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Home My WebLink About154 Cedar Ridge Lnperraft #: Job Address: IDS i Deaerlption of Worl(, 1Hiistoric District: Zo PA CI'T'Y OF aAINFORD PeRiriur APPLICATION RECEIVED q MAR 2 6 2007 Peranit p/lae: Ruilditag -Y.— Electricai ... _ Meclaartica.l _.___.__. Piu111bing.�-- Purr Sprinkler//,•lana pool Elactrical: Neva Service _. #;. of AMPS _._...._ Adeliflon/Alteration ____ C1 ange of 9�1 Vice _._- Terrlparary P�te�-_ MetlasArARcal: Reaiclential __ Non ltesidentia.l Repineollaet)t, — (rx%ct j_a.yatac & Ellra,*RY Cale. Required) l'lumbbig/ New ropy meA^ciaA: # of t'ixrures of Water & se'w;,r Lines ....... ,... ____. i# of Gas Ulm 1Pltumb>f>tAg'/N eav Residential: # of Wawtr Cioseis—_.._..------ JpIAAIIaIAI lA IR e�llalrt — P,rstttetli al al' ('olnrXlereial T _ Occupancy l,yPe; Residential _ k Commercial laltt)astria,l _. _—__-- Total Square pootage:: constriAcriotl Type: #0 Swries: # of TlavalBilii{ l Slllt4; R� IAAr> tl rape. . _._ (MMA form regnlrad fox- OdAelp o mem .X) Parcel l#: Pat5,' L a Ammmm Ownan; Name & ContractOr Name &c Address: Phone. & 1FAx:'U sanding Company Address; Mortme Lander: Address, �A.rchitect,%n gineer: Address: ConlxAci:l ongon: l''A'00f Of OWntA SW13 ,& Sta1:c Limse NiAnil r: phonm: _.—.._.__..v-��___._.._._....__.-_._._-..._._...____.......____�.._._.-_...�._.._ FAX: lon issu ll CA of .is hrrcUy ndadr. rc obtain Wor e p it, to do tine work and iA)st:rallariotaa as indirarrd. S aorr;il'y that no worlr. Or iaastgTiiA,ticAn has^cotrin)enced prior to r.SAc ernnjl, of a e gar A: az)d rhat all work will lac perfctrned to mcmt stanraa)'ds of all I.Hwd pr.. ,,Atatitl cc�narrt,A tiara in tills, ja,IKisClietiou, T.ur�dorsmud Haat a separat:c putr)nit mrtw h snruretl fete FL.13CT'RTCAI. WORK, PL,i.Jivli3gNCv, �iC;NS, WF?.S.,t.^ti, POOL.9, Fi.iRNACTy l3{lTl )?TtS TT)3ATikRR TANKS, atld ATR COND[TTONd3R,9, ere, OWNEKSAM&y1j; I certify chat All Of ri)c fprcgoit)ll 1n'Pot:atArion is acr..).trtrtr,. and i:htit all work will be dot�Au� in rarhplittoro with all applfegt)Aes levee Iegulgt�� TWrC - FOR and xaninlC. WARNING TO O1NN&R: YOUR, 17AU URE TO REC10.•11 A NOTICE Cik' COMMENCEMENT MAY 12133Ln T IN YCJtilt PAYING AT TO FOR 13ppROt/rMF3NTS TO YOCfR PROPERTY, Tk' YCli.t TNTi?k1p Tt� C1T3� AEN P1b1AOF COi, M NSUf,T' WTTk{ Y(7t S 1,131T IN C1R. AN ATT()RNPX BT?FORF, RTCORI7Thi�1 YOUR NO l'TCT: Q1 C Clp l)�1ti,1(F1NT,) 11f'. ImomI : In ddh:ion to the require znenrs of this herlt)ir., dacrr may bn rt•dtlirinnal t'estricricns applicable r:o dais )srolaerry.Aiiet: may lam found in the public records a ' this roand there tray br.. additional permits re aired ri from, other liovr;,rmmantraler)t:lt;ics eeas wnser ntanra•grtnrnt distt'lets, state apancies, Orfederal Acceptance n( pern�it is vcrifiraiion fbsr (velli aft+ nci 9. notify the owner' of die 71'oper[y of the m(ItArcmEnrc rvPl:Frf 777wr - _.. Signature o; Z)wnnr/Apenr. Date. Print Owner/Agenr's Nat)7e Sill»attne. of Nnrary.Srare of Plorida Don OwrAer/Ap.m. is _ Personally Mn to Me nr Produced I _ A.PPLiCATION APPROVED Tay, Bldg:--- — -�� ZoniaR. (initia .. DAtc) SPrcial Conditions:.