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HomeMy WebLinkAbout2542 El Capitan Dr (2)PLEASE CALL NAN 407 468-1010 WHEN READY. ,tt0 CITY OF SANFORD PERMIT APPLICATION THA KS Application N: V� ��r", a� ['� Submittal Date: Job Address: �L_ � Fc��v f�''tan Or ` Value of Work: $ 22 Parcel ID: 0 ZD c" Q ^ 5C� � Zoning: Historic District: Remove & Replace Size for Size �y V Description of Work: Ism 1 Square Footage: Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ Ne%v ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ # of Gas Lines Plumbing Repair — Residential ❑ Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) .... ......................................................................................... h Property Owner: •Ron •Qoji!!'-rs Contractor: LOWE' S HOME CENTERS INC Address: So rn c _ Address: 4948 TELLSON' PL Phone -40-321 510 E-mail: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Nan Hol mP_G Phone407d�_ 681 01 6ax: 029629 n _ E-mail: EHolmes777fdanl . com . ORLANDO FL 32812 Phone: State License Number: CGC 15 0 8 41 7 Mortgage Lender: Address: Phone: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 I will notify the owner of t(e property the require nts of I ida Lien Law, FS 71 Signature of Owner/Agent Date Si, ature of Con c o A ent Date Print Owner/Agent's Name P Con ctor/ ent's Name ) �W7 Signature ofNotary-State of Florida Date Signature of Notary -State ofFloridaD BUNTON MV COMMU t n DD629096 Rorc3'Fdntm25,20lI Owner/Agent is _ Personally Known to Me or Contractor/Agent is _Persona ly n o r Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG:BLDG:_ Special Conditions: Rev 07.07 0 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: a% 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 c )(I nkrd fora d( -Y) V permit for work to be performed at a location described as: (Address of Job) (Owner of Property) P,Pgfrs ;12Phnl C And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Area Installed Primary State 1 CGC 1508417 CCC1326824 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 this30day o 2007. 'PAY PVB Notary Public State of Florida a, Elizabeth A Ronco My Commission DD633831 oF F. Expires 0112812011 No.publ' My commission expires Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.sepafl.org/web/re—web.seminole—countyjitle?parcel=Ol 20305042800... 7/30/2007 38.fl1 A DAvmlo"nsvw;,CFA. ASA .5 PIREpot RTY 5.9 39 7 04 2R 1 SE�91NtSLEt�CSU'N?i'Fl. � 8 0 �......w 2 itol E.:F'Itt975r a � gr, [24 133-1 5AKFORCla FL."7. �1-1466 437 12 12 S 23 13 5 IQ 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 01-20-30-504-2800-0080 Depreciated Bldg Value: $124,000 Owner: ROGERS RONNIE C & DEBORAH A Depreciated EXFT Value: $7,553 Mailing Address: 2542 EL CAPITAN DR Land Value (Market): $51,360 City,State,ZipCode. SANFORD FL 32773 Land Value Ag: $0 Property Address: 2542 EL CAPITAN DR SANFORD 32773 a ,tusLand Value: $182,9$0 13 Subdivision Name: DREAMWOLD Assessed Value (SOH): $86,484 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (1995) Taxable Value: $61,484 Dor: 01 -SINGLE FAMILY Tax Estimator t;,A=: i'r'ina1y.:. 