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HomeMy WebLinkAbout218 Sir Lawrence DrCITY ORSANFORD PERMIT APPLICATION JUN 13 2003 Permit # : -�-- -� )- C? ( Date: Job Address: a "\g S 1 V -- Description Description of Work: Q.e12IC�Lrz�truttirIi+- Historic District: Zoning: Value of Work: $ 5 15 ,LA Permit Type: Building J Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Addition/Alteration Change of Service Tempor' ry Pole r _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial ` Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 10 0-"o — O1"1 Q (Attach Proof of Ownership & Legal Description) Owners i`'?ame & Address: L1n sa 1 SQt n oLl e>r �t� � it L4LW t`kr C E � lr sci.'(� fl?v Cf 1PL- :5;, 3 Phone: "cU Contractor Name & Address: —tMUrVjoors, Z� "lit 1 Q7Y ao1�S C•i W t n Frcr S� r i ate. FL '10� � State License Number: r, I a50LACt-1 Phone&Fax:�lnt1J-1 -14 1¢"'O��jO V4401-kOU-15 3tiontactPerson: V�)Q+'l Phone: 'Lty--6rt tf-,-O8'O Bonding Company: Address: Mortgage Lender: Address: -- Architect/Engineer: 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 entitiekas management districts, state agencies, or federal agencies. Acceptance of p rmit is verifica n that I will notify the owner of the property of the requrid Lie LaFS 13. Signa e of Own Agent Date ontra to /Agent to D L n Owner/Agent's Name r/ ent's Name Z— c-� /A tgnature of Nota -State of Florida Mte SignEOoNotary'- of Florida ate EBBIE BLANTONAMY TURNER MMISSION # DO 188491 pONotary Public, State of Florida RES: February 25,2007 Owner/Ag zdl �14R& r7,2007 Con ��ts6i6�1dhsd6+noaasdo4A4e r n�rodu d I pD 247873 APPLICATION APPROVED BY: Bldg: -1 Z3 01- Zoning: Utilities: FD: (initial & Date) (Initial & Date) (Initial & Date) (Ir;tial & Datet Special Conditions: :!�9 oo w I hereby name and appoint: t VL1C�L— ._._.—Printed Name of Appointee G _,.Company Name of Appointee to be my lawful attomey-in-fact to act for me In applying to Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: — —_ Section Township _...�. uv i cw _---- Range `J Subdivision Black — Lot - � L W rt-V,\ProJeot Address JA," ►_,d t -----------,__---_._...__Owner of Property oto w ja'1"l3QwnerAddress Signed:------- owded conhaotor signature Date: (_el O C, Certified Contractor: Acg'/ T: ��La►r _— prinad name Contractor License #:— CBG 1 �40'gf f Sats or Florid ) County of ) Sworn to ee4 eutssait!ed_ to me or who has Notary PUN conrriae'an r:oar%aoWdeM nWW2bo1W day of "kit) (narto yr - (name of penal pwwaky known Pbjc� LA—�c --- �,ia`•�"Y ••°v,��saaQ BRYANT K. ROBINSON �. :*: MY COMMISSION # DD 269995 =�• Pte: EXPIRES: November 25, 2007 '�, • • iy;��• Bonded mN Notary Public Underwriters 4e From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 6/4/2005 Time: 11:18:12 AM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $515.74 Stock Ci/Sanford Jeld Wen - stl 407321-1199 0264 http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=10203050100000970... 