Loading...
HomeMy WebLinkAbout234 Clydesdale Cir (4)Permit #: Job Address: 23 L1 C Description of Work: Historic District: PLEASE CALL NAN @ 407-468-1010 WHEN READY.—THANKS CITY OF SANFORD PERMIT APPLICATION 2 Date: HI� & REPLACE Zoning: Value of Work: L, Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential 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 Commercial Industrial Total Square Footage: ConstructiooQn Type 2 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: LU - ZO ^ J1 -5y,,�,,y)) oav� —Qcp� (Attach Proof of Ownership & Legal Description) Owners Name & Address: (.tom i 7LA." Phone Contractor Name&Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO, FL 32822 SYtdticanseNotrrber: CGC 1508417 Phone &Fax407-467-2643 407-327-0910 Contact Persou: MINDY HOLMES Phone: 407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Phone: Address: Fax: .Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 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 verification that 1 will notify the owner of the property of the req `rements Fl rich Li w S 7 3. Signature of Owner/Agent Date Signatur of Contractor/A a Date T 6/,W s Print Owner/Agent's Name tnr ntnt Contractor/Agent's Nam` n Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Cont _Produced ID 0 APPLICATION APPROVED BY: Bldg. Zoning: (Initial . Date) (Initial &Date) .Special Conditions: Date * MY COMMISSION .# DD 285622 EXPIRES; March 23, 2008 n► tsonded Thp ( 15f6ipn to Me or ID Ff ��[ Utilities' FD: (Initial & Date) (Initial & Date) 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to s, � arifd r for a dgo r permit for work to be performed at a location described as: (Address of Job) 2-43' I Cl (Owner of Property)r lud , (jacm Gr. And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthorfy Caf ro Area Installed Sales M, Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me thisS day of zVr7l ,2007. My commission expires =oar po,G^ Notary Public State of Florida Elizabeth A Ronco as My Commission DD633831 Expires 01/28/2011 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http-.Ilwww.scpafl.orglweblre—web.sem inole—county_title?parcel=1820315060000... 4/23/2007 iSIANI F F WAY DAVID JOHNS13H, CFA, ASA APP OOSA C PROPERTY e" V ;121 122 121 APPRAISER S001HOLE COUNTY FL. TRF 1101 E ST E. FIRST TRACT A R SANFORD FL3=t 466 ItY 407-665-75 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0670 Number of Buildings: 1 Owner: REAL JUAN C &VICTORIA J Depreciated Bldg Value: $200,781 Mailing Address: 234 CLYDESDALE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $43,000 Property Address: 234 CLYDESDALE CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 JustlMarket Value: $243,781 Tax District: S1-SANFORD Assessed Value (SOH): $196,338 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $171,338 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,937 Deed Date Book Page Amount Vaclimp Qualified 2006 Tax Bill Amount: $3,278 QUIT CLAIM DEED 02/2007 06609 0509 $100 Improved No Save Our Homes (SOH) WARRANTY DEED 05/2004 05355 1308 $218,000 Improved Yes $659 Savings: WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant No 2006 Taxable Value: $166,549 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... - Method Units Price Value LOT 67 BAKERS CROSSING PHASE 2 PB 62 LOT 0 0 1.000 43,000.00 $43,000 PGS 97 - 99 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2004 10 1,703 3,287 2,862 CB/STUCCO $200,781 $203,839 FAMILY FINISH Appendage I Sqft GARAGE FINISHED/ 399 Appendage i Sqft OPEN PORCH FINISHED/ 26 Appendage I Sqft UPPER STORY FINISHED/ 1159 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 1 *** If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http-.Ilwww.scpafl.orglweblre—web.sem inole—county_title?parcel=1820315060000... 4/23/2007 11657 -real, juan-4-22-07 (1728x2540x2 tiff) [3) *' yr - ,n. 1�P.w - ,.,.---.a", ..' ;m g$�rq. °"�a.. INFAD6Ar SPECIAUET/ N�U^MBER a d^„ u a d GUBTOMER ,� �, ,. ... mP««.