5: ................. SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified Tax Amount(without SOH): $2,588 WARRANTY DEED 10/1994 0.2.18139. Q91.3 $80,000 Improved Yes 2006.Tax .Bill Amount: $1,169 QUIT CLAIM DEED 03/1993 02+.6.5. 0289 $35,300 Improved No Save. C3ur.Homes.(SOfI).Sav'sn..s.: $1,419 g QUITCLAIM DEED 0211989 02040 144.0 $100 Improved No 2006 Taxable Value: $59,375 WARRANTY DEED 05/1987 01.852 1997.. $92,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find ComparablearableSalewithin thisSubdivision .................. ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth P PLATS: ick Method Units Price Value ._ick.. FRONT FOOT & LEG LOTS 8 & 9 BLK 28 DREAMWOLD PB 4 120 161 .000 400.00 $51360 DEPTH ,PG 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 1978 6 1,176 1,668 1,176 CB/STUCCO $124,000 $140,909 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED / 132 Appendage I Sqft UTILITY FINISHED/ 48 Appendage / Sqft CARPORT FINISHED / 312 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 POOL GUNITE 1980 512 $4,096 $10,240 PEBBLE DECK 1980 954 $1,526 $3,816 SCREEN ENCLOSURE 1980 2,414 $1,931 $4,828 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.sepafl.org/web/re—web.seminole—countyjitle?parcel=Ol 20305042800... 7/30/2007 11657-rogers, ronnie-7-30-07 (1728x2534x2 tiff) PI " INSTA /SA sPEulaubt [, �` .♦uy aw,•--'- ^u r e� STORE NO.STREET DRESS mm STREET ADDRESS ! b19' C STATE ZIP '�' CI STATE Z1P#,f:w a +r1�, TELEPHONE g U, TEL ONE a �C. �A •• '•'.IE;r1.u.y .Ra:•- :• 4�+ns"r. p ,w LCG Rr: RM�^ w• nu F y ► . LOWS CONTRACTOR LICENSE NUMBER •' ll0 9.f ,Ip„ u CASH n w BANK i r • ll! uw rv, DAT E' �.p luaRuuu�,�. rN►'i'�i! �is�" tt'm CIiARQE ,j >IP,�.w•.�h'�Ir�, 4w�1F' ( [�_ F;dw•ry.'�a�dr INT ¢.�M •Vk d\. ?' C'i3 4 f• U � // 7 Ut— q1 "�'� $ d'Igq�' i!00,i'. arruF?� s.df�Fly apE$4.-0R19x'$�'iakdNlNeNjr � alyrA.ti... kik' This is a contract between Lowe's (aS defined in the Terme and Conditions) ("Lowe's"), and the above -darned Customer for the installation Of goods at the customers residential premises (the "Premises") at the following Installation address: $TAFFY ADDRESS CITY STATE ZIP Lowe's to arrange normal Installation of the following door(s): Exterior Interior Prehung Unit "�`�' Slab '7-3 � f /* For warranty to be valid - Item Number RHC- ,C LH ❑ 0 customer must finish frame -�� and all six (6) sides of door # Door(s) Size ❑ 36 x 80 ❑ 32x80 20ther Size immediately (within 5 days) Item Number RH (] LH ❑ after installation. # Door(s) Size 1:136 x 80 ❑ 32x80 ❑Other Size Customer Initiai�-�� Delivery of Door Yea ' No O (check v Haul away of any debris related to installation; 0 No ❑ (check ane) Basic Installation includes the following: *Normal Installation of door in same size square opening in good condition *Installation of hardware with pre -bored door *Reinstallation of present casing or customer provided new casing . ... . .. ... . .. . . . Basic installation does not