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HomeMy WebLinkAbout2405 S Palmetto Ave (2)pmmo & QW , Job Address: -S?L i (-)`: Descriplion of Wom, Historic pistria: CITY OF SANFOW) VVI'VIAT APPUTCATV Dill PermjtType,- Plumbing n -n Firo Pool RWckkW: Now Sambe – 4 of AMM ... . .. ...... Chango of 901-vi.ce Tempol, ' Pole W-hAnfelll: Reoidenlill n-Rasideni tp..J Ary ---, No Plumbbig/ New Commerriav #Of & F,4161'V Cala. Roquired) 0 Of WaWr & SOWU Linn__ 0 of on jAms ocoupancy TIpe: Residential A., %nmovial q tR r Canstruction Type: of Swjje�% (PRUA form required tna, ottrm, qpeAjm X) W low 0 Parcel "NOON ('Aftub Proof o Owners 'v &- Legal llegellplia") Awnpm Namp. Lei Ve Phone: Cantractor Name &�Ae�ldnzsi BondingCOM13nny: 13 Adt,jrass; "ArtgoRp Addrew Applicadon, is by 11jrdf, . W Wj do.file �'Vn;,k issuance, of a. pormit'L�1d �Jjftj� all AVO anfl h),9M1Wi6k)A A,� OM or rR %vill be perfnrme�,l i1n qjnAt. qAn , � dArjg in tilis ha's commenced prior In me Pellylft mllql: be s,M) red Q ELRCTRI CAL WORT., PLI Im, I Of, , I M R at. J. selvirat", .AJR. CONDITIONSR1 ate. POMA FIWACK WIN! HKATBRs, TANNS, and r,rrtify that all Of din forogn!,j)g in-fo miallOn is mmmum and to ail wms wR", 4,, W 00DOMMSon and zmWg WARNTNC, To OWNBR: YOUR PAMURE TO WOW) A NOTME OF CO�WENCJIIM)aN mmhhft TwrcE r(.)R lMPR6VBMFNTS TO YOL.rR PROPERTY Irr Yoij pqj,p � TMAY krSLU,:T IN y()t p p VI G -)Rj)tj\j(4 yojjj� -(�tgrICT,.. 01,, CO ICF Nj) TO OBTAW MMATNCR�0, C ATTORbRI(BEFORE, REC,, j I . V117,Tf yoUr( 1'.•Cast. J A' N AN W01 W addition m Me mpsmmm of this RplAie, ah e 10 this PMPOVY AN may be Ownd in Me p,bh, records of this 00"Ill-Y, an4J 1118M may bc "(1ditionAl pan-nit_q reqiiii-ed froin af, Ancaptit)co. orpq,mij diallUtS, StAte Af,'N)Cjaj, )r federal agnt'it�l :1: alt "()rj fy the Ominel Of the pyopepl:v Of the Fid 71..1. Si,gnrxture Of Date SOIAftwn 0,i — Mcto..._.. /Z mt \1 NE ['rill Owtlev/A�r ain d same ouar$, i) �.' -00 Of Plok00 C" Pm * 'n ^tr X98 weer/Anr:.nt #R -- Persnnall}r mown to M(� or N u v . crio 'I t Z APPUCAnON AP"OVRD M, Ij ldg: IFtI 9peckk) Date)(ini.tial &z te) i'lU� fM S LIMITED POWER OF ATTORNEY I hereby name and appoint: 1 Ch I �—Printed Name of Appointee ywu—Company Name of Appointee to be my lawful attorney-in-fact to act for me in applying to Government Commerclal/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: "r— — Section ' Township Range5'1 Subdivision Block lot v 0-10­—Project Address LA — ---Owner of Property lC(t� ��_ o�� —6 _ —Owner Address Signed: —_�L'!.�- -- oertified controctar ei�atun Date: l 0 Certified Contractor��t�1;�t/_T.t��Lt✓_— prinied nanw Contractor License #:_ CBG Slate of ) ) County of }day of by / r (name of person acknowledged) who is person to mew who has produced rdenffication). .c Comnissian epree: (SaoCommission#DD275024 F0MVaw�darbmayV4250uav '_ °' N;:o= Phyllis J. Nicholas Dec 14, 2007 �9OF FLOQ� ""' Expires: Bonded Thru Atlantic Bonding Co., Inc. 2/3/2007 12:22 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1 e Seminole County_ Pr�erty Appraiser Get Infonnation by Parcel Number Pa e 1 of 1 - - - Total $976.59 ETA 2/15 Ci/Sanford FR - fbgl 407 323-7129 0264 SAV D- totrW*M,rwr%sk,.Awef ?3:� * i � 84 a n4 PROPERTY. -ft", APPRAISER 2 i ...'