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HomeMy WebLinkAbout163 Woodridge Trl 03-16 new AdditionPERMIT ADDRESS 003 IA)OCd CONTRACTOR soo'o6v PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR \` C C. C MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE S0. SUBDIVISION PERMIT # 030VI( DATE b wa PERMIT DESCRIPTION AAA..tea` PERMIT VALUATION Lw I VWm SQUARE FOOTAGE 112 C•! UZ- II-U13 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 0 Date: 1 The undersigned hereby applies for a permit to install the following electrical: Owner's Name:=L U t ) 1 7 _ Address of Job: Electrical Contra Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non-Residenlial) New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: a- r Q e_C&- Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature Slate License Number e, CITY OF SANFORD PERMIT APPLICATION 2 ICJPermitNo.:__ . JJ / J Date: '9'5 IQe- ' Job Address: lit/ j ,,, _7_2 Permit Type: L-T3uilding El ctrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: _ ., fiyC i, c7. v cam cY, A(o.e0 o7"m-- l> o,,,se— Additional Information for Electrical & Plumbing Permits Electrical: / Addition/Alteration _Change of Service __Temporary Pole _New AMP Service (# of AMPS ) Plu mbing/Residen tin 1: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: residential —Commercial _ Industrial Total Sq Ftg: /9Z Value of Work: S to Type of Construction: () Flood Zone: G Number of Stories:—L Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/ Address/Phone: C &s f/L7 i. _ />i // 3- ContractortAddress/ Phone: -7,7 / O d , 32, 707 5 '' State License Number: C%?COy 7 3/•:• Contact Person: _ C ( rCi S Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: - ---- . Architect/ Engineer r c-tvPhone No.: Address: Fax No.: 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 compliar. ;e with all applicable laws regulating construction and•zoning. WARNING'I'O 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 "OUR..;;`-': NOTICE OF COMMENCEMENT. NOTICE: In addition to equirements of this permit, there may be additional restrictions applicable to this property that tray be Found in the public recor s o s county, and there may be additional permits required from other governmental entities such. as. water managem i icts, state gencies, or federal agencies. acceptance per t is veri ion thaUDate the owner of the property of the requirements of Florida Lien Law, FS 713. ignature f er/Agent Sign e f tr or Agent Date El z TintO / Age s Name e /Ag is Name signature of of -State oK MpApteSignature of Notary -State ofFlor daDate m Eq. 1QMmS Mo. t10 0.