•.ir*,lr ,..-... ' STOVE NO. STREETADDRESS d .' STREET nooREgS u ,rte I � � � y • .! f Yui V CCTY��, _ STA &TATE dP � Y2— TELEPHONE j f / / } / _ )'� / % 0 r' Fl v 63 G/ 7E�PHONE r� &.0 ' .n f'm♦ vP'1 h `fir D LA WE's CONTRACTOR LICENSE NUMBER " J h + d In C £ A k BANC CARV 1. IR, k•� 1 ' , * t F a k �N CKARAE +Y pMJ pm 8.y*.v y�rP 4aih','" A611: ,f� / ltl0 r"!r'� SMF « s:4 .s ., w Y-1 d. 8'�;, X 1 B' ! � a �'�. i i4s IF•/ •h it *.� ih A v: -,. r.+ a f. � p4;# � a'fp ♦oAlk' p* y+.�: mraa" d.Pye# Ri Prth My A; 1 R4 F' kk Xd t'�'O;b{1►h� tM��P tkA4* $4p Ff r This is a contract between L.OWS'S (as defined in the Te Lms and Conditions) (r'Lowo's j, and the above-named Customer for the installation of goods at the Customer s-Tesidential premisas (the "Premises") at the following iristallation address: S+TRyEET ADORE$$ ''''y ��"" Jj//7 / µ^- -� / -'• ..., y.•. L►'� S•I V �. Lowe's to arrange normal iristalletton of the following door(s): I Exterior =" Intettor Prehung Unit _Stab — I For warranty to be vaWd - i Item Number RH ❑ LH ❑ ``t+. customer must finish frame # Door(s) Size ❑ 30 x 80 ❑ 32x80❑'Other$ize I and all six (6) sides of door Imme4stely (within 5 days) ICOM Number RH ❑ LH ❑ after ih ilation. > Doogs) Size ❑ 36 x 80 , , [V32x80 `1.6ther Size >stomer initials Delivery of Door Yes No ❑ (check one) Haul away of any debris related to insWiation: Y4 No ❑ (check ons) Basic Installation includes the following: •Normal Installation of door In same size square opening in good condition •installation of hardware with pre -bored door +Reinstallation of presentaeaing'eraasron `provided -now casing Clean-up of Job -she Basic Installation does not include the following: •Reframing or alterations to existing structure or carpentry vmrk resulting from Did or damaged structure -Any reinstallation of Burglar Alarms *Any painting or staining or finishing of new door unit *Reinstallation of Screen or Storm or Security Door *Reinstallation of vinyl or aluminum covering on exterior molding With the, exception of Burglar Alarms and finishing,, any of the above labor items can be contracted at an additional cost and must be ...specifically listed in the additional specifications block on this contract- sa.�w.�,�1,A�uu.{°FtAe.n�l�am�lAf4kl�+n.1T+,kivaksmbTNiiia04 °ny #�;ibavv�-.T ,L.pnw.,.�--iuxiP.-'-k-#Y7+�•-: +.xrr..-n�h;ss"....-_..�,���,v ,4? ii .aq'a .}}i�pp �, `�,', hp it e„'�r 11. M.9k'µ ryhury{4b'P ryl b4 a/uWfo liLO Fnl ry�r:IF1N P',�p,• ikT lri,F nr»trAaNd N'4K, ��..kra Nh+l'�' gq t, l,. nt .p ek .41�1N:1 i%.� 1 �4ifiUtSf'M lei P1LfL'Ji'1i 61R kk1►IY.qp li �.lrl/I1�n A7:k/k1';�Hd /?P0'1�;'7M1 ��h, "i Its Ut JYNA ,pyne N. lypp MlltR i'! ,/ qR Addi Tonal 9Pvclf caflorrs: The Environmental Protection Agency (EPA) has requested that(26 ' n' Marrs 'Lowe's notify installation customers that a Wed 'based paint hazard may exist- In dwelNngs built s *Tax J4 pri x:tom..see pamphlet EPA 747-K-98-Op1..fw details. Ake, Labor o6 . r VA ANN a :: a crmeR Ideal wL raslneaPana. Work is to commence upon reasonable avaUabiffty of Contractor which is anticipated to be [fill In date]. Estimated completion date Is [fill in date]. NOTICE TO CUSTOMER -� ~ All items fisted in this contract and specification shoot(&) are to be installed under editions agreed upon at tlmo of purchase and at the price appearing on this oontract forrn. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachmant, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT'YOU HAVE -READ, UNDER- STAND AND AGREE'TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT E TIME OPSIGNATU E WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAY OF WITNES$-_ "-1 // . ! 1 �i _.. ._....._....... ----- `"r (Seat) WffAWA �q�1r`�ti moi. 4PIip&6h arluJaa,+k (Miro n•if�saiYesr lrapal'iotl4ls *P 'R.�fi,.Nµ,q rN4 F.A,M�11+CJa+N.MiN`t�d•�NAP:.P 3�tY IF�PiM.{s P':I'.�'�I �'.if�a�.f4 �! rMtld.w'lwlrr vd.iva i:•".w .... .- ... .... .. _ ... ... .. 