.:'.;`'.•` rad'iwSr6Vt�f.L'�`.r.SiitiiP,'.F'%:-�Y C r flfit...?%iDYa'F.a7 .'. ------------ c : V.i.+tif{ :.:: `". { t .I i:•:. XXX 4£Tl-Mr, 7 M. S s .. ; %4 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-541-0000-0670 Number of Buildings: 1 Owner: CAREY PATRICIA S Depreciated Bldg Value: $202,057 Mailing Address: 2405 S PALMETTO AVE Depreciated EXFT Value: $1,574 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $35,496 Property Address: 2405 PALMETTO AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: PINE HEIGHTS Just/Market Value: $239,127 Tax District: S1-SANFORD Assessed Value (SOH): $142,483 Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $117,483 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified Tax Value(without SOH): $3,314 WARRANTY DEED 03/1998 03394 1000 $89,100 Improved Yes 2006 Tax Bill Amount: $1,586 WARRANTY DEED 11/1986 01789 1588 $9,500 Vacant Yes Save Our Homes (SOH) Savings: $1,728 WARRANTY DEED 03/1986 01718 0343 $100 Vacant No 2006 Taxable Value: $80,553 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS:', Pick... Fronta Method ge Depth Units Price Value LEGS 56 FT OF LOT 67 & N 16 FT OF LOT FRONT FOOT & 72 186 .000 425.00 $35,496 68 PINE HEIGHTS DEPTH PB 3 PG 51 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1990 7 1,739 3,201 2,315 SIDING AVG $202,057 $214,954 FAM I LY Appendage / Sgft SCREEN PORCH UNFINISHED/ 372 Appendage / Sgft OPEN PORCH FINISHED/ 30 Appendage /Sgft GARAGE FINISHED/ 484 Appendage / Sgft BASE SEMI FINISHED/ 576 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD DECK 2006 328 $1,574 $1,640 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *". If you recent!y purchased a homesteaded property yournext ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/'re web.seminole county title?parcel=361930 4100000670&cp... 2/3/2007 Carey Residence 2405 Palmetto Ave Sanford, FL 32770 Opening will meet 35 PSF +/- requirement Replace front entry door unit. A ridgy Building Code Online http://www.floridabuilding.org/pr/pr_app_nti.aspx!param=wv� V �.t. - ��,��� Se'9-' Y•. t��f ,�4 lf�W T:r SPG .,s .CIS Home 1 Log In Product Approval USER: Public User Product ARproval Menu > Product or Application Search > Application Ust > A pp lication 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 F Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 (253)875-7300 rickw@rwbidgconsultants.com Andrew Na rickw@rwbldgconsultants.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 _c e 6,/1(1 ?n0 6 455 1 Aida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products http://www,floridabuilding,orgipr/pr app_aii-aspx!pai wi—wtaiL� v ^,,Z. Method 1 Option D 04/20/2005 04/22/2005 04/29/2005 05/12/2005 08/05/2005 FL # Model, Number or Name Description - - - -- -- --- --------- - ------- j 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) I Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: j PTID 4389 T 4389.1 EVAL.pdf Design Pressure: +/- PTID 4389 T 4389.1 INST.pdf Other: This product meets the requirements for PTID _4389 T4389.2 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 4389T 