`+9 .r' '! Mtoinette L Fkdrbku,y KnoweIIOdinIQt M CammMsfon OC i{ res My 11.2004 wner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID PPLICATION APPROVED BY: Date: 10 pecial,Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Aga= <J © D q Setninule Cownly iperty vl f naircr CR46A c crciees p 11111 14. vir'l M, s.! Z ti.i ll,l tl l l. s27-°I a ' . O GENERAL Parcel Id: 32-19-30-5GS-0000-0320 Tax District: S1-SANFORD VALUE SUMMARY RUIZ CARLOS J JR & 00- Value Method: Market ExemOwner: GLORIA E ptions: HOMESTEAD Number of Buildings: 1 Address: 163 WOOD RIDGE TRL Depreciated Bldg Value: $86,608 City,State,ZipCode: SANFORD FL 32771 Depreciated EXFT Value: $1,089 Property Address: 163 WOOD RIDGE TRL SANFORD 32771 Land Value (Market): $24,300 Subdivision Name: KAYWOOD REPLAT Land Value Ag: $0 Dor: 01-SINGLE FAMILY Just/MarketValue: $111,997 Assessed Value (SOH): $96,110 SALES Deed Date Book Page Amount Vac/Imp Exempt Value: $25,000 WARRANTY DEED 12/1998 03559 1811 $106,000 Improved Taxable Value: $71,110 WARRANTY DEED 04/1989 02061 1261 $87,000 Improved 2001 Tax Bill Amount: $1,494 2002 Notice of Proposed Property Tax Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 32 (LESS S 25 FT FOR RD) KAYWOOD LOT 0 0 1.000 24,300.00 $24,300 REPLAT PB 30 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1989 7 2,405 1,733 CB/STUCCO FINISH $86,608 $90,927 Appendage / Sgft OPEN PORCH FINISHED / 96 Appendage / Sgft GARAGE FINISHED / 576 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1992 192 $1,089 $1,632 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ur oses. http://www.scpafl.org/pls/weblre_web.seminole_county_title?PARCEL=3219305GS00000..2 9/23/2002 Division of Corporations Pagel of 2 i Florida Profit SOUTHERN STYLE CONSTRUCTION, INC. PRINCIPAL ADDRESS 170 LYMAN RD STE 120 CASSELBERRY FL 32707 Changed 05/07/2001 MAILING ADDRESS 170 LYMAN RD STE 120 CASSELBERRY FL 32707 Changed 05/07/2001 Document Number FEI Number Date Filed P93000083393 593212753 12/07/1993 State Status Effective Date FL ACTIVE NONE Registered Aizent Name & Address HOUSE, CURTIS A. 170 LYMAN RD STE 120 CASSELBERRY FL 32707 Name Changed: 04/03/1996 Address Changed: 05/07/2001 Officer/Director Detail Name & Address Title NEWSOME, HARVEY G JR. 170 LYMAN RD STE 120 VP CASSELBERRY FL 32707 AKINS, FRANK 621 S LAKEWOOD AVE VP http://www.sunbiz.orglscripts/cordet.exe?al=DETFIL&nl=P93000083393&n2=NAMFWDC 10/3/2002 Division of Corporations Page 2 of 2 OCOEE FL 32461 II I BROWN, DAVID 320 W PALMETTO AVE VP DELAND FL 32720 HOUSE, CURTIS A 170 LYMAN RD STE 120 ST CASSELBERRY FL 32707 Annual Reports Re ort Year Filed Date IIntangible Tax 2000 11 05/ 18/2000 2001 11 05/07/2001 2002 11 05/23/2002 Previous Filing Return to List Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 05/23/2002 -- COR - ANN REP/UNIFORM BUS REP 05/07/2001 -- ANN REPAMFORM BUS REP 05/18/2000 -- ANN REP/UNIFORM BUS REP 04/09/1999 -- ANNUAL REPORT 05/05/1998 -- ANNUAL REPORT 05/12/1997 -- ANNUAL REPORT 04/03/1996 -- 1996 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corp orations'Ingtury . ! http://www.sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=P93000083393&n2=NAMFWI... 