---,-- — lay iJH.te: CorlcrrAetnr//�grnt` i� Parsona•ily Known to tyle M. (initial ,t hoer) Utilities: —_ --- FD: (1t11da(8r. Dare) (fnirirtl d, T?a� tc) From: Michelle Snyder To: Dan Decker Date: 3/21/2007 Time: 1:24:06 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$740.83 Stock Sanford FR-fbgl 407-323-3874 0264 littp://www.scpafl.org/web/re_web.seminole_county title?parcel=31193152700000240... 3/21/2007 C._ Clxvin JcxmmscK.0 A. ASA .:x ., FROPERTV APPRAISER 1 i ott r. stun sT M e =" SANF0R4,FL3"7f•14 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0240 Number of Buildings: 1 Owner: GUY PATSY L & Depreciated Bldg Value: $92,380 OwnlAddr: GUY LASHELLE R Depreciated EXFT Value: $0 Mailing Address: 154 CEDAR RIDGE LN Land Value (Market): $28,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 154 CEDAR RIDGE LN SANFORD 32771 Just/Market Value: $120,380 Subdivision Name: CEDAR HILL REPEAT Assessed Value (SOH): $116,815 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2006) Taxable Value: $91,815 Dor: 01 -SINGLE FAMILY Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $1,751 QUIT CLAIM DEED 09/2005 05948 1448 $63,600 Improved No 2006 Tax Bill Amount: $1,751 SPECIAL 01/2004 05578 0382 $126,000 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY DEED 2006 Taxable Value: $88,966 WARRANTY DEED 07/2004 05390 0975 $567,300 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... -� Method Units Price Value LOT 24 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 28,000.00 $28,000 97 & 98 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 6 1,264 1,716 1,264 CB/STUCCO $92,380 $93,787 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 52 Appendage I Sqft GARAGE FINISHED /400 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on JusWarket value. littp://www.scpafl.org/web/re_web.seminole_county title?parcel=31193152700000240... 3/21/2007 LIMITED POWER ATTORNEY I hereby name and appoint: kIC ate–Sn 1` _Printed Name of Appointee DeQla-q D��IZ��-company Name of Appointee to be my lawful attomey4n-fact to act for me in applying to Government CommerciaUResidential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do al things necessary to this appointment: Section Township Range 5a Subdivision _ Block Address of Property Address Signed:—_ ow fid canErecOor oiAnaeue Date: / 02 Certified Contractor.��hl'�/ 7- prkdod name Contractor License #:_ State of ) Count477zapyd b end bef me s L day of (name to me or who has produced _ F0RMporwrdaparay10 MV4v !7% by d) who is pen o�r�Y?Uel, Phyllis J. Nicholas Commission #DD275024 Expires: Dec 14, 2007 �9TFpp p.�Q` Bonded Thru "' Atlantic Bonding Co., Inc. Fi 3ano I Opening will meet 35 PSF +/- requirement �Epjace -f2{ (�!n awiZunt%. J. rida Building Code Online http://www,floridabuilding.org/pr/pl�_app Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed.the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4389-RO New 2001 Approved r - Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253)875-7300 rickw@rvvbldgconsultants.com Andrew Na rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Wendell W. Haney PE- 54158 National Accreditation and Management Institute L.F. Schmidt, P.E. Standard Accepted Engineering Practice ASTM E1300 ASTM E330 Year 2001 1994 1984 i ,, A F i n/,�oO6 4 Si i -ida Building Code Online http://www.floridabuilding.org/pr/pi_app_au-aspxrparV X.t. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2005 Date Validated 04/22/2005 Date Pending FBC Approval 04/29/2005 Date Approved 05/12/2005 Date Revised 08/05/2005 Summary of Products FL # Model, Number or. Name I Description 4389.1 a. Single 'non -Impact" up to a 3'0 x 6'8 Single (X) "non -Impact" Glazed Fiberglass Glazed Door Fiberglass Door - Inswing or Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 4389 T 4389.1 EVAL.pdf Design Pressure: +/- PTID 438.9 T 4389.1 INST.pdf Other: This product meets the requirements for PTID 4389 T 4389.2 EVAL.pdf the State of Florida excluding the "HVHZ". When PTID 4389 T 4389.2 INST.pdf used in wind-borne debris regions this product is PTID 4389 T 4389.3 EVAL.pdf required to be protected with an impact resistant PTID 4389 T 4389.3 INST.pdf covering that complies with Section 1606.1.4 of the j PTID 4389 T 4389:4-EVAL.pdf Florida Building Code. Maximum Design Pressure PTID 4389 T 4389.4 INST.pdf Rating - Positive 50.0 PSF and Negative 50.0 PSF PTID 4389 T 4389.5 EVAL.pdf (see 4389.1 EVAL for any additional size and use PTID 4389 T 4389.5 INST.pdf limitations). ! PTID 4389 T 4389.6 EVALpdf PTID 4389 T 4389.6INST.pdf PTID 4389 T 4389.7 EVAL.pdf PTID 4389 T 4389.7 INST.pdf _...._- __._.. - -- _._ ._._. ...__..._.. - _....._....-- ..__.._ 4389.2 b- Single "non -Impact" i up to a 3'0 x 68 Single with Boxed Sidelite (XO or Fiberglass Glazed Door with j OX) - "non -Impact" Glazed Fiberglass Door - Sidelite Inswing or Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: ; Verified By: j Approved for use outside HVHZ: i Evaluation Reports Impact Resistant: Design Pressure: Other: This product meets the requirements for i the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is j required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure i •. Rating - Positive 55.0 PSF and Negative 55.0 PSF (see 4389.2 EVAL for any additional size and use j limitations). ites od with '8 Sing 4389.3 c. Single Upnon-Impact' Fiberglass Glazed Door with Gt zed Fibe gBass DoordelIns wing or Sidelites - Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: I Approved for use outside HVHZ: Evaluation Reports j Impact Resistant: Design Pressure: F/ Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant 4i1ntlnnl, n cc' rida Building Code Online http://www.floridabuilding.org/pr/pr�_appqti.aspxcpurwij-wv� v,,,,e. covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50-0 PSF (see 4689.3 EVAL for any additional size and use 3 limitations)- . . ...... ...... ...... 4389.4 d. Double "non -Impact" Fiberglass Glazed Door J------ - --- ... ....... Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: impact Resistant: Design Pressure: Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.4 EVAL for any additional size and use 1 limitations). up to a 6'0 x 6'8 Double (XX) - "non -Impact" Glazed Fiberglass Door - Inswing or Outswing installation Instructions Verified By: Evaluation Reports 4389.5 e. Double "non -Impact" j up to a 6'0 x 6'8 Double with Boxed Sidelites Fiberglass Glazed Door with (OXXO) - "non -Impact" Glazed Fiberglass Door - Sidelites Inswing or Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ. Evaluation Reports Impact Resistant: Design Pressure: Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.5 EVAL for any additional size and use limitations). 