4389.5 EVAL.pdf (see 4389.1 EVAL for any additional size and use PTID 4389 T 4389.5 INST.pdf it limitations). ! PTID 4389 T 4389.6 EVAL.pdf PTID 4389 T 4389.6INST.pdf PTID 4389 T 4389.7 EVAL.pdf PTID 4389 T 4389.7INST.pdf 1 4389.2 b. Single 'non -Impact" i up to a 3'0 x 6'8 Single with Boxed Sidelite (XO or i Fiberglass Glazed Door with OX) - "non -Impact" Glazed Fiberglass Door - i Sidelite Inswing or Outswing i Limits of Use (See Other) I Installation Instructions Approved for use in HVHZ: Verified By: Reports Approved for use outside HVHZ: I Evaluation Impact Resistant: iDesign 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 1 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 55.0 PSF and Negative 55.0 PSF (see 4389.2 EVAL for any additional size and use i limitations). 4389.3 c. Single "non -Impact" up to a 3'0 x 6'8 Single with Boxed Sidelites (OXO) Fiberglass Glazed Door with - "non -Impact" Glazed Fiberglass Door -Inswing or I Sidelites Outswing Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: j Evaluation Reports Impact Resistant: Design Pressure: -F/- i Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When j used in wind-borne debris regions this product is required to be protected with an impact resistant 411 n/11nn,4 A - CC 1 -ida Building Code Online _PA bttp://www.floridabuilding.orgipr/pr app gti.aspxrpuraixi—w,j,-- Y �.t. 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 limitations). 4389.4 d. Double "non -Impact" �-Fiberglass Glazed Door 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 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 1 e. Double 'non -Impact" i 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 j 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). 4389.6 j f. Single "non -Impact" Fiberglass Glazed Door with Sidelite and Continuous Head and Sill 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 4389.6 EVAL for any additional size and use limitations). up to a 3'0 x 6'8 Single with Sidelite (XO or OX) - "non -Impact" Glazed Fiberglass Door - utilizing a Continuous Head and Sill - Inswing or Outswing Installation Instructions Verified By: Evaluation Reports 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 6/10/2006 4.55 rida, Building Code Online http://Www.floridabuilding.org/pr/pr_app--qti.aspx-(parain=wvr- v Av. Limits of Use (See Other) j Installation Instructions } Approved for use in HVH2: ! Verified By: Approved for use outside HVH2: Evaluation Reports Impact Resistant: Design Pressure: +/- I 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 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 Next DCA Administration Department of Community Affairs FMrida Building Code Online Codes and Standards 2555 Shumard Oak .Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: obi k P w 41in/nnn� n.cr r R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. 