10/3/2002 POWER OF ATTORNEY do hereby authorize Jerr-1ro k- to pull the , ,, ,/ permit for — n' e or pemtit ddress ems HEATHER HOUSE MY COMMISSION # DD 126354 EXPIRES: June 16, 2006 Notary itt h• r e Ta, N my Rft u,ae wdm e Personally known to me or drivers license # u. State of Florida, County of ¢$ on dayof p DA)2002. NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) (9 j Op/C' T/ GENERAL DESCRIPTION OF IMPROVEMENT a a /Z A J7 G!o Sed ,L fir, di A OWNER INFORMATION Name and address rll_ 1 V :S, Interest in property (Fee Simple, Partnership, etc. DER' HED Our I i . MARYANNE MUFM NAME AND ADDRESS OF FEE S: CONTRACTOR Name and address 55c SURETY (Bonding Company) Name and address Amount of Bond LENDER Name and address 4 THIS INS M CLERK HOLDER. (IF OTHER THAN OWNER) MIpRyM* MDRSE, CLERK OF CIRCUIT COURT SEMINOLE COLWTY BK 04550 PG 1601 RECORDED I@/@8/M 19148147 AM RECORDINS FEES 6.00 RECORDED BY L McKinley Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different to is sp ifie ) 4.0... ga nny STEPHANIE D. SANCHEZ p t ommisslon A DD0087644 Expires U2WOOS y Signature of Owner3V'"" mm``, Florida Notary,Assn , Ino _ g LO < U l Z Worn to and M*bed before me this L Day ofAAoy2—Z- I My Commission Expires: Public and oath. instrument was ac , owledged before me this '"I'1 t day of DK by Name of person acknowledged), who is personally known to me or who has I Type -of identification), as identification and who did/did not take I 11 5u- N/W 1wri—Ail, uccuruing to ineptui irtereqj, w recurueu in NJ Plat Book 30, Pages 27-28, of the Public records of FD. B.R. 89.96' M. F'D. Seminole County, Florida. 712" 1 R. N 89*5928'E 90.00' P. 112' 1. R. M. 112- 1 R. 7.5' U. 11 Community number: 120294 Panel: 0040 Suffix: E F.LR.M. Date: 411 719517,00d Zone: C N 895928' E at1 12.69' M. Date offield work: 12111198Completion date:] 2111198 Certified to: 72.60' 24.0' f Carlos J. Ruiz; Gloria Ruiz; Fidelity National Title Insurance Company of New York, North American O A/C Mortgage Company, its successors and/or assigns. E 5. 0. 0C3 020' 24.3' o Property Address: I STORY 163 Wood Ridge Trail 14 sljv LE FAMIL Y 1 R 'SWENCE Sanford, Florida 32771 60.4' a .33 Survey number: Y-30031 24.0 . I7RECNLiIt 16.0' Notes: j) la 32 Accepted By: 7.5 U. E. SET 112- SET 112' IR 16387 I S 895632 W 90. 00' P. IR 16387 I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A' TRUE AND CORRECT REPRESENTATION Of A suRvrr PREPARED UNDER MY DIRECTION, o L ES-5 —OUT 0.01-4 SIGWO srA rr ar n RALPH SWJWLOFF RfG1S?EREV'LAXD SURVEV0R,Na 3411 FO. 112 - 1. R. FD. 112- I.R. SIGNEDSTAW Or A1ORfDAS895632" -W 90. 00' P. 24.15' S, 1.30' W. 24.47' S., 0.49' W. 7_4ft_ MIOWL SWN RE0194ERSDINO SURVEyOR_'R&4Z62, PAOLA ROAP (CO.R. 46-A) SIGNED SrA , YE Of FLOR10,4 NOC AGUILAR RE04SITREV LAWSURjtO? Na ssn rMS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY. EXCLUSIVELY FOR THIS usr or rmosr To wow IT is aRimeo. THUS SU IS HOT TO BE USED FOR CONSTRUCTION. PERMITTINa Arsiov OR ANY OTHER USE IWTHOUT W *RirrEN CONSENT OF FIRST nNANCIAL suRviyags ING, PAGE _G[NERAL NOT P-AWMENT PLAT BOOK LEGAL DESCRIPTION PROVIDED BY OTHERS POINT OF BEWAINING 2) THE LANDS SHOWN HEREON HERE NOT ABSTRACTED FOR EASEMENTS 7700 Wortli Xendall Drive POINT Of COMWNCLEMENT OR OTHER RECORDED ENCwBERANCES NOT SHOwN ON THE PLAT suits 409 4 POINT ONLINE 