —Perso -aly Known t M roduced ID _ Produced ID APPLICATION APPROVED BY: Bldg:DF[Z-12-'1)-3 Zoning: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date: From: Phyllis Nicholas 407-206-3292 To: Dan Decker Date: 12/9/2003 Time: 5:51:14 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $662.99 Stock Ci/Sanford Jeld Wen - stl 407 321-0277 264 PARCEL DETAIL a. ..., ,zI..t:1 ' ;"..p -. 1 +[ Back [ 3 q UJ J Oj r Cow, ems t t€rt ti ia'. Z 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 3060-31-504-0700- Tax District: S1-SANFORD Number of Buildings: 1 Depreciated Bldg Value: $96,106 GERMANN DANIEL L 8 00_ Owner: MARILYN F Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 211 MELLONVILLE AVE Land Value (Market): $16,553 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 211 MELLONVILLE AVE SANFORD 32771 Just/Market Value: $112,659 Subdivision Name: MAYFAIR Assessed Value (SOH): $110,535 Dor: 01-SINGLE FAMILY Exempt Value: $25.000 Taxable Value: $85,535 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Tax Value(without SOH): $1,834 TRUSTEE DEED 09/2001 04199 1610 $125,000 Improved 2003 Tax Bill Amount: $1,730 WARRANTY DEED 04/1991 02287 0405 $17,000 Vacant Savings Due To SOH: $104 WARRANTY DEED 05/1990 02176 1657 $100 Vacant 2003 Taxable Value: $82,944 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Unit Land Land Assess Method Frontage Depth Units Price Value LEG S 1/2 OF LOT 6 & ALL LOT 7 BLK 7 MAYFAIR FRONT FOOT 8 88 140 190.00 $16,553 PB 3 PG 35000 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 1991 9 2,025 1,554 VVD/STUCCO FINISH S96,106 $100,899 Appendage / Sgft GARAGE FINISHED / 440 Appendage / Sgft OPEN PORCH FINISHED / 31 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem taxrNOTE: rposes. If you recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.sepafl.org/pls/web/re_web.seminole_county title?parcel=30193150407000060... 12/9/2003 GePM&AA zt( Ave. Sa 4,j 1 3Z-) -7 .1 RrPt Fiftc- CA,4 Opk-niAch Wla ids 3-5--P:54 + or- M!A M PQADE'' MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603PRODUCTCONTROLDIVISIONMIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 N. Chiloquin, OR 97624 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 Miami -Dade 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 bytheAuthorityHavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ControlDivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material.tested for quality assurance purposes. If this product or material fails to perform intheacceptedmanner, 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 ormaterialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode. DESCRIPTION: Series "DoorCraft®" 618" W/E Inswing Opaque Insulated Steel Door w/wo Sidelites— Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2166, dated 11/15101, with revision 1 dated 03/14/02, titled Inswing Opaque Wood Edge Steel Door up to 107" x 6-8 Unit"; sheets 1 through 7, prepared by R. W. BuildingConsultants, Inc., 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each -unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,Florida, and followed bytheexpirationdatemaybedisplayedinadvertisingliterature. If an Florida be done in its entirety. y portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. o NOA No 01-1218.06 Expiration Date: August 22, 2007 Approval Date: August 22, 2002 Page 1 IL. j'001r tt 102TffG8PAQUEINS1UNITSIOUD 1. THIS PRODUCT IS D£SICOM CGtJEDTOPLY WITH FLORIDA BUILDINGCODE. 2. WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TOTRANSFERLOADSTOTHESTRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL 17, DESIGNED PRESSURE RA77NGLL BESYONDWALLESEETABLESSING OR PAGE O1. IWSPRODUCO& NJ_ fi THE WA 7 REQUIREMENTS FOR %I tl VELOCITY HURRICANE ZONES - THISSYSTEMREQUIRESWINDBORNEDEBRIS EXTERNAL PROTEXRONPRESCRIBEDINSEE10N1fi26.1 OF 7TiE FLORIDABUILDINGCODEFORIIONn6. SfDEuTES ARE AN OPTION AN—" USED IN A :SINGLE nP nnipoi Common to otl frame conditions) r --- - 24 ga. (0.020) minimum thickness, blvanizedsteelA-525 commercial unlity - AKDO orore STM,^620 with yield strength Fy ave.)=25,675 psi, sitondedPolystyreneewith0to.25Ibs. density eldlNoInc led". The active and hoc panels ore conatucted nn24CA, (OD20' min.) galvanizad steel. The face sheet top dbottomsarebent90' over the top and bottom rails. Tim top IcansstsofLVLmeasuring1.67' x 1.0421. The bottom rail is Iformed0.021" galvanized steel measuring 1.67' x 1.21' with 1'645' x 3.0' x '' 31' piece of Pressed fiber board of each rler attached w/0.5' x 2.0' wire staples. The sides of the 'foce rotarerollformedintotheLVElatchstileandPonderosaPinegostilewhichmeasure1.67' x f.0' The interior cavity is dwiUfPohslyrene. The face sheet is glued to the fiQMdU"' MU"The sash is constructed from 24GA t 0e galvanized steel• The edges of the lace sheet are bent g0' rthepolystyrenecoreandandgluedtoit. The sashes are edtoreceivetheODE (HP PofyprapyleAE Them0f,T-P6- frame. The units ore glazed with .125' tempered glow.30Fg039e 1e3aresealedwithQS0glazingTheiltra C— st r' 9 compound on the exterior. mion• The frames are constructed from Ponderoso Jambsmeasuring4.563' x 1.25'. The head jambs are Ised and butt joined to the side Jambs and attached with (3) 2' x 7/76' craven wire stopks. The units use a scope tablealuminumthresholdmeasuring4.562' x 1.173'. The holdisattachedtothefromewithr wire stoDles. (3) 160A. 2" x 7f 16' 74. 5" OVERALL MAX. FRAME WIDTH 36. 625" MAX. PANEL WIDTH 36" MAX. W/ ASSTRAGAL T PANEL WIDTH 70"- OVERALL MAX. FRAME WIDTH f4' MAX. 36- MAX. NEL WIDTH PANEL WIDTH' 15. 5' MAX. FRAME WIDTH MAX. PANEL WIDTH . AY AK J 0 2 LAV6- MAX4 - 0 a D. L.O. 6 - 6" MAX. D. L.O. i o N0 irliDM 1NfERfOR INSWING UNIT i07" OVERALL MAX. FRAME WIDTH 36. 625' MAX. 15.5' MAX. rPANEL WIDTH 36" MAX. FRAME WIDTH by/ gSTRgGgL PANEL WIDTH 74' MAX. PANEL WIDTH IN- ACTNE ACTIVE d J r r d z a 6' MAX. D. L.O. in p N VI 0 o mDOUBLE 5 W1StI7Ef SMRN NUN(j- DESIGN WHEREWATERINFILTRATIONESSUREQUIREMENTISNOT NEEDED WITH WINDJAMBER It WITH IMPERIAL UNIT TYPEASTRAGALASTRAGALSINGLE & DOUBLE + 70.0psf-70.0psf +57.Opsf -57.0 GLE & DOUBLEW/SIOFIIms +70.O1391 -70.0psf +57.0osf -S7 r 813.664. 3631 ft WLP or. RW No Na.: S-2166 1 or i 5 5 Z rd 2 d a a n 0 19 2 0 SEE NOTE 7 SH7 4 .i Y Y SEE NOTE N 4 SHT. 4 EA 7 2 i SEE NOTE 3 v 1.75" MIN. PANEL THK. r G, i z lkEd 1 O y`j N O INTERIOR O 17 . 