include the following: *Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure -Any reinstallation of Burglar Alarms -Any painting or staining or finishing of new door unit eReinstallation of Screen or Storm or Security Door *Reinstallation of vinyl or aturninum Covering on exterior molding With the exception of Burglar Alarms and finishing; any of the above labor Items can be contracted at an additional cost and must be specifically listed in the additional specifications block on this contract.. N.7} 'I"N 1R1::: Cgt an•: '. ..q:, il�: 4.Po. tr7,1, .R;. �: �.. 1 .I '�,(1R" Ii A• �!•q. w¢ Ri: R .I :I ' 4 IIIF >�Itifi°11 IN F�a-r,1r17'p•;IiWlk''�#�.ia #r. 'a"Y4Alid& i '"A , a} � nY Fe '•iIhat. •� wrs.w�.N .,n"{R a�" # #�k n11` 1�:14' hRI11 allat rr TQ+I.' a " Q :N/a „ "illi p'"y' I+ ,! :IN.:, y'r > uR: I:: I• II IJ p.' AddNional '$Pi= fir,8t10n6 The Environmental 'ProUctiiorr Agenvy (EPA) has requested that kAaCis ' 3 V J + % Lowe's notify installation customers that a lead baNsed•paint hazard may exist in dwellings built N d` *Tax r prior to 1978. - See• pamphlet EPA 747-K-99-001 for idetails. Q . Labor - f.a *Tax f f e 47?�iC�CrrG>f�i7! ( ,Oert'• Total Ij ^dam where local r labor la tam aR;w C119Dk tOQiI talc rOitr{CLIWI9. Work i9 to commN3rtce upon reasonable availability of Contractor which is antieipabed to be _. [fill In date]. NOTICE TO CUSTOMER All items listed In this contract and specification sheets) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, supef'Sfmoture'and points of attachments- Extra labor or material inaider4 to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appiisihoes to be billed at extra cost to cuMmer- 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 A T E TIME OF SIG 7tJRE. W17NESZS OUR HAND(S) AND 3F-AL(S) BELOW THIS DA`( CSF g -y 07 WrrNESS _ (Seal) or (Seal) _ _ (Seat) ialist or Above Spouse wr;'1 4 ar a 11657-rogers, ronnie-7-30-07 (1728x2l78x2 tiff) ZlJU7-117=L`l 1'I: -IU 4111=4.511=4uby 76'5/-1NSIALLLU SALLS Ii T/.5 SSZR135A LOWE'S HOME CENTERS, INC_ SAF 1657 PAGE: 1 DATE: 07/29/07 3780 ORLANDO DRIVE SANFORD FT, ORDERED FOR: RONNIE ROGERS PHONE: (407)430-4060 ADDRESS: 2542 EL CAPITAN DRIVE SANFORD FL 32773 PHONE: (407)321-0556 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS. ATT PHONE: (407)46$-1010 ORLANDO FL 32818 FAX: (407)296-7960 PROJECT: 212234705 PERMIT LOWES YO: 42495848 LOWES INVOICE; 74033 ASSOCIATE: RTCHARD SCOUTEGUAZZA EST DELIVERY: 07/29/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VF.ND_PART# COST EXT—COST --------------------------------------------------------_-_---------------------- 1 147142 PERMIT PERMIT 100.00 100.00 FREIGHT $ 0.00 TOTAL $ 100.00 f n Architectural Testing ANSI/AAMA/NWWDA 101A.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 PRODUCT TYPE: PVC Sliding Glass Door Title Summary of Results Rating SGD-R25 96 x 96 Operating Force In Motion) 7 lbs max. Air Infiltration 0.14 cfin/ftz Water Resistance Test Pressure 5.25 psf Uniform Load Deflection Test Pressure ±25.0 psf Uniform Load Structural Test Pressure ±37.5 psf Forced Entry Resistance CAWM 300-96 This report contains in its entirety: Cover Page: 1 page Report Body: 6 pages Drawings: 15 pages Reference should be made to ATI Report No. 49829.12-122-44 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing ANSU A 101/I.