3) UNDERGROUND PORTIONS Or F007Wa FOUNDA77ONS OR OTHER Miami. Florida 33156 13 -3655POINTOrCURVATUREimPROWmENTSKERENOrLOCATEDFrl( 271 POINT Or REWNSE CURVE 4) WALL 77CS ARE TO THE FACE Of THE WALL. Z71-6499 POINT Of TANGENCY 5) NOT VALID uness SEALED WITH 7NE ryaossEv, SURVEYORS SEAL 365 Autin Avenue RADIUS (RADIAL) 6) ONLY VISIBLE ENCRO4 OWEN TS L OCA TED, Ito 3 ROOF OVERHANG CASEMENT SET IRON ROD It CAP 7) NO IDEN TinCA 77ON FOUND ON PROPERTY CORNERS UNLESS NOTED. Oviedo. Florid10a 32766 4071 M-70 SE?' Z4 002 09 : 02 FR STANLEY DOORS SYSTEMS4 927 4973 TO 91 4073397BO9 P . 02iO3 MIAMIQADE MIAMI-DADE COUNTY. FLORID,% METRO-DADE FLAGLER BUILDING CONTROL NOTICE OF A( Stanley Door Systems 1 7300 Reames: Rd. Charlotte ,NBC 28216 BUILDING CODE CONIPLIA(WE OFFICE MOMO-DAUB FLAGLER IIUII,I)Mc 140 WEST FI.AGLER S11tr TT, Surt'j: 1603 MIAMI, FLORIDA 33130-1563 ANCE (305) 375-2901 FAX (305) 375.29()s CONTRACT k' I-IrWsrvc:sl:c.-rim 305) 37S-IS17 F,1X (30S) 373.233R oON'rKAcTolt P-NFouCxAtY.lwr uwltiloY 305) 373.2966 FXV (303) 373-Plox PRODUCT CONTROL 1)I Vhto Your application for Notice of Acceptance (NOA) of: ( 303) 375.2902 FAX (303) 372.6339 Sta-Tru" S/E 6'8 Out -swing Opaque Res. Ins. Steel Door -Impact w/wo Sidelites(Non-lmpact) under Chapter 6 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or tnluerial at any time from a jobsite or manufacturers plant :for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0928.05 EXPIRES: 1/0l_ 1f2006 Raw xwnguez Chief Product Control Division THIS I:zME COVERSHEET, SEE ADDITIONAL PAGES FOR SP9QF AND GENERAL COMMONS R, II&ING .00DE & PRODUCT REVIEW C0KMffTjZp. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Kami-Dade County, Florida under the conditions set forth above. APPROVED:-,l /01/2001 AOC _/" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 002 09:03 FR STANLEY DOORS SYSTEMS4 927 4973 TO 914073397809 P.03iO3 Stanley Door Systems ACCEP'i ANCE No.: 01-0928.05 APPROVED November 0l 2001 EXPIRES --November 01 2006 NOTICE OF ACCEPTANCE: SPECWIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 01-0129.21, which was issued on May 10, 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta-Ttru" S/E 6' 8" Outswing Opaque Residential Insulated Steel Door w / wo Sidelites - Large Missile Impact Resistant Doors / Non —Impact Resistant Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No, 43967 titled "Stanley Outswing Opaque i 1-4 x 6-8 Steel Edge Door W/ & W/O Sidelites" Sheets 1 through 7 of 7, dated 12/26/00, prepared by R.W. Building Consultants, Inc., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single.door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the .active leaf of this approval. 4. INSTALLATION 4.1 The msidential insulated steel door and its components shall be ilitstalled in strict compliance with the approved drawings. 