125" MIN. 1D GLASS THK. om 0 1 1.75" MIN, PANEL THK. DIN 3 9 7 29 ik, q o e c17. ar da m m VERTICAL CROSS—SECTION N w VERTICAL CROSS—SECTION 16 N W DOOR PANEL SIDELITE SASH E 813.684.3831 GAM 10 15 O i itbW SCAL N.T.S. of. or: WLN cm. By: RW DPAYMG NO.: S-2166 sw 2 or 7 1, 15' MIN. w a 29 10 15 . n 25" MAX. SHIM -THK. Fl v INACTIVE ACTIVE 0. IS" MIN. C-SINK Mt C ri 10nIEXTERfQtea. 31 15 SEE NOTE Z D 1 SHT. 4 a> 1 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0' L. r v 312" OUl @ TOP & (2) 8.0' L. 21 3442 19 a x .312" DUI. @ BOTTOM 13 6 w 3 AT ASTRAGAL WINDJAMBER 11 R88J SEE DESIGN PRESSURE RATING 2 HORIZONTAL CRO s SECTION HINGE JAMB TO BUCK 5 SEE NOTE m y CHART SHEET 1 8 SHE 4 Ti to 1.15' MIN. x fMB.-- 18 a' 25' MAX. SHIM THK. 15' MIN. 29 10 INACTIVE a V, C-SINK ACTIVE a 10 15 x 41v, z 15 29 7 SEE NOTE n w 2 SHT. 4 1 v tr staB zcASTRAGALRETAINERBOLTS (2) TOTAL, (1) 9.0' L, x 312' @ 70P Qr 9.0' L x .312" DlA. @ BOTTOOMM ALUM. RETAINING SLIDE 21 34 42 3) 1.0" x 4.5" x 0.565" 11D° CaN TANT, ItiG 8 7 15 OPTIONAL ASTRAGAL 813.8f14 3931 a>E f 1 15 O fHORIZONT6(, CROSS M 18 S .710NSEENOTE1wATj&F 5 SHT. 1 IEBL4B ^ `J sxx N.7 S. 4 r a 1MPER ApTmred Nano .ibu 7DN R0 SEE DESIGN PRESSURE RATING uWle , p oM4 qr; WLN 3 LATCH JAMB TO BUCK CHART SHEET 1 ply _ SY. RW213442CKK suasl Dade no., owrern 5-2166 sir OF 7 4 SEE NOTE 28 9 SHE 4 SEE NOTE 9 SHE 4 SEE NOTE 8 SHT. 4 25 28 3 75" MAX. 9 z Y 29 8 PAD N 38 n a QB Z Y SEE NOTE 6 SHT. 4 4 3 d37 10 15 W 17 1 i0 38 nn 29 37 Z. 7B401INTERIO 13a14NSEENOTE4732 J SHT, 4 4 d 6 SEE NOTE 32 In a oSEENOTESEENO7ESEENOTEINTERIOR213442 4 SHT. 4 7 SHT. 4 5 SHT. 4 nZ 5 8 SHT: 4 47 SEE NOTE SEE4TE 3 SHT, N Wiz 2 AL AT SIDEL/TE SEE4 S NOTE CROSS SEr710N 4 biB. I IL dal 8 I QHORIZONTALCRO55SECTtON4J AT SIDELITE TO 1. 15' MIN. EMB. 20 TO HINGE TYP. lvi LATCHJAMSiw15' MIN, COUNTERSINK g1 W o NOTES: 1, SPACING FOR 18 x -i' PFH SCREW ATTACHING THE WINDLIAMBER ASTRAGAL`TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN;, 1.0", 3.0" & 5.0' FROM THE BOTTOM UP• 10' 4 Ad 2Y 4 29 Y 13A1 sMlj a 3. 0 . 5,07, 20.0" & 38.75', 2. SPACING FOR ITEM 41 110 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE 25 a' INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 , 25', 4.0', 5.5', 13. 0 , 18,0' & 26.0. 3. SPACING FOR 18 x 1 1/2' PLASCEW 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', 13.0, 26.0', 39,0', 52.0' & 63.0', 4. SPACING FOR BRAD TRIM NAIL 3/4' L ATTACHING THE QUARTER ROUND TO THE SIDELTTE 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 THEFIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELfTE JAMB AT THE MULLION USE A 18 x 2' PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 8.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7, THE SDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8' x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L., 8. 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 SIDELTTE JAMB AT THE MULLION USE 110 x 1 3/4' PFH WOOD SCREW, 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 128 A i' TRIM NAIL SPACED A MAX, OF 12' ON CENTER. 4 D 4. 25MAX. SHIM THK. INTERIOR SEE NOTE 3 E NOTE4 SHT. 4 SEE NOTE 3 HDRIZDNTAL CRO55 sccnnu 7 SHT. 4 4 AT SIOEI Ift TO BULK TYP evlwn Corrsuurnrts, e 613 884. 3831 ME. 11 15 0' MkcL N. T.S. Approv enmmplym8wj* W Oak Oak Ow- ft WLN en RW NOAr' CHKtHbd .. D ey Na S- 2165 4 of sHm SEE DETAIL "F" SHEET 5 SEE DETAIL 3" G SHEET 5 1 6" 3" 1 TYP. it ri TYP. in n MM TYP. SEE DETAIL H SHEET 5 _ T Q to ro A A M . ro M i m'• ! 