6/4/2005 ttiE { 4, r fi � qr­ IF! WAY '.. ..... :•.:.:.:.... m sena dmrt7YF1. npiki Tsr m ' 4JtHFGO[pyFL$s77t•14l� � � f 3tiF-X68-38176 7 i Cust: Frank Spindler 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 10-20-30-501-0000- Number of Buildings: 1 Parcel Id: 0970 Tax District: S1-SANFORD Depreciated Bldg Value: $103,578 Owner: SPINDLER HAZEL Exemptions: 00- Depreciated EXFTValue: $2,102 HOMESTEAD Land Value (Market): $21,000 Address: 218 SIR LAWRENCE DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $126,680 Property Address: 218 SIR LAWRENCE DR SANFORD 32773 Assessed Value (SOH): $75,463 Subdivision Name: GROVEVIEW VILLAGE Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $50,463 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,832 Deed Date Book Page Amount Vaclimp 2004 Tax Bill Amount: $989 WARRANTY DEED 01/1976 01104 1729 $32,900 Improved Save Our Homes (SOH) Savings: $843 WARRANTY DEED 01/1976 01076 0001 $395,200 Vacant 2004 Taxable Value: $48,265 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 97 GROVEVIEW VILLAGE PB 19 PGS 4 TO 6 LOT 0 0 1.000 21, 000.00 $21,000 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 1975 6 1,176 2,323 1,176 CONC BLOCK $103,578 $118,375 Appendage / Sgft ENCLOSED PORCH FINISHED/ 374 Appendage / Sgft ENCLOSED PORCH FINISHED/ 80 Appendage I Sqft ENCLOSED PORCH UNFINISHED / 693 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1994 221 $1,191 $1,879 ALUM PORCH W/CONC FL 1994 221 $911 $1,437 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you lecently purchased a homesteaded property your next ear's property tax will be based on Just/Maiket value. http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=10203050100000970... 6/4/2005 Spindler Residence 218 Sir Lawrence Sanford, FL 32773 Opening will meet 35 PSF +/- requirement 0 M I A M I-DADE MIAMI-DADE COUNTY, FLORIDA - METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, 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 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 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 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 High Velocity Hurricane Zone of the Florida Building Code. - DESCRIPTION: Series "DoorCraft®" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites— APPROVAL DOCUMENT: Drawing No. S-2195, dated 12/14/01, with revision 2 dated 06/07/02, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 107" x 6'8 Inswing Unit", sheets l through 7, prepared by R. W. Building Consultants, 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: None LABELING: 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", 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 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 Miami -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. Thus NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01-1224.04 o Expiration Date: August 15, 2007 Approval Date: August 15, 2002 Page 1 xrCraft® WOOD EDGE W000 8M BLAZED INWLATED STEEL DOOR IN84Y1N "UNITS WIA WADUrSIDELITES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SFW1 BE BEYOND WALL DRESSING OR STUCCO. j 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR 'NIGH VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART) 6. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 7. SIDaITES ARE AN OP710N AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets 24 ga. (0.027i minimum U*bress, Galvanized steel A-525 commercial quality - AKDQ per ASTM 620 with yield strermgth Fy(ava)=47,575 ps7. Expanded poystyrene ith 1.0 to 125 lbs. density. by Jeld-Wen. Inc. Panelinq: The oethe and Inactive panels are constructed forth 24GA. (0.021' min.) gohanized stool. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top roil consists o/ LVL measuring 1.67' x 1.042'. The bottom tall is roll formed 0.021" gohanized steel measuring 1.67' x 1.21'. The sides of the face sheet aro roll formed into the LYL latch stile and Ponderosa Pine hinge stTk which measure 1.67' 1.0'. The Interior covity is titled with poystynene. The face sheet is glued to the polystyrene. The panels aro routed to recohm the ODL (HP Polypropykne Pow4fil-P6-30FW91) lite froths. The units are glazed with 0.115' tempered glass or 1.0' ins. glass. The lite fromes are sealed with GSD lazing compound on the exterior. Sash Constriction Q : The sash is constructed from 24GA. (0.021' min.) galvanized steel. The edges of the two sheet are bent 90' over the poly- styrene core and and glued to it The sashes are routed to receive the ODL (HP TNerrw&-P6-30FM0391) fife frame. The units are glazed with 0.f25re't mpered gloss or 1.0' in& tempered glass. The Tole formes aro sealed with QSD glazing compound on the exterior. F Construct' : The frames are constructed from Ponderosa Phme jambs x 1.25. 7M head ' orbs aro mortised and butt joined to the side and attached with {JJp16CA 2' x 7/16' crown wire staples. The units use a slope adjustable aluminum threshold meos. 4.562' x 1.173'. The threohm is attached to the frame with (3) t6go. 1' x 7/16' crown wire 11*1 a. 7 4.5' OVERALL MAX. FRAME WIDTH 38.625' MAX. 36' MAX. PANEL WIDTH PANEL WIDTH W/ASTRAGAL A n (i)5EE DETAIL A_,(J) 37.5' OVERALL SHT.3 MAX. FRAME WIDTH 36" MAX. 11 PANEL WIDTH 14" MAX. n AAWFI WIN 70" OVERALL MAX. FRAME WIDTH 36' MAX. A r PANEL f MOTH '1 =l Pr r w I Of -"21.125' -"21.125" WIDTH MAX. D.L.O. 21.125" rj MAX. 0.1.0. �.i 6' MAX. o D.LO. MAX. D.L.O. gn WIDTH,, o WIDTH, r r IrN e r r AV' '4 AV o6 r (i)5EE DETAIL A_,(J) 37.5' OVERALL SHT.3 MAX. FRAME WIDTH 36" MAX. 11 PANEL WIDTH 14" MAX. n AAWFI WIN 70" OVERALL MAX. FRAME WIDTH 36' MAX. A r PANEL f MOTH '1 =l r r w I -"21.1 5 -"21.125' z = ° WIDTH MAX. D.L.O. a° r WIDTH., �.i 6' MAX. o D.LO. ® r gn WIDTH-" o r r a 6" MAX. r ® r AV -"21.125 ti r -"21.1 5 D.L.O. W U WIDTH MAX, e S = D.L.O. W WIDTH-" -" ACTIVE r a 6" MAX. ® o i D.L.O. AV' '4 AV o6 r DESIGN PR wore *mN u= xa um wLw r Mawr E z%W WON Yat BE00PUS MY At 10MM n101E- N A aW-r a A W ou 4 ainlw K. MA ton s wr= w W .rwmmeu UNIT TYPE SINGLE k DOUBLE W/OUT SURFACE BOLTS ON SINGLE rt DOUBLE WITH SURFACE BOLTS ON 0 RATING 107' OVERALL MAX. FRAME WIDTH 36.625' MAX. 36" MAX. - PANEL WIDTH T PANEL WIDTH W/ASTRAGAL r -"21.125` -"21.125 MAX. MAX. D.L.O. D.L.O. WIDTH WIDTH r r e AO r rr IN -ACTIVE -" ACTIVE DETAIL A 15.5" MAX. FRAME WIDTH 14' MAX. PANEL WIDTH a � r 6" MAX W = D.L.O. UU +- _ o �M a r 0 Q Ai SINGLE IDf1RES vvi INSWING UNIT 15.5' MAX.3• FRAME MOTH 14' MAX. PANEL WIDTH F- r � d r d 6" MAX. D.L.O. 5 N � p IF � eum�aava si�LrMrts, we INSWM1jtL$� 813.681.3831 wits are ala eY: WLI �- cwc ort RN p� ommAwsw ma.: 5-2195 �smrtr 1 aP • ° a d A. ° 2 19 INTERIO o SEE NOTE 0 7 SHT 4 'd 2 .125' MW. TEMP. SEE NOTE mak' O 7 SHT. 4 s +}k T SEE NOTE 2 INTERIO o MEWS 7 'd .125' MW. TEMP. CUSS 7NK. O 9 1.75' MIN.;Y;;, PANEL THK. t •:. .:� 9 �`e tA 2 ° °> °d v e , CROSSSECTYO SIDELTTE SASH ^ 813.884.3837 ate 12/14/01 WAII NTS .