14389.6 f. Single "non -impact" up to a TO x 6'8 Single with Sidelite (XO or OX) Fiberglass Glazed Door with non -Impact" Glazed Fiberglass Door - utilizing a Sidelite and Continuous Head Continuous Head and Sill - Inswing or Outswing 1 and Sill .... .. .... ..... Limits of Use (See Other) Installation Instructions Approved for use in HVHZ-. Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When I used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF • (see 4389.6 EVAL for any additional size and use limitations). 4389.7 g. Single "non -impact" up to a 3'0 x 6'8 Single with Sidelites (OXO) - Fiberglass Glazed Door with "non -Impact" Glazed Fiberglass Door - utilizing a Sidelites and Continuous Head Continuous Head and Sill - Inswing or Outswing and Sill _rA 6/10/2006 4-S5 - ida Building Code Online http://www.floridabuilding.orgipr/pr_app__ati.aspxrparam=wur- v Ate. Limits of Use (See Other) installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 50.0 PSF and Negative 50.0 PSF (see 4389.7 EVAL for any additional size and use limitations). Back BaNext DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 (D 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: Mogan P A tnnin not A.cr T R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.Q. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: ITS 4389.1 Date: April 16, 2005 Product Category: Exterior Doors Product sub -category: Swinging Product Name: Fiberglass Glazed "Non -Impact" Door Single – In -swing or Out -swing Manufacturer: Trinity Glass International 4621192nd Street East Tacoma, WA 98446 Phone: 253.875.7300 Fax: 253.875.7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Trinity Glass International based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2001 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 487 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. 4it Wendell W. an 6—. .E. 4�t4FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva] 4389.Ldoc Sheet 1 of 3 Limitations 1. The Trinity Glass International Glazed Fiberglass "Non -Impact" In -swing or Out -swing Door has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in wind-borne debris regions, this product is required to be protected with an impact resistant covering that complies with Section 1606.1.4 of the Florida Building Code. 3. Size Limitations: Configurations MAX. Frame Width MAX. Frame Height Single X 37.5" 81.625" 4. The Design Pressure Ratings (PSF) for the Single units are as follows: Swing O.A. Frame Dimensions O. A. Daylight Opening Positive Negative 37.5" 21.00" In -Swing X X + 50.0 PSF - 50.0 PSF 81.625" 63.00" 37.5" 21.00" Out -Swing X X + 50.0 PSF - 50.0 PSF 80.50" 63.00" Wendell W. e aney, E. FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eval 4389.1.doe Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL 487 titled 3'0 x 6'8 Glazed Fiberglass "Non -Impact" Door In -swing / Out -swing prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E. B Tests Performed Testing per ASTM E283-91 and ASTM E330-84 as performed by Testing Evaluation Laboratories Inc. and reported in test report number 05-0411-_l, dated April 16, 2005 and signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by testing performed by Testing Evaluation Laboratories, Inc. and reported in test report number 05-0411-1. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM E1300-94 and ASTM El 300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, Inc. certifying that Trinity Glass International is manufacturing products within a quality assurance program. Y Wendell W. H ey, P. . FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva14389.1.doc Sheet 3 of 3 kid& 40.0" O.A WIDTH h $ \N w/ BRICK MOLD S �N I N T E R N A T I O N A L a� 37.5" MAX. OVERALL ° o V o FRAME WIDTH a c° = Z J c o c 4621 192nd STREET EAST TACOMA, WA 98446 35.75" MAX, TEL: 253-875-7300 . FAX: 253-875-7301 PANEL WIDTH m u R m a o v i$Z `o = o"E 3'6 X 6'8 FIBERGLASS a ' a a m c s FULL LITE DOOR INSWING / OUTSWING ��++ rrNON'IMPAVT" L1-1 o 1V m s cs Zw 3 J W �alW-2 J �t0 LO GENERAL NOTES �I y EEO a in 00; (L z o_ 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE r` `� WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH 0 m VELOCITY HURRICANE ZONE". w 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N 3. WHEN USED IN AREAS REQUIRING WIND—BORNE DEBRIS Z 0 PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH v) AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF FULL LITE DOOR THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR VIEWED FROM EXTERIOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO w FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATINGS SINGLES (PSF) 0 a TABLE OF CONTENTS Z 1 TYPICAL ELEVATIONS DESIGN PRESSURES &GENERAL NOTES DATE! 04/11/05 2 VERTICAL & HORI ON AL SECTIONS scar: N.T.S. 3 BUCK & FRAME ANCHORING EW 4 COMPONENTS �' 5 BILL OF MATERIAL, COMPONENTS & GLAZING DETAIL ONK. BY, WWH ORAWINO NO.: FL -487 sN� 1 0v 5 OVERALL OVERALL GLASS ASTM E1300-94 ASTM E7300-02 FRAME DAY LI 2,.0" MAX. GHT D.L.O. / POSITIVE '� o NEGATIVE DIMENSION DIMENSION TYPE INSWING 37.50" x 81.625" 21.00" x 63.00" 1/8" TEMPERED AIR 1/8" TEMPERED GHT POSITIVE NEGATIVE POSITIVE NEGATIVE DIMENSION DIMENSION TYPE INSWING 37.50" x 81.625" 21.00" x 63.00" 1/8" TEMPERED AIR 1/8" TEMPERED t50.0 —50.0 +50.0 —50.0 OUTSWING 37.50" x 80,50" 21.00" x 63.00" +50.0 —50.0 +50.0 —50.0 1-7/4" MIN. EMB. (TYP.) .25" MAX. SHIM THK. 25 37 18SEE NOTE3 2 NOTES 1. DEADBOLT LOCATED ® 40.375" FROM TOP OF DOOR PANEL. 2. LOCKSET LOCATED ® 45.875" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED ® 6.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. (1 ) VERTICAL CROSS SECTION 2 ® SILL W/OUTSWING THRESHOLD 37.5" MAX. OVERALL FRAME WIDTH 16 i5 23 17 ImoRIO— .� 0 EXTERIOR 2 HORIZONTAL CROSS SECTION �2� INSWING CONFIGURATION / 31 2" MIN. FROM MASONRY EDGE (TYP.) 31 ?d r1"� VERTICAL CROSS SECTION 2 INSWING CONFIGURATION DATE: 04/11/0 scat: N.T.S. DWO. er: EW CHK M WWH DM"NO NO.: FL -487 slimr -L of 5 Z oz EXTERIOR INTERIOR �w n= �w 35 36 34 ' 10 ai "^" r I 6 w 29 r r1"� VERTICAL CROSS SECTION 2 INSWING CONFIGURATION DATE: 04/11/0 scat: N.T.S. DWO. er: EW CHK M WWH DM"NO NO.: FL -487 slimr -L of 5 Z MIS CC�� W N W ew uZ o 6» 6" A ' d. n mUN�ai `o a o z °Z o — o a maamo�a u � C 3 8 0 27 O BRICK MOLD � g TYP. HEAD & JAMBSoo� 2X BUCK 2X BUCK wozz mWz at= �sDOOR FRAME ¢ �o N 5 W xEl0 m n w a z O 0 MASONRY OPENING MASONRY OPENING ^ Z a ? a 0 m 0 0 x } ,1 2X BUCK TO MASONRY DOOR FRAME TO BUCK ANCHORING w FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING o 0 z oAr�: 04/11/05 N07E5: SC&C, N.T.S. owa. BY: EW 1. ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CHK. BY: WWH CLEARANCE FROM MORTAR JOINTS. 0 AVAN0 NO.: FL -487 — 3 of 5 w z --- 4 4" 1 E G • I 28 �w 32 7YP. HEAD & JAMBS SEE NOTE 7 - �0 �a w 1.220' 1.562' 2.0" S 1 .562' _ 04 N � M N ow'4.it, N O U w I .. O R a0�Zm0m O a TOP RAIL HINGE STILE SUPPORTER O BOTTOM RAIL O BRICKMOLD a MATERIAL: PVC COMPOSITE MATERIAL: LVL (POPLAR) MATERIAL: PVC COMPOSITE MATERIAL: FJ PINEc (OPTIONAL) E r` u 0o 8 m 1.983" a 0.187" 0.307" 1.907' 3.983" --j T Doo { fn- r - 0.103" �-{ 0.103" I` ® � wmM 8 zZ Z ® � oT Jm O 'a C4 0 x ® O ® � pU m LOCK STILE EDGE HINGE STILE LOCK STILE GE PPORTER 16 MATERIAL: PVC COMPOSITE 14 MATERIAL: PVCOCOMPOSITE 15 MATERIAL: LVLU(POPLAR) 18 MATERIAL: STEEL MT m N �n 3.5" 2.450" F- 4.560' 1.220" 1.678" — Ici � � o a a o o N co 17 LOCK BLOCK JAMB GUARD DOOR MATERIAL: LVL (POPLAR) 20 MATERAL; 040" THK. O MATTERIAL:EEP PVC O O O GALV. STEEL 19 SILL KEY MATERIAL: PC/ASA 4.560" 2.435" T [wre 04 1 1 0: � scuF N.T.S. 1 owc. Ery: EW CHK. BY: WWH FL -487 4 CF ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079" MIN, THICKNESS FIBERGLASS 2 LATCH JAMB FINGER -JO NT PINE WOOD 3 HINGE JAMB - FlNGER-JOINT PINE WOOD 4 HEAD JAMB FINGER -JOINT PINE WOOD 5 IN -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTTOM SWEEP PVC 7 BRICK MOLD FINGER -JOINT PINE (OPTIONAL) W000 8 OUTSWING THRESHOLD _ AL. / COMP. 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu.ft. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QEBD650 Q-LON FOAM 13 LVL HINGE STILE LVL POPLAR POPLAR 14 PVC. COMPOSITE HINGE STILE EDGE PVC 15 LVL LATCH STILE LVL POPLAR POPLAR 78 PVC. COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 3.983" X 4,0" HINGE MIN 0.098" THICK STEEL 19 SILL KEY PC_ / ASA 20 JAMB GUARD 0.040" MIN. THICKNESS GALVANIZED STEEL STEEL 21 KWIKSET LATCH GRADE II STEEL 22 KWIKSET DEAOBOLT GRADE 11 - STEEL 23 STRIKE PLATE STEEL 24 HINGE TO DOOR SCREW #9 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL 25 HINGE TO BUCK SCREW #10 X 2.0 PFHWS (1 REQUIRED EACH HINGE) STEEL 26 STRIKE_ PLATE SCREW #8 X 2.0" PFHWS (2 REQUIRED EACH STRIKE PLATE) STEEL 27 JAMB TO BUCK SCREW #8 X 2.5" PFH SMS STEEL 28 2X BUCK WOOD 29 SEALANT - 30 MAX. 1/4" SHIM WOOD 31 MASONRY CONCRETE 32 3/16" z 2-3/4" TAPCON STEEL 33 3/16" u 2-114" TAPCON STEEL 34 LITE FRAME SCREW #8 X 1-1/2" SELF THREADING STEEL 35 LITE FRAME - ABS 36 1" INSULATED GLASS - 1/8" TEMPERED - AIR - 1/6" TEMPERED GLASS 37 #9 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) STEEL L � 4.563" -{ N r, O 2 3 4 SIDE & HEAD JAMBS MATERIAL• FJ PINE 5.625" r M OIN -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE 4.563" 0 OOUT -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME, SELF -THREADING SCREW INTERIOR 250" THICK SWIGGLE (TRUSEAL) -�"w fll-/ / TEMPERED GLASS .125" THICK � TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36 GLAZING DETAIL 1" INSULATED GLASS scw.E: N.T.S. owo. er: EW CHK BY: WWH FL -487 5 aF