11657 -real, juan-4-22-07 (1728x2188x2 tiff) CUUf—U4-LL 'II:'I�p 4Uf-4JU-4U0Y 'ID7P INZiIHLLtU JHLEF— SSZR135A LOWE'S HOME CENTERS, INC. SAF 1.657 PAGE; 1 DATE: 04/22/07 3780 ORLANDO DRIVE ORDERED FOR; JUAN REAL SANFORD FL ADDRESS: 234 CLYDESDALE CIRCLE PHON8: (407)430-4060 SANFORD FL 32773 PHONE: (407)929-4778 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS. ATT PHONE: (407)468-1010 ORLANDO FL 32818 PAX: (407)296-2960 PROJECT: 196449893 PERMIT LOWES P0: 37676906 LOWES INVOICE: 98665 ASSOCIATE: RICHARD SCOUTEGIJA?,ZA EST DELIVERY: 04/22/07 AR NUMBER_ QTY ITEM ITEM DESCRIPTION BIN VEND PART# COST EXT_COST ------------------------------------- 1 147142 PERMIT 100.00 -- PERMIT100.00 FREIGHT $ 0.00 TOTAL $ 100.00 w N '1 /.3 6 -tee -L _* sc,�.x [--L 4 �,o 4 iro 149° MAX OVERALL FRAME WIDTHLo O N SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 " MAX 36.375" MAX,J N D.L 0 - - PANEL WIDTH 37.5" MAX. Q � N 6'-B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTHLn p - W U z � Z GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TOz � L THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W O O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. o ~ O J DOES NOT EXCEED THE DESIGN PRESSURES LISTED O 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED � X (n Q 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 S:2 -� U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 _ p w 4 PLASTICS TESTING OF LITE FRAME MATERIAL' y TEST DESCRIPTION DESIGNATION RESULT aQ go o� aow o • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING N m w y 4500 HOURS XENON ARC METHOD 1LLL w d gew O0 I UNjgU � Q O 1 DOUBLE INSWING UNIT WISIDELITES a a Addvdlm W mw Celtifkatiatlb.:_NZoo / m Reviewed&(. Dalen f o. Ln 0 Ln • Li 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDED WITH SIDELITE z _ WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 7/11/05 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SCALE: N.T.S. SHEET // DESCRIPTION E 37.5 +50.5 -50.5 +50.5 -50.5 +t9.0 -19.0 +50.5 -50.5 t TYPICAL ELEVATIONS & GENERAL NOTES 74' +505-505 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5owc. BY: SWS 2 ANCHORING LOCATIONS & DETAILS O 75" +SQ.5-50.5 0.-50.5 +79.0 -19.0 +50.5 -50.5 CHK. BY: ANCHORING LOCATIONS & DETAILS 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DRAWING NO.' 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG-MA-FLO130-05 SNEET 1 OF 3 SELF IGNITION TEMP ASTM Dt929 680 'F > 650 'F RATE OF BURNING ASTM D635IN MIN SMOKE DENSITY ASTM D26a3 69.6% TENSILE STRENGTH' ASTM D638 -7.46% DIFF 6' SEE DETAIL 6" ..E.. 3 — 3 3.. 3 � � c - � 3., r 3 S; SEE DETAIL .C.. 0 o � U aQ SEE DETAIL N ..D., a 0 0 c G ;EE DETAIL C" Cc O N z�Do N O WU CF Q w z ct�� f— 00 z O J O Q � U 3 _ 3. I� 3" .. I- 3"' I 6 'I f�" 1` 6" 6" 6 SEE DETAIL E„ ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2-1/2" #10 x 2" #8 x 2_1/2"'THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" ® FOR A 1.375" THROW #8 x 2-1/2" #10 x 1-7/4" 0 #10 x 3/4'" #10 x 3/4'" DETAIL "F" ASTRAGAL #10 x 2'" DETAIL "E"' ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 DETAIL "D" STRIKE PLATE TO FRAME oR FOUAL� Ne % 1-1/2" PHS AS SHOWN, Aardatomw 0.962"I C. mN0.: / . 1 375"dR7n----.s T 1 D ; s• OROW EQU995AL •^• ' INSWING THRESHOLD OUTSWING THRESHOLD XT RI INTRI RTYPICAL GLAZING DETAIL DATE: 7/11/05 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO DWG-MA-FLO130-05 SHEET 2 OF .i 6" 6.. '1 — 6.. 3" ° 0 _ a r J 0 B B A B � O 6' 6 3 � 6' 0 o � U aQ SEE DETAIL N ..D., a 0 0 c G ;EE DETAIL C" Cc O N z�Do N O WU CF Q w z ct�� f— 00 z O J O Q � U 3 _ 3. I� 3" .. I- 3"' I 6 'I f�" 1` 6" 6" 6 SEE DETAIL E„ ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2-1/2" #10 x 2" #8 x 2_1/2"'THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" ® FOR A 1.375" THROW #8 x 2-1/2" #10 x 1-7/4" 0 #10 x 3/4'" #10 x 3/4'" DETAIL "F" ASTRAGAL #10 x 2'" DETAIL "E"' ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 DETAIL "D" STRIKE PLATE TO FRAME oR FOUAL� Ne % 1-1/2" PHS AS SHOWN, Aardatomw 0.962"I C. mN0.: / . 