• cumplti.r ww the Gwo. er. WLN eMe er RW le hodctl owaNa ra., S-2195 s�xr av 7 SEE NOTE 2 SHL 4 o ,b INACTNE x .312' OIA. O BOTTOM AF ASTRAGAL ee s=m SEE DEM PRESSURE CHART a E _1 V sumom AM, RIC 813.884.3831 c 12/14/01 Le NTS > tM WLN c trr RW ren no. 5-2195 mr j aL 1.265` MiN. o EMB. N t� �^ S1M�� jy� ,ts' MIN. —'� } i7n{ C-SWK q .. a I ACTIVE PRIOR 10 0 • �— 77 Q � v 19 eta 13� JNIE6lOB 5 SEE NOTE 7 HINGE JAMB TO BUCK 5 4IP� a E _1 V sumom AM, RIC 813.884.3831 c 12/14/01 Le NTS > tM WLN c trr RW ren no. 5-2195 mr j aL SEE NOTE SEE NOTE 8 SHL 4 8 SHT. 4 i 1T 4 48 16 18 3 48 ai 50 4 SEE NOTE 5 14 0 8 O v 2 SHT. 4 25 29 29 S� OTE 5 38 m e Q h -DC7 a 37� t0 �. 1� 41 3844 ^ 1 10 col 37 a CL ++''�4n1•.i;;� ti'k .. �."k.,$'�s tom.',-ri 7 t .- Y IZ 41 n, f3 13 39 Co 40 39 12 7 1 3 s35 17 6 14 1 40 15 }� NO N 40 32 SEE TE �{ SEE NOTE 2 47 32 SEE NOTE 2 ?nB 5 SEE NOTE 6 47 2 SHT 4 24 INTMIO SHT 4 SEE NOTE 3 SEE NOTE 6 SEE NOTE 4 1008 SHT. 4 SEE NOTE 2 SHL 4 r �$ SHT. 4 SHT. 4 SHT, 4 21 34 42 SHL 4 SEE NOTE 3� AI SHT. 4 HORIZONTAL CROSS SECTION Hd HORIZONTAL CROSS SECTI 1.15' MIN. 20 ® AT SIOfi11TE TO HINGE IAMB. TYP. AT cl_ 1 tTf 1Q eT _H JAMB TYP. EMB. SEE DESIGN PRESSURE CHART SEE DESIGN PRESSURE CHART .15' MIN, {1 COUNTERSINK g 3 a d 3� Cd n 25 d7a iti EXTER10 NOTES.- 1. OTES:1. SPACING FOR /8 x 1' PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.07. 3.07, 5.0' & 19.0'. FROM THE BOTTOM UP: 1.0 3.0', 5.0, 20.0' & 38.75 t 9 a '''` ``•`` -"' `' 'r 2. SPACING FOR /8 x 1 1/2' PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) lMEBID6 SCREWS JO* IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN G ON THE SIDES 3.0', 13.0. 26.0'. 39.07, 52.0' & 63.0'. 17 3. SPACING FOR BRAD TRIM NAIL 3/4' L ATTACHING THE QUARTER ROUND TO THE SIOELITE IS AS FOLLOWS: TOP ⊥ 1.25 IN FROM EACH HORIZONTAL CORNER WITH (1) a, 4SEE NOTE 2 ^ a MORE NAIL IN THE MIDDLE SIDES; 1.25' FROM EACH ENO & SIX MORE EQUALLY SPACED ON 47 SEE NOTE 3 40 SMT 4 a THE RELD. .25' SHL 4 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2' SHIM THK. 32 SEE NOTE 6 xx PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT SHT. 4 ro THE MULLION USE /8 x 2.' PFH WOOD SCREW. 813.6643831 5. SPACING FOR /8 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS HORIZONTAL CROSS SECTION AS FOLLOWS; 6.0- FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A A7 SI URF TO BU TVP. rum 12/14/0 TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 6. THE SIDEUTE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULX ON THREE AW,rvttJmcampy9gwN►IOe >xAY N.T.S. SIDES & 3/8' x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L. ■Brlmn OM0 BY WLN 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE /10 x 2' PFH WOOD a¢ rm. RW SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE NOAr P1fao1 trArra N0.: /10 x 1 3/4' PFH WOOD SCREW. 