8 6' 3" 3" 6 3 SEE3„ DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCATIONS DETAt-_LGHIND TO JAMBS do DOOR SEE NOTE 5 SHT, 4 0 0 WIN Ab R,ql OPTIONAL_ DETAIL F Hi RETAINER BOLTS HEADER lMPEITIbC STRACA[ STRIKE PLATE RETAINER BOLT HEAD STRIKE PLATE SEE DETAIL G SHEEP 5 cc 6" n © T TYP. T CU Q fA J. 2 y c41 SEE — — 71P n M 2 (3 DETAIL J SHT $ .pM 5 tn EE OD NOTE f m V d 6 SHT. 4 I - Q D pi ^ TYP. TYP. cCD y a zo1 1-3- LC I I 16TYP{ { oW I No 3" 3" 4.5" 4.5" o =$ Q W a a IINGLE DOOR WISIDELITES ANCHMNQ f OCen0NS zo_ a ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLDIdoINTOTHEMASONRY DEEP ENOUGH FOR A 2" THROW 16 0 DETAIL H STRIKE PLATES TO WINDJAMER c tASTRAGAL f5'SH-T. DETAf_ L K Sit I OPTONAL DETAIL K S euiwn WINDJAMBER ASTRAGAL IMPERIAL ASTRAGALERETAINERBOLTHOLESRETAINERBOLTTHRESHOLD STRIKE PLATE 5 oArc 11 15 0' APPmvd"poogbieswith the SML N.T.S. Florida UateON. By: WLN noes anc er: RW P1 wi sde a DETAIL ,ZST_.R(KEe,G NO.: OPTIONAL DETAILHSTRIKEPLATESTO JAMBS PLATES TO IMPERIAL iBy S-2166 SEE NOTE 5 SHT. 4 ASTRAGAL sir 5 or 7 SEE DETAIL "F" SHEET 5 SEE DETAIL 3" G SHEET 5 6" 1 3" ---I" 3" 3" — 3" 3" I N- 3" W N M R r. MM n M v L 3" 3" 33" 3" 4. 5" 6" 3 3" 3" 6" SEE DETAIL K SHT. 5 --1 I-- 4.5 DOUBLE DOOR W/cIDELITES ANCHORING nrennNS z = 30 33 38 EXTERI 1 30 37 It 45 a INTO 33 17 33 40 SEE NOTE 2 3 SHT. 4 0. 5" GLASS R BITE N o e 1N • DE7At ' 1 / 9" up RFD . ecc 1 T I1 II II 11 1 Q 3" TYR 0 TYP.. T1P in SEE DETAIL n SEE NOTE H SHEET 5 SHE 4 6SEE NOTE 6 SHE 4TYR LinLTYRSEE DETAIL — 16 n K SHE 5 i6 1 TYP. I SEE DETAIL Q G SHEET 5 N m 1 z3a SEE TYR,„ S 99 e; DETAIL °Q p SSHT. _ _ Mn^O1 M Y 2 `n NP. viM 1' rrP. N P o o0 m J tO ( 6 Z? M R iZ, 1— —i 16 TYp. — _r 1P1 2 a As 6-- 6" g SINGLE DOOR ANCHORING LOCATIONS" 813. 684.3831 DATE, 11/15/07 APPmred soomM.+'mt Wilbike scar: N.T.S. Fkli a tZti1lvg Cods M. ev: WLN DauNOANMIsm1D cwc. er. RW ePmu' OPAYa11C No.: Br S-2166 sNrr 6 ov 7 1.67" T r,-- 1 1 T I.. - - r, "I 2 4 W00D O J VL LaT 17 3 8 11.875" DLA. VARIES WAOCK USED F `U L WOOD LOCK BLOCK. ± 71' THK r5 w N O O O O a x 4 STEEL DOOR HtNaF 097" TNK. STEEL BY HAGER 3.0" —, O N DRILL 7RU FOR A #8 PFH WOOD DRILL TRU FOR SCREW 2PLCS .357' DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR68J TRIK P aT STEEL PLATE jam---- 4.562" 1 --- .125" co n rn AQJUSTAB E INSWING THRE HO f) W/AWUS7A8LE CAP I BY IMPERIAL .051" WALL THK. 2.4375`,--{ 38 LITE FRAME Oni f^ 2.063' HP POLYPROPYLENE THERMOF±L-P6-3OFMO39 7) 6 co N N aD IUSTABLE INSWING THR SI Ol n W/SIDEUTE BOTTOM SEAL BY IMPERIAL .051" WALL THK. 2.375" 1-0- ASTRAGAL u^o (1) 9.0' L. xS.312" DIA.to ASTRAGALp lax 312" DIA. BOLT ® TOP & ^ BOLTS ® BOTTOM & 1) 9.0' L. x .312" DIA. N (2) 8 .0" L. x .312" OLA. BOLT ® BOTTOM II BOLTS ® TOP 1-4.912" 18 h-- 1.767' I A 26 ASTRAGA WJN /aA/B R EXTRUDED ALUMINUM 07" WAI1 (µWR6W T-6063 EXTgttDED ALumiNum 25" ---I 1 7 a N Z N 1 IL 3o 1. 73' DOOR STEEL EDGE CAP. BOTTOM 2 021 " ROLL. FORMED -STEEL= 2 Z m a rss" 168" o 0$ 45"—{ A I J Cz . 45"I a 27 INSWING DOOR BOTTOM y W P. EXTRUDED VINYL m 060" THK WALL TYP. o co 0o I 140" 52510 LTA BUIDII COMPRESSIONWE4THRSR71PCONSens, uSCHLEGEL Q—LON ODS 6+0 814.3831 11 15 0' Apprarcdn c*mp4*whhtu scut: N.T.S. od D6G. Bv: WLN Dinp Dy S-2166 sllticr 7 a 7