1 375"dR7n----.s T 1 D ; s• OROW EQU995AL •^• ' INSWING THRESHOLD OUTSWING THRESHOLD XT RI INTRI RTYPICAL GLAZING DETAIL DATE: 7/11/05 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO DWG-MA-FLO130-05 SHEET 2 OF .i SEE DETAIL "C" SHT. 2 3 "4 r �3" 6 I C C r 31 Q W U a SEE DETAIL "D" SHT. 2 r I IG II I� .�I s' s' II v, � 0 W — — — — a N J Q w w 6 0. et u) 3' 6' 3.,61' .F-� 3..6 ATTACHMENT DETAIL v, 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, o SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED w #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALso„ AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN ` 0.25" 2. 4" X 4" FULL MORTISE BUTT HINGES LOCATION. — MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL �� �_:; o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT '! 4d�vdm�NAlAI OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE1/05 DATE 7/ MINIMUM EMBEDMENT OF 1-1/4". stole: N.T.S. TYICAL �l oTc er: sws 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR PP STALLATION uze o GHR. er: TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWING NO SHEEP 3 OF FSIDE-HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES go GENERAL NOTES I EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. J. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, 4 PLASTICS TESTING OF LITE FRAME MATERIAL- T—T ITFC!`—T-11 o c1 .. T SELF IGNITION TEMP ASTM D1929 680 'F > 6q�FRATE OF BURNINGSMOKE DENSITYTENSILE STRENGTH• ASTM D638 -7.48% DIF - ­Al VL ILIV>ILL JIKtNUIH At ItK WLAIHLHING 4500 HOURS XENON ARC METHOD 1 [Li SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 149 MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D_L O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL I FRAME WIDTH SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES O, x U x W a 3 AdItnim le NAM �e(Y�dIC811tt1 µ7.: 7 Rvle pf. . Dale R ' f DOUBLE DOOR UNIT W/SIDELITES c O U Q00 �N Ocn I— LLJ U Z�z w C,Z � f— F LL 0O �C Z � U DATE: 7171105 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131- SHEE 1 OF 3 SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES O, x U x W a 3 AdItnim le NAM �e(Y�dIC811tt1 µ7.: 7 Rvle pf. . Dale R ' f DOUBLE DOOR UNIT W/SIDELITES c O U Q00 �N Ocn I— LLJ U Z�z w C,Z � f— F LL 0O �C Z � U DATE: 7171105 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO131- SHEE 1 OF 3 J 3" -1 ;EE 'C" 3" 6'I., L SEE DETAIL E--"6" io a T— ia #10 x 2" #8 x 2-1/2" #8 x 2-1/2" #10 x 3/4" #10 x 1-3/4" #10 x 2" #10 x 3/4'" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. SEE DETA ,.D„ DETAIL "D" �dnto Nm _ 1 0.962" 1.375" cavi etialw rdloo(o 11 i Dete I T T INSWING THRESHOLD OUTSWING THRESHOLD SEE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL '"F" ASTRAGAL R 995 DOW OR EOUAI� f 16 X I-7/2" PHS DOW 995 • Tr.y. OR EQUAL ••• ^.y ,'; EXTERIO INTERIOR TYPICAL GLAZING DETAIL DATE: 711 1/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO DWG-MA-FLO131-05 SHEET 2 OF 3 SEE DETAIL "C" SHT 2 SEE DETAIL "E" SHT. 2 —I 6" 6•' II I II 6' 6" \ J-- 6" — 6" II II fi„ SEE DETAIL "F" SHT 2 6"6" � � �" J L� z 3 3 --{ SEE DETAIL "D" SHT. 2 U 6' 6'A 3' 3 3" _ — 6" 6' I I I I I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �4f #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN i .25LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF CrHF(11]IF 6„ 3 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES c O N U Do z �N O WLlU � gZ W z �� 00 z O J O n Of N 2 U DATE: 7/11/05 SCALE: N. T. S. Owc. BY: SWS CHK. BY: DRAWIIJO NO..: OWC-MA-FLO13I-05 SHEET 3 OF 3 fi„ SEE DETAIL "F" SHT 2 6"6" � � �" J L� z 3 3 --{ SEE DETAIL "D" SHT. 2 U 6' 6'A 3' 3 3" _ — 6" 6' I I I I I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �4f #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN i .25LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF CrHF(11]IF 6„ 3 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES c O N U Do z �N O WLlU � gZ W z �� 00 z O J O n