5-2193 8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. trxtT 4 a 1 SEE DETAIL G SHEET 5 DETAIL G HINGE TO JAMBS DOOR SEE NOTE 7 SHT. 4 o.� SEE DETAIL "F" 3"'I SHEET 5 — 3.0" L6.0' 3.0" . 3.0" 6.0" r o T TYP. ®, - DETAIL 3.0" J SH � o b 5 _ REE NOTE J 5 SHT. 4 .r TYR c SEE DETAIL Typ. �c H SHEET 5 _ _ T 7YP. c 1 to M 4 T— ITYP. I I I i TYP. I 1 6.0' 3.0" 3.0' 3.0" 0" �^ 3.0" SEE DETAIL ifflimmkoffilammomm QQURI F DOOR ANC K SHT. 5 RING LOCATION SEE DETAIL G SHEET 5 DETAIL G HINGE TO JAMBS DOOR SEE NOTE 7 SHT. 4 o.� 3. 3" 3"'I 6.0" 6.0" © TYP. SEE - - DETAIL J SH 5 _ REE NOTE J 5 SHT. 4 Typ. L SURFACE BOLT DETAIL PLATE STRIKE PLA 0 JAMBS WI DETAIL F HEADERS SEE NOTE 4 SHT. 4 RETAINER BOLTS HEADER STRIKE PLATE do OPTIONAL SURFACE BOLT STRIKE PLATE 'P, �•- 3.0'0 g TM -� � W Vigil 1 I IN 3' 3- FEE SINGLE DOOR W/SMELITES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD ❑ & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW 1 DETAIL H STRIKE PLATE TO SURFACE BOLT WINDJAMBER ASTRAGAL _. STRIKE PLATE SEE DETAIL G SHEET 5 813.684.3831 III With at M. 8Y: � -- WLN O#L er. RW �q wuwxa na: �J. S-2195 SEE NOTE SHT. 4 SEE DETAIL "F" SHEET 5 j SEE DETAIL G SHEET 5 6" f 3- �n �^� M lM M 3' --i Mme- 6" 3�" F s 6, 3" 3. 6" 3" 3" 3" Ll 6" ,_SEE DETAIL K SHT. 5 DQUBLE DOOR W/SIDELITES ANCHORING LOCATIONS a: 4a 30 ? y 9 N EXTERIOB ----}-.5" GLASS B)TE CLe�ING DETAIL FOR DOOR_ PANEL et Sf0£LfTES 1/8" TEMPERED GLASS SEE NOTE SHT. 4 SEE DETAIL G SHEET 5 6. SEE T1P. n o DETAIL n a l , 5 SHT. 5 M K o1 ® _ ui MT � Typ I 0 _ N P _ j i= !'GLASS 0 125" TEMP. EXTERIO 75" AIR SPACE .125" TEMP. GLASS 75" STEEL INTERCEPT INTERIO SPACER .5" GLASS SITE GLAZING DETAIL DOOR PANEL OPTIONAL 1" INSULATED TEMPERED GLASS M.Mo"nt as •vmplylo� Withal F'M�rfda Buidlan Cade 813.884.3831 m 12/17/01 N.T.S. a. er WLN c ar RW uvwo no.: 5-2195 m ,_¢,_ or'L T � 4.5625" I N 1 T 2 4 WOOD FRAME in 3 50 2.063' a $N tV �--- 4.58, ---i ADJUSTABLE INSWIN • THRESHOLD O W/SIDELITE BOTTOM SEAL BY IMPERIAL .051" WALL THK. .25"� O1.73" --I DOOR STEEL EDGE CAP, BOTTOM 8' n 0 N SURFACE BOLT (IVES. .25" STEEL MODEL 454) .Ift N h 2.4375' O LITE FRAME 001 HP POLYPROPYLENE (THERMOFIL-P6-30FMO391) ," GLASS FRAME --1 1.0" f-- .�. T - ASTRAGAL HAS N (2) 8 .0' L. x .312" DIA. h BOLTS O BOTTOM k 2 8 .0" L. x .312' DU. ` 1 N 2.4375" 38 DRILL TRU FOR A 18 LITE FRAME OOL PFH WOOD HP POLYPROPYLENE SCREW 2PLCS (THERMOFIL—P6-30FM0391) N h 2.4375' O LITE FRAME 001 HP POLYPROPYLENE (THERMOFIL-P6-30FMO391) ," GLASS FRAME --1 1.0" f-- .�. T - ASTRAGAL HAS (2) 8 .0' L. x .312" DIA. o n BOLTS O BOTTOM k 2 8 .0" L. x .312' DU. ` 1 N BOLTS O TOP 1.767" 26 in ASTRAGAL M?AQ6 brR // (WR68J T-6060 EXTRUDED ALUMINUM g .525' f0 COMPRESSION WEATHERSRTIP SCH G O— ON ODS 650 in ci ® N DRILL TRU FOR 357" DbL ASTRAGAL RETAINER BOLTS R II WR68J STEEL PLATE 1.68" --I .156"��` 45' 5" .45" INSWINC 0" BOMM 27 �� .060�THK WALL TYPWALL TYP. O O �I O O 4 x 4 STEEL DOOR HINGE .097' THK. STEEL BY HAGER 11.875' TDIA. VARIES W/LOCK USED I0 L WOOD LOCK BLOCK. 1.71* THK. 15 Ile q* %SULTAMM.. n e 813.884.3831 ofa W. WLN 2t En RW 1""50—M02`195 "550 M02` -2195