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 17325 Report No.: Test Dates: Through: And: Report Date: Expiration Date: 49829.12-122-44 03/11/04 03/30/04 10/29/04 02/16/06 03/30/08 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform testing on a Series/Model 10, PVC sliding glass door. The sample tested successfully met the performance requirements for a SGD-R25 96 x 96 rating. Test specimen description and results are reported herein. Test Specification: The test specimen was evaluated in accordance with ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: PVC Sliding Glass Door Overall Size: 7' 11-1/2" wide by 7' 11-1/2" high Panel Size: 4'0-5/8" wide by 78-7/8" high Daylight Opening Size: 38-1/8" wide by 74-1/2" high Screen Size: 4'0-5/16" wide by 7'9-7/8" high Finish: All PVC was white. Glazing Details: The 3/4" insulating glass was fabricated using two sheets of 3/16" thick clear tempered glass and steel InterceptTM spacer system. Each panel was exterior glazed against dual -sided adhesive foam tape and secured using PVC glazing beads. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com CERTIFICATION OF THESE DOORS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1. IF THESE DOORS ARE INSTALLED BY ANYONE OTHER THW A UCERSED CONTRACTOR EXPERIENCED WITH SLIDING DOOR INSTALATIONS. z IF THE DOORS ARE INSTALLED WITHOUT A PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 3. F THE DOOR INSTALLATION IS NOT INSPECTED EITHER BY THE APPLICABLE LOCAL BUILDING DEPARTMENT INSPECTOR OR ANOTHER PROFESSIONAL LICENSED TO PERFORM INSPECTIONS. ALLOWABLE PRESSURE TABLE ' MAX. MAX. MAX. MAX_ FOR MAX. PANEL WIDTH (P.W.) FRAME FRAME PANEL PANEL ALLOWABLE HEIGHT WIDTH HEIGHT WIDTH PRESSURE (F.H.) (F.W.) (P -H.) (P.W.) POSITIVE NEGATIVE 82" 72" 79 1/2" 36 7/8' 30 PSF 30 PSF 82' 95 1/2" 79 1/2' 48 3/4" 25 PSF 25 PSF 95 1/2" 95 1/2" 92 7/8' 48 5/8" 25 PSF 25 PSF GENERAL NOTES 1. THESE DOOR SYSTEMS HAVE BEEN TESTED. ANALYZED & APPROVED FOR DESIGN PREbAIRES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADS' TABLE. 2. BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO TRANSFER LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT. VAR( UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THESE DOOR SYSTEMS HAVE BEEN DESIGNED M ACCORDANCE WITH & MEET THE . REQUIREMENTS OF THE 20D4 FLORIDA BUILDING CODE (FBC) FOR USE IN THE NDN-HIGH'YELDCITY HURRICANE ZONES. 5. THESE DOORS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA/NWWDA 101/1.5. 2-97 'VOLUNTARY SPECIFICATIONS FOR ALUMINUM. VIM (PVC) AND WOOD WINDOWS AND GASS DOORS.' REFERENCE TEST REPORT NO'S 49829.08-122-44. 49829.07-122-44, AND 49829.09-122-44 BY ARCWTECIUR& TESTING, INC. AS APPUCA13LE TO THESE DRAWINGS. 5. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER ASTM E547 &/OR E331, UNIFORM LOAD STRUCTURAL PER ASTM 330 & FORCED ENTRY PER CMBSO/CAWM 3DO. 7. THESE DOOR SYSTEMS ARE NON -IMPACT RATED & MUST BE SHUTTERED WHERE REQUIRED BY CODE 8. AL DOOR SIZES SPECIFIED AS ALLOWABLE IN THE 'ALLOWABLE DESIGN LOAD TABLE' HAVE BEEN COMPARED TO THE TESTED UNITS AND ARE RESTRICTED BY THE OVERA L SIZE (AREA) OF THE TESTED UNITS. ALL COMPONENTS HAVE BEEN CHECKED. INCLUDING CLASS TO ASTM E-1300, TO SUPPORT THE LOWS AS SPECIFIED IN THE LOW TABLE 9..TO THE BEST OF OUR KNOWLEDGE THE DOORS SHOWN HEREIN ARE CERTIFIED 'AND/OR DUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/GA ENTRY & SHALL BE LABELED IN ACCORDANCE WITH THE STATE CODE & CHAPTER 98-72 DEPARTMENT OF COMMUNITY AFFAIRS- LORAYI BUILDING COMMISSION SPECIFICATIONS. BY LABELING THE DOOR. THE MANUFACTURER CONFIRMS THAT THE PRODUCT IS ASSEMBLED IN ACCOF43MCE WITH THEIR RESPECTIVE OA & TESTING REPORTS. -CORNER CONSTRUCTION .LMR & PANEL CORNERS. MITERED & WELDED FIXED INTERLOCK CORNERS: MERLOCK IS BUTTED TO HEAD & SILL AND SECURED WITH (2) NO. 6 X 2" SCREWS THRU HEAD JAMB TO INTERLOCK & (2) NO. 6 X 2' SCREW' THRU SILL TO INTERLOCK. SEE "CORNER CONSTRUCTION' DESCRIPTION ON THIS SHEET 1 2"2'2"2' 5 FIN SCREWS AT EACH MULLION END EXTERIOR ELEVATION AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET SLIDING DOOR FOR FASTENER REQUIREMENTS. SCALE: 3/4"=1"-0' NOTICE THIS DOCUMENT IS BEING PROVIDED FOR THE LIMMED PURPOSE OF OBTAINING FRAME ANCHOR REQUIREMENTS TABLE FOR MAX. FRAML WIUIH FIN FASTENERS SEE PRESSURE TABLE ON THIS SHEET OPENING TYPE JAMB T0. OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. FOR MAX. PANEL WIDTH (P.W.) 2X_ WOOD FRAME OR BUCK 2' X 11 GA. ROOFING NAIL 1, 1/2' 1/2' SEE PRESSURE TABLE ON THIS SHEET 2X_ WOOD FRAME OR BUCK .I')No' 8 X 1 1/2' SMS 1.3/8' 1/2' SCREW WITH WASHER p B 0).NO WASHER IS NECESSARY IF WAFFLE HEAD SCREWS ARE USED IN LIEU OF F.H. OR P.H. SCREWS. 2 2 .._ = CIND E �N a rn S30 0 x w x wJ LOCK � � Wcx ACTIVE INACTIVE WWW �� oa yw LL w 0 N TYP. FIN MOUNT FASTENER SEE "FRAME ANCHOR REQUIREMENTS TABLE SHEET R FORTS. FASTENERNR QIUIREMENNTS / SEE "CORNER CONSTRUCTION' DESCRIPTION ON THIS SHEET 1 2"2'2"2' 5 FIN SCREWS AT EACH MULLION END EXTERIOR ELEVATION AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET SLIDING DOOR FOR FASTENER REQUIREMENTS. SCALE: 3/4"=1"-0' NOTICE THIS DOCUMENT IS BEING PROVIDED FOR THE LIMMED PURPOSE OF OBTAINING FRAME ANCHOR REQUIREMENTS TABLE FIN FASTENERS OPENING TYPE JAMB T0. OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. MAX. SPACING 2X_ WOOD FRAME OR BUCK 2' X 11 GA. ROOFING NAIL 1, 1/2' 1/2' B" O.C. 2X_ WOOD FRAME OR BUCK .I')No' 8 X 1 1/2' SMS 1.3/8' 1/2' SCREW WITH WASHER 8" O.C. 0).NO WASHER IS NECESSARY IF WAFFLE HEAD SCREWS ARE USED IN LIEU OF F.H. OR P.H. SCREWS. BUILDING CODE APPROVAL. ACTUAL TEST RESULTS PROVIDED HERIN SUPPORT AND, IN SOME CASES, EXCEED PUBLISHED _ PERFORMANCE CLAIMS. SEE PRODUCT LITERATURE FOR COMPLETE PERFORMANCE INFORMATION. ft CI*CKMf� MIN. 2X4 P.T. BUCK SEALANT