4.2 Hurricane protection systan (shutters): 4.2. l Door the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. I LABELiNG 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6. I. I This Notice of Acceptance 6.1,2 Duplicate topics of the approved dra%ings, as identified in Section 2 of this Notice of Acceptance:, clearly marked to shoev the components schxte:d for the propbscd iistallation. 6.1.:3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the Installation of this system. ishaq i Chanda, 1' fProduct Control Examiner Product Control Division It NORANDEX PAGE 9 3/16" TAPCON WITH A MIN. 1-1/4' MIN. EMBEDMENT OSEE ELEVATION FOR ANCHOR SPACING.--_;-, 750 TYP ODD HEADER 10 F.H. S.M.S. WITH A MIN. 1-1/2" MIN. EMBEDMENT SEE ELEVATION FOR AATruriD QDArTT.Tr ALT. HEADER SECTION 1.500 TYP. 2 BY BUCK On NOTES: 1) SHIM AS REQUIRED, MAX SHIM STACK 1/4". 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.62" . 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON TABLE E1300 GLASS CHARTS, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 3/16" TAPCON W/1-1/4" MIN. EMBEDMENT SEE ELEVATION FOR FOR ANCHOR SPACING. EA I1/ wm CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME O MASTER FILE # CALL SIZE WIDTH b, D, 1 BY BUCK O 1 ` 2 BY BUCK TYP. JAMB SECTION 1 BY / 2 BY BUCK 1/4" SHIM MAX (BOTH JAMBS) p D p D p D SEE NOTE 6 AND STT,T. SFCTTnN TYP. 1 BY BUCK CHARLES A. PAG ,FP. E. FL. REG. ENG. # - 49121 DATE: 3/21/02 n WINDOW FASTENER SCHEDULE DIMENSIONS NO. ANCHORS NO. ANCHORS WIDTH HEIGHT HEAD JAMB INCHES) INCHES) 35 AND 45 35 AND 45 PSF) (PSF) PSF) (PSF 2 2 26-1/2" 26" 2-- 2 — 37„ 2 2 53-1 8" 1 3 2 19-1 8"_- 26-1/2" 38-1/4" 2 _ 3 _— 37" 2 53-1 8" 3 3 19-1/8" 2 3 26-1/2" 50-5/8" 2 — 3 —_ 37. 2__ 53-1 8" 3 3 19-1/8" 2 3 26-1/2" 63" 2- 37" 53-1 8" 3 3 19-!8" 2 4 26-1/2" 76-3/4" 2----- — 4--- 37" 4— 53-1 8" 3 — 4 — — 10 F.H. S.M.S. W/1-1/2" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. TYP. AT HEAD SILL 6" 24" O.C. MAX 6" MAX DETAIL- A C a DETAIL-C YSASH ria O F DETAIL-B i AXM J W W cn N C"D c ti z Aww 041, y a w gw44b O Co-4 0. O Ell v cn A On 0 o 0 0 14 E C4 C Q 14a a 4 4 q NORANDEX DA('_V 91 3/16" TAPCON WITH A MIN. 1-1/4" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. 0 10 F.H. S.M.S. W/1-1/2" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. LTD AT -)VD QV0TTn1KT NOTES: 1) SHIM AS REQUIRED, MAX SHIM STACK 1/4". 2) ALL ALUMINUM EXTRUSIONS ARE ALLOY 6063-T5 OR T6 WITH TYPICAL WALL THICKNESS OF 0.62" 3) USE HIGH QUALITY CAULK BEHIND WINDOW FLANGE. 4) GLASS THICKNESS BASED ON TABLE E1300 GLASS CHARTS, AND MAY VARY DEPENDING ON SIZE. 5) THE RESPONSIBILITY FOR SELECTION OF NORANDEX PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, BUILDING OWNER OR CONTRACTOR. 6) A PRESSURE TREATED WOODEN BUCK OR MARBLE SILL SHALL BE ADDED UNDER THE PRODUCT TO FULLY SUPPORT UNIT. THIS SUPPORT SHALL BE FIRMLY ATTACHED INTO MASONARY AND SUPPORT THE PRODUCT OVER ITS FULL LENGTH (SUPPLIED BY OTHERS). 