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.: FS 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 4621 192°d 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. Wendell'440 W. aney, .E. FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eval 4389.1.doc 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 Qpening 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. Wendell aney, FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\proj 650 - 800\pf741\Eva14389.1.doc 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 1. Testing per ASTM E283-91 and ASTM E330-84 as performed by Testing Evaluation Laboratories Inc. and reported in test report number 05-0411-1, 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 El 300-94 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. Wendell W. H ey, P. . FL No. 54158 April 16, 2005 \\Rwbcsrv\rwbc\pmj 650 - 800\pf741\Eva14389.1.doc Sheet 3 of 3 � 40.0' O.A WIDTH n t q I N 'T E R 9—A T I O N A L w/ BRICK MOLD 37.5" MAX. OVERALL ' o� FRAME WIDTH i m ! $ 4621 192nd STREET EAST TACOMA, WA 98446 35.75" MAX, > 9 h TEL:253-875-7300 . FAX: 253-875-7301 PANEL WIDTH aim 3'0 X 6'8 FIBERGLASS g FULL LITE DOOR MAXI INSWING / OUTS WING w D.L.O. "NON -IMPACT" Q O x�0 !2 GENERAL NOIn N TES oCLI 1, THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE^ N WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH N m VELOCITY HURRICANE ZONE". 00 00 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 p PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITHNow 9Ln AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. cr 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 TOw FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATINGS SINGLES (PSF) 0 0 TBE OF CONTENTS Z 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES DATE: 2 VERTICAL & HORIZONTAL f N sate: N.T.S. 3 BUCK & FRAME ANCHORING 4 COMPONENTS �� �� � 5 BILL OF MATERIAL COMPONENTS & GLAZING DETAIL DpA �` WWH oruwarc �+o.: FL -487 %W 1 OF.. OVERALL OVERALL ASTM E1300-94 ASTM E1300-02 FRAME DAY LIGHT GLASS POSITIVE NEGATI POSITIVE NEGATIVE DIMENSION DIMENSION TYPE INSWING 37.50" x 81.625" 21.00" x 63.00" 1/8" TEMPERED AIR 1/8" TEMPERED +50.0 —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 2 NOTES 1. DEADBOLT LOCATED ® 40.375" FROM TOP OF DOOR PANEL, 2. LOCKSET LOCATED 0 45.675" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED ® 6.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. J EXTERIOR INTERfOR W=^ > t'lC7 o�3 70 ] N z 9 12 oL� 31 61 37.5" MAX. OVERALL FRAME WIDTH / 2 1 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 2" MIN, FROM MASONRY EDGE (TYP.) p 1 VERTICAL CROSS SECTION 2 ® SILL W/OUTSWING THRESHOLD 31 1-1/4" MIN. EMB. (TYP.) 25" MAX. SHIM THK. SEE t8 26 30 25 37 NOTE 3 31 14 13 32 24 12 1] 12 2 NOTES 1. DEADBOLT LOCATED ® 40.375" FROM TOP OF DOOR PANEL, 2. LOCKSET LOCATED 0 45.675" FROM TOP OF DOOR PANEL. 3. HINGES (3) LOCATED ® 6.5" FROM TOP OF DOOR PANEL AND MAX. 31.0" ON CENTER. J EXTERIOR INTERfOR W=^ > t'lC7 o�3 70 ] N z 9 12 oL� 31 61 37.5" MAX. OVERALL FRAME WIDTH / 2 1 HORIZONTAL CROSS SECTION 2 INSWING CONFIGURATION 2" MIN, FROM MASONRY EDGE (TYP.) p 1 VERTICAL CROSS SECTION 2 ® SILL W/OUTSWING THRESHOLD 31 1 VERTICAL CROSS SECTION 2 INSWING CONFIGURATION 04/11/05 N.T.S. er: EW ar: WWH NG NO.: FL -467 26 30 S L z° GO) 12 1] $c 3 d 10 i U Vf � OR cr)5z T U J off' au �m � a43 l0 V1 yW� :t& O C oR. EXTERIOR N IO $ in = a m C4 Lu ca 1 VERTICAL CROSS