BY MIN. 2X4 P.T. BUCK ws. rys SEALANT BY 3/4" I.G. OTHERS '' ' `-'& BUCK ATTACHMENT OTHERS ' - ' •" & BUCK ATTACHMENT P10Ti�y p1�� BY OTHERS BY OTHERS MIN. 3/16" TEMPERED GLASS FIN FASTENER FIN FASTENER STEEL SPACER PER ELEVATIONS 1/4" MAX PER ELEVATIONS 1/4" MAX FOAM GLAZING TAPE SPACE -�� SPACE T t 1/2" MIN. BITE ��❑ �q❑ 0� EXTERIOR 3 SETTING BLOCK 1 9 1 2 3 4 5 6 20 s G� ONG DETAIL 1 2 i v v 3/4" I.c. EXTERIOR \ EXTERIOR \ MIN. 3/16" TEMPERED GLASS SEE GLAZING w SEE GLAZING FOAM GLAZING TAPE DETAJL 1 ON = DEIAIL 1 ON = THIS SHEET w THIS SHEET w 1/2" MIN. BITE 18 2 ¢ EXTERIOR z 6 ZO 13 �� IS a z o 0� a = d �'y �❑ . .. .. .. 1 5 ovmi� �� - ��❑ �� STEEL SPACER U GLAZING DETAIL 2 15 1/4' MAX. 1/4' Mme, SILL ANCHOR WITHIN 6" OF CORNERS SHIM SHIM & MAX. 16" O.C. WITH 3 ANCHORS a FIN FASTENER FIN FASTENER CONCENTRATED AT MEETING STILE PER ELEVATIONS PER ELEVATIONS ENDS SPACED 3" TO 4' APART. (N0, ' n •• :'::,`., '... :.� :':;'::,'., '.:•. 10 P.H. OR H.H. S.S. SCREW WITH 1 f MIN. 2X4 P.T. BUCK MIN. 2X4 P.T. BUCK 1/4" EMBED INTO WOOD; 3/16" H.H. o zog SEALANT BY J SECTION A & BUCK ATTACHMENT SEALANT BY�I SECTION B & BUCK ATTACHMENT CONCRETE SCREW WITH 1 1/4" `w . dF OTHERS SCALE: 1 2 FULL 2 BY OTHERS OTHERS SCALE: 1/2 FULL BY OTHERS EMBED INTO CONCRETE S w is / FIN SCORED & ... �u .. ) zz ... _ i5 Jd 1 4° MAX. REMOVED 1 w o �F 1/4" MAX. FRAME WIDTH (F.W.) / � SHIM SHIM MIN. 2X4 Z P.T. BUCK BUCK5 3 DETAIL�I GLAZING 1 &TRUCK K G y� i ATTACHMENT THIS SHEET 6 4 ATTACHMENT y W BY OTHERS BY OTHERS 1/4" MAX. (ul 11 13 ILIJ SHIM �,�•!"•'. a a • ' WOOD BUCK OR CONTINUOUS BEAD 0 �I`'4L•!``.�. � ���d�: FIN FASTENER CONCRETE SILL OPTIONAL -SILL MOUNT URETHANE SEALANT �° ..no � 4r-- .' PER EIEVATI0N5 20 BY OTHERS 20 10 0 _ - y t2 o FlN FASTENER t 4 b rtv • Ci 14 PER ELEVATIONS 1 : •?fid.•.' Yn,... z..• .• ��.�: SEALANT BY: 5 SEE GLAZING SEALANT BY OTHERS 26 ..... _- ... DETAIL 2 ON ..... 0 .. OTHERS aEN• __ ._ ... . THIS SHEET o SECTION G SECTION SECTION SHEEP N0. D SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 2 2 3 4.500 -I 1 ITEM PART # REM DESCRIPTION 0.625 PARTS 2.250 1 900822 FRAME JAMB 0.080 2 250 2 900928 ACTIVE PANEL RAIL 0.080 3 900930 LOCK STILE 1.500 0.625 4 . 900932 ACTIVE MEETING STILE 2.688 0.080 5 900926 FIXED MEETING STILE 6 900924. FIXED PANEL RAIL 1.3501.125 1.500 7 850227 GLAZING BEAD OOAC LVE PANEL LOCK STILE 8 900934 SILL TRACK OFRAME JAMB 9 850994 ANTITILE STIFFENER JFT CIDP 1 440 I . -10 850001 LOCKK STILE �` 11 850025 ACTIVE PANEL MEETING STILE Sl 2.250 2.250 ---1 FT 12 850026 FIXED PANEL MEETING STILE STI 1�D o 1.875 13 955065 ACTIVE PANEL MEETING STILE Sl 0-625 14 955060 FIXED PANEL MEETING STILE STI o 2.720 15 615035 36 SILL TRACK CAP 0.080 1.8fiD 1.800 0.080 2.095 � HAROWARI p I 16 950501 DOOR HANDLE LOCK ASSEMBLY _JI _JI__ 17 - LOCK KEEPER 1.625 0.080 I 18 850016 ROLLER ASSEMBLY ®ACTNE MEETING SEALS AND SE STILE OFlXED MEETING ©FIXED PANEL 20 666176 FINSEAL WEATHERSTRIP RA MISC. FASTEN 0.829 p 062 0.842 1.620 1.221 25 - N0. 