Of N 2 U DATE: 7/11/05 SCALE: N. T. S. Owc. BY: SWS CHK. BY: DRAWIIJO NO..: OWC-MA-FLO13I-05 SHEET 3 OF 3 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �4f #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN i .25LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF CrHF(11]IF 6„ 3 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES c O N U Do z �N O WLlU � gZ W z �� 00 z O J O n Of N 2 U DATE: 7/11/05 SCALE: N. T. S. Owc. BY: SWS CHK. BY: DRAWIIJO NO..: OWC-MA-FLO13I-05 SHEET 3 OF 3 HARnWARF CrHF(11]IF 6„ 3 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES c O N U Do z �N O WLlU � gZ W z �� 00 z O J O n Of N 2 U DATE: 7/11/05 SCALE: N. T. S. Owc. BY: SWS CHK. BY: DRAWIIJO NO..: OWC-MA-FLO13I-05 SHEET 3 OF 3 c O N U Do z �N O WLlU � gZ W z �� 00 z O J O n Of N 2 U DATE: 7/11/05 SCALE: N. T. S. Owc. BY: SWS CHK. BY: DRAWIIJO NO..: OWC-MA-FLO13I-05 SHEET 3 OF 3 Florida Building Code Online BCIS Home Log In Submit Surcharge Product Approval USER: Public User Page 1 of 5 J Stats &Facts Publications i FBC Staff BCIS Site Map Lin Product..Appr_oval.. Menu > -Prod uct. o.r. Application Se..arch > Application_ List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email • oca�€rn�tokl 1 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@mason ite. corn Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 Year 2002 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 -'lorida Building Code Online TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 ,Page 2.of 5 1994 1994 1994 FL # Model, Number or Name Description 6-8" Opaque I/S and O/S Single Door 4904.1 Wood -edge Steel Side- Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instructions PTI_D_4904..._I_Install 68 WE Glazed.pdf Impact Resistant: PTID 4904_I_I_nstall 6.8. WE O_paque.pd Design Pressure: +/- PTID 4904 I Install 80 WE. Glazed._pdf Other: Evaluated for use in locations adhering PTID_ 4904_ I_ Install 80 WE Opaque._pd to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional information. i 4904.2 __7Wood-edge Steel Side- 8'-0" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate 1 Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. ttp:Hwww.floridabuilding.org/pr/pr_ app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code Online Page 3 of 5 1 Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.3Wood-edge Steel Side- 6'-8" Opaque I/S and O/S Door w/ or w, �Siclelites ::::�]i Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0128-05 for additional information. 4904.4 Wood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit, Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for fl,additional information. I �4904.5od-edgeWo Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: j Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to. the Florida Building Code including the High http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 'lorida Building Code Online Page 4.of 5 Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.6 Wood -edge Steel Side- 61 -Glazed I/S and 0/S Door w/ or w/i Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. i Wood -edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelite 14904.7 Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. 4904.8 Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelitf :��Wood-edge Hinged Door Units Limits of Use (See Other) tification Agency Certificate Approved for use in HVHZ: tallation Instructions Fln ' ttp://www.floridabuilding.org/pr/pr__app _dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 �Florida-Buildizlig Code Online Page 5 of 5 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure j requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x -8'-0" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional 11111information. Back Next 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 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: lR F heck APPROVED http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006