SECTION 2 INSWING CONFIGURATION 04/11/05 N.T.S. er: EW ar: WWH NG NO.: FL -467 01O Glp � 0 d d 0 y>ri 6 - elf • a p o oZ p a�ru� v OBRICK MOLD 27 c TYP. HEAD &�oz w� JAMBS 2X BUCK -/2X BUCK a �z m �i U DOOR FRAME iDj �¢ 4 W x�o m N w o "' o U w to MASONRY OPENING MASONRY OPENING z a z 0 m m z sO 2X BUCK TO MASONRY DOOR FRAME TO BUCK ANCHORING FOR SINGLE DOOR ANCHORING FOR SINGLE DOOR FRAME ANCHORING o z z a+re: 04/11/05 NOTES: N.T.S. dxc, Dr. EW 1, ADJUST TAPCON LOCATIONS, IF NECESSARY, TO MAINTAIN A MINIMUM 2.0" CHK. BY: WWH CLEARANCE FROM MORTAR JOINTS. DRWNG NO.: FL -487 SHEET 3 oa 5 w v � 4 4" a a r a• 28 �Z 32 TYP. HEAD & JAMBS SEE NOTE ] � �z —{ 1.220 " 1.562' I 1.562' -i L� � T- 2.0' LI_ --1 N 04t0 N Ln cc rn N r+� � r] -}NO gm -T T T -f 11 TOP RAIL MATERIAL: PVC COMPOSITE 16 LOCK STILE EDGE MATERIAL-- PVC COMPOSITE 3 HINGE STILE SUPPORTER MATERIAL: LVL (POPLAR) --j 0.307" I�{I 0.103" O N ED cj I I4 HINGE STILE EDGE MATERIAL: PVC COMPOSITE OBOTTOM RAIL MATERIAL: PVC COMPOSITE 15 LOCK STILE SUPPORTER MATERIAL: LVL (POPLAR) N O N 3.5•' m 2.450" 1--� 0 0 -T 0 4.560' 1.220" D F]1.678" Lo 00 � 0 d0 D D to n LOCK BLOCK JAMB GUARD DO R 0 17 MATERIAL: LVL (POPLAR) 20 MATERAL; .040" THK. O MATERIAL: EPVC O O O GALV, STEEL U19 SILL KEY MATERIAL: PC/ASA OBRICKMOLD MATERIAL: FJ PINE (OPTIONAL) ro rn 1.983" I q I 3.983" --j O O� O O , O O p�O 0 18 HINGE MATERIAL- STEEL 4.560" 2.435" ---J P; 0 U i 111111 15, uAM 04/11/0,' sa- N.T.S. er: EW 1 u+K.owc e0 WWH FL -487 _�L of ITEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079' MIN. THICKNESS FIBERGLASS 2 LATCH JAMB FINGER -JOINT PINE WOOD 3 HINGE JAMB - FINGER -JOINT PINE WOOD 4 HEAD JAMB FINGER -JOINT PINE WOOD 5 IN -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM 6 DOOR BOTA7M SWEEP PVC 7 BRICK MOLD FINGER -JOINT PINE (OPTIONAL) WOOD B OUTSWING THRESHOLD AL. / COMP. 9 COMPOSITE BOTTOM RAIL PVC. , 10 DOOR PANEL CORE FOAMED IN PLACE 2.5 LBS. / cu./t. DENSITY POLYURETHANE 11 COMPOSITE TOP RAIL PVC 12 WEATHERSTRIP QE80650 Q-LON FOAM 13 LVL HINGE STILE LVL POPLAR POPLAR 14 PVC. COMPOSITE HINGE STILE EDGE PVC 15 LVL LATCH STILE LVL POPLAR 16 PVC. COMPOSITE LATCH STILE EDGE -POPLAR 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 DEADSOLT GRADE it 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 18 X 2.5" PFH SMS STEEL 28 2X BUCK WOOD 29 SEALANT - 30 MAX. 1/4" SHIM WOOD 31 MASONRY CONCRETE 32 3/16" x 2-3/4" TAPCON STEEL 33 3/16' x 2-1/4" 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 - 1/8" TEMPERED GLASS 37 #9 X 5/8" SCREW (3 REQUIRED EACH HINGE TO FRAME) ISTEEL L � 4,563" —{ N n O GOO2 3 4 SIDE & HEAD JAMBS MATERIAL: FJ PINE 5.625" Ln t` M, OIN -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE — 4.563" O OOUT -SWING THRESHOLD MATERIAL: ALUM. W/COMPOSITE SUBSTRATE SCREW PLUG LITE FRAME, SELF -THREADING SCREW INTERIOR j� 250" THICK SWIGGLE (TRUSEAL) / - TEMPERED GLASS .125" THICK •:::i?:ij,i:i'ti'r�ii:a HOT MELT ADHESIVE LITE FRAME, - 0.5" EXTERIOR GLASS BITE TEMPERED GLASS .125" THICK HOT MELT GLAZING COMPOUND 36 GLAZING DETAIL 1" INSULATED GLASS tta�wr� e� pm Z�'a a o' c a g V N " 9mo275 ; o y (� 3 c� Ad o O d a 6 N.T.S. in, , LIN 104K SY. WWH FL -487