7) CONCRETE COMPRESSIVE STRENGTH = 3,000 PSI AT 28 DAYS. 8) NOTE * INDICATES THAT EQUAL FASTENERS AT H &% SILL ARE AL FLORMA B. 0. A. F. 1' Y Y. ;: tj Y b U u K MANUFACTURER NAME: 3/16" TAPCON W/1-1/4" MIN. EMBEDMENT /oiPgAlo-)tX SEE ELEVATION FOR ANCHOR SPACING) MASTER FILE 1 BY BUCK 1/4" SHIM - MAX (BOTH J SEE NOTE 6 HEADER AND SILL SECTION TYP. 1 BY BUCK CALL SIZE WIDTH 2 BY BUCK T A I\/fR Cr PTTnRT CHARLES A. Pa66, P.E. FL. REG. ENG. # .491.'21 DATE: 12/11./01 10 F. H. S.M.S. W/1-1/2" MIN. EMBEDMENT SEE ELEVATION FOR ANCHOR SPACING. C WINDOW DIMENSIONS FASTENER SCHEDULE NO. ANCHORS NO. ANCHORS HEAD/SILL JAMB WIDTH HEIGHT SEE NOTE 8 INCHES) (INCHES) 35 45-60 35 45-60 PSF) (PSF) PSF) (PSF 19-1/8" 2 2*_ 2_ 2 26-1/2" 26„ 2 2*_ 2_ 2 37" 2 3*_ 2_ 2 53-1/8" 3 3* 2 2 19-iz8" 2 2*_ 2_ 3 26-1/2" 38-1/4" 2 2*_ 2_ 3 37" 2 3*_ 2_ 3 53-1 8" 3 4* 2 3 19-!Z " 2 2*_ 3 3 26-1/2" 50-5/8" 2 2*_ 3_ 3 37" 2 3*_ 3_ F3 3 53-1 8" 3 4* 3 19-1/8" 2 2*_ 3_ 4 26-1/2" 63" 37" 53-1 8" 3 4* 3 4 19-1/8" 2 2* 3_ 4 26-1/2" 76-3/4,. 2 2' 3 37" 2 3*341- 4 53-1 8" 3 4* 34 MAX UNIT WIDTH AIL- A IFF DETAIL-C DETAIL- B TYP. AT HEAD SILL 8" 24" O.C. MAX 44 ti W O k 0 0N ti H OrWaa4 N I G w ac'?'4P4 w C4 04 Q ul F4 Job c Truss Truss Type Oty Ply SD3580T A SCISSORS 7 1 o tional Structural Solutions & Supply, Altamonte Springs, FI., 32714, cp 4.201 SR1 s Nov 16 2000 Mi I eK Inoustnes, Inc. i ue Sep 1u io:20:08 2002 rage 1 2-0-0 4-3-4 8-0-0 11-8-12 I 16-0-0 18-0-0 2-0-0 4-3-4 3-8-12 3-8-12 4-3-4 2-0-0 Scale = 1:33.6 4x6 = 8-0-0 , 16-0-0 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.07 99810A M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.23 9 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 72 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=757/0-8-0, 6=757/0-8-0 Max Horz 2=-86(load case 5) Max Uplift2=-212(load case 4), 6=-212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1719, 3-4=-1387, 4-5=-1387, 5-6=-1719, 6-7=24 BOT CHORD 2-8=1564, 6-8=1564 WEBS 4-8=910, 3-8=-256, 5-8=-256 BRACING TOP CHORD Sheathed or 4-10-3 oc purl ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 10 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/fPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 2 and 212 lb uplift at joint 6. LOAD CASE(S) Standard sEP 1 12002 18243 Job - •• Truss Truss Type Qty Ply s SD3580T Al SCISSORS 1 1 optional) Structural Solutions & Supply, Altamonte Springs, FI., 32714, cp 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Sep 10 15:20:09 2002 Page 1 n Q1 O 2-0-0 4-3-4 8-0-0 11-8-12 16-0-0 18-0-0 2-0-0 4-3-4 3-8-12 3-8-12 4-3-4 2-0-0 Scale = 1:33.6 4x6 = 8-0-0 , 16-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.23 2-8 >809 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 74 lb LUMBER TOP CHORD 2 X 4 SYP N0.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No:3 REACTIONS (lb/size) 2=757/0-8-0, 6=757/0-8-0 Max Horz 2=-86(load case 5) Max Uplift2=-212(load case 4), 6=-212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1719, 3-4=-1387, 4-5=-1387, 5-6=-1719, 6-7=24 BOT CHORD 2-8=1564, 6-8=1564 WEBS , 4-8=910, 3-8=-256, 5-8=-256 BRACING TOP CHORD Sheathed or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 10 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 2 and 212 lb uplift at joint 6. LOAD CASE(S) Standard sEP i 1.2002 18243-