6 X 5/8" PH TEK SCREW 0.030 26 - NO. 6 X 5/8" PH TEK SCREW 1.j��' 0.395 I -1.626 0.080 0.500 OGLAZING BEAD ®SILL TRACK ®�p LIF iC STIFFEN LOCK LLE 1.350 I - -� 1.084 �- 0.248 0.046 1.190 10.046 0.26P--tL 0.018 �- 15 SILL TRACK 11 ACTIVE MEETING CAP mmrcvn - vuv�t MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL 18 GA. GALV. STEEL MIN. G-60 18 GA. GALV. STEEL MIN. G-60 18 GA. GALV. STEEL MIN. G-60 14 GA. GALV. STEEL MIN. G-60 Is wN Z U M 0 a (L C) K � a Lu 8 co K M dm� CL 0 o N � 0 r,a Nei i5;o p !3� SHEET H0. 3 OF 3 STILE STIFFENER 12 FIXED MEETING FOR DOOR 82" STILE STIFFENER TALL & LESS FOR DOOR 82" TALL & LESS 11.100 t1.32;O�-- 1.1195 T 1.470 . 0.075 13 ACTIVE MIET1NG STIFFENER 14 FIXED MEETING STILE FOR DOORS 21LE STIFF^` N R TALLER THAN 8" FOR DOORS ..... _._. - ...._ TALLER THAN 82" I I mmrcvn - vuv�t MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL MIKRON - VINYL 18 GA. GALV. STEEL MIN. G-60 18 GA. GALV. STEEL MIN. G-60 18 GA. GALV. STEEL MIN. G-60 14 GA. GALV. STEEL MIN. G-60 Is wN Z U M 0 a (L C) K � a Lu 8 co K M dm� CL 0 o N � 0 r,a Nei i5;o p !3� SHEET H0. 3 OF 3 |Florida Building Code Online -------- - ' ^Page 1 of 3 BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 13M iijProduct Approval uaem: Public User A RE 0-9 Product Manufacturer Authorized Signature Technical Representative Quality Assurance P Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Pella Corporation 102 Main St. Pella, IA5O219 (641) 621-1000 jahayden@peUa.corn Joseph Hayden jahaydan@peUa.corn Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Associz Standard http://www.floridabuilding.orglpr/pr�_app_dtl.aspx?param=wGEVXQwtDqvgm3uFgC... 6/29/2006 " »wpp|�amunoetax ---~ FL# FL57O8 Application Type New CodeVenaion 2004 Application Status Approved Comments Arch ived A RE 0-9 Product Manufacturer Authorized Signature Technical Representative Quality Assurance P Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Pella Corporation 102 Main St. Pella, IA5O219 (641) 621-1000 jahayden@peUa.corn Joseph Hayden jahaydan@peUa.corn Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Associz Standard http://www.floridabuilding.orglpr/pr�_app_dtl.aspx?param=wGEVXQwtDqvgm3uFgC... 6/29/2006 'Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummnru of Prnducts Page 2 of 3 ANSI/AAMA/NWWDA 101/I.S.2-97 ASTM E1300-02 Method 1 Option A 11/10/2005 11/10/2005 11/11/2005 12/06/2005 FL # Model, Number or Name description 5708.1 Pro Line Series/Clad Sliding (411-H-605) Fixed Door Door Companion Fixed Door Type O Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_5708._I_CC_L_for_Pe1la Impact Resistant: Verified By: Design Pressure: +/- Other: F -R75 (49 in x 82 in). Configurations of glass conform to ASTM E1300-02. 5708.2 Proline Series/Clad Sliding Il (411-H-604.0) Sliding Door Door Type II Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: SGD-LC35 (95in x 82in). Configurations of glass conform to ASTM E1300-02. 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 Disclairrt Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgm3uFgC... 6/29/2006