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108 Brierwood Dr - BR08-000559 (WINDOW REPLACEMENT) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION Application # : V J Submittal Date: T t,Jo A al Og B r I B' iAJbOt ir• tValue:of Work: $ " Parcel [D: Zoning: Historic District: D escripfion ofsWo. k.• W-ZyLaC4 tt/•. /A I Jyr P/'!/'!- l I i4 ............... 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 El 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 Occupancy Type: Residential Commercial Industrial Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) j........................................................................... Ploprety0er: Ton (1 C Ye — Contractor: Add ss: 10$ a, -IG' U D06 - r. Address: _ wootAor Pho_ne:-I(40 q-0 1C E-mail: Phone: State License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. Accep ;ozfnrmitis verification at I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 12 el p Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner ge 's Name Sibnature of Notary -State of Florida Date MY COMMISSION # D X96 T EXP' rua D629096 Nornxv F' Feb ry25, 2011 Not D Owner/Agent is Ei'c'^''d9ty+K•nr p t -If co. Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTIL: FD: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID ENG: BLDG: OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT FSS 489.103 Disclosure Statement State Law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervision work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. BY SIGNING THIS STATEMENT, 1 ATTEST THAT: (Initial to the left of each statement) I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 j AS LISTED ABOVE. I HAVE ACCESS TO THE ADOPTED CODES. I AM FAMILIAR WITH THE CODE PROVISIONS. I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE THE WORK. THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. Address:- /09 Tier wd ootJJ- do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. Signature Date WU Form of Identification MY COMMISSION # DD(i2909 Must be Ph to 1 ) EXPIRES: February 25, 2011 I afA-J-NOTARY F1. Notary Discount Assoc. Co. A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 4/20/07) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 re_web.seminole_county_title?parcel=33193050200000230&cpad=brierw,l 2/28/2007 Ll DAVID JOHnsom CTA, ASA 1 5 PROPERTY 1 e o APPRAISER C— d SEMINOLE COUNTY FL. 1101 E. FIRST sT y 1!' a 3 SANFORD, FL32771•t466 lfj 11 ;y 13rC407-665-7506 JA00' 1' DG. L14A 11 1 a 1t 2008 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-502-0000-0230 Depreciated Bldg Value: $207,538 Owner: BAUERLE DONALD C III Depreciated EXFT Value: $0 Mailing Address: 108 BRIERWOOD DR Land Value (Market): $52,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 108 BRIERWOOD DR SANFORD 32771 JusUMarket Value: $259,538 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 5 Assessed Value (SOH): $190,803 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2005) Taxable Value: $165,803 Dor: 01 -SINGLE FAMILY Tax Estimator Tax Reform Calculator SALES 2007 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $4,409 WARRANTY DEED 07/2004 05399 0112 $201,700 Improved Yes 2007 Tax Bill Amount: $3,007 WARRANTY DEED 08/2001 04167 0461 $147,000 Improved Yes Save Our Homes (SOH) Savings: $1,402 WARRANTY DEED 01/1977 01114 0168 $50,000 Improved Yes 2007 Taxable Value: $161,149 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Pick... Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 23 BLOCK C IDYLLWILDE OF LOT 0 0 1.000 52,000.00 $52,000 LOCH ARBOR SEC 5 PB 19 PG 46 BUILDING INFORMATION Bid Year Base Gross LivingTypeFixtures Est. Cost Ext Wall Bid Value Bit SF SF SFNumBit New 1 SINGLE 1977 6 2,128 3,149 2,128 CB/STUCCO $207,538 $239,237 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 600 Appendage / Sgft OPEN PORCH FINISHED / 96 Appendage / Sgft SCREEN PORCH FINISHED / 325 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. re_web.seminole_county_title?parcel=33193050200000230&cpad=brierw,l 2/28/2007 n Permit #:Project Name: 08-559 1 Window Installation 10 windows Address: 108 Brierwood Dr. Plans Reviewed By: Richard Denman 407-330-5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD PLAN REVIEW COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT # pAIE: r1A I Z X1 IAT r r1 ic 6•! W t ?ir !- ( I`trk c. --— TYPICAL ELEVATION ANCHOR FASTENER ( ANCHOR) LOCATION 0-0LocationinHead: Z i C e T None in Sill X1 IAT r r1 ic 6•! W t ?ir !- ( I`trk c. --— TYPICAL ELEVATION ANCHOR FASTENER ( ANCHOR) LOCATION Ed - TYPICAL EDGE DISTANCE Cane-,& Block_- 12 d ( 12.nuchor Diameters) wood -= 5d FASTENER SPACUNG IN MASONRY For lesser edge dIstuuce deereuse spneing by Multllilying with life factor below E.DGE:DIS'1'. .12d=3"lod=2-1R" 6if=71/2" 5d -1 -114 - FACTOR 1_00 0.86 0.71 0.50 TYPICAL EDGE M WOOD = 1-114" NO REDUCI'ION;FACI'OR'tS REf UIRED NOTE: -Anchor; use full, emt)edmeot in concrete Beyond the covering (stucco, (iter, etc.) tttiN ti rrr+tl, C3 ' c N 0 CA'y N Z. a cMv p iv Ca Gz? assv., k.rA. eHtcvo Io%s/o2 wu n d 3 r+RG D 0-0LocationinHead: A — no more than 7" from each end Location in Sill: None in Sill Location in lambs: B — no more than 4-1</2" from each end 1" on centerCnomorethan3 M 0 SEE AFC LOAD TABLES FOR DESIGN LOADS FOR SBCCI AND ASCE 7-88, ASCE 7-93, ASCE 7-95 OR ASCE 7-98 AS REOUIRED BY PRVAIUNG BUILDING CODE. THIS PRODUCT PAS BEEN TESTED TO MEET SBCCI ,TEST STANDARQS. FOR WIND SORNE.DEBRIS SSTD 12-99. CONDITIONS NOT COVERED BY DETAILS/SCHEDULES SHALT. BE ENGINEERED ON JOB TO JO,3 BASIS: Ed - TYPICAL EDGE DISTANCE Cane-,& Block_- 12 d ( 12.nuchor Diameters) wood -= 5d FASTENER SPACUNG IN MASONRY For lesser edge dIstuuce deereuse spneing by Multllilying with life factor below E.DGE:DIS'1'. .12d=3"lod=2-1R" 6if=71/2" 5d -1 -114 - FACTOR 1_00 0.86 0.71 0.50 TYPICAL EDGE M WOOD = 1-114" NO REDUCI'ION;FACI'OR'tS REf UIRED NOTE: -Anchor; use full, emt)edmeot in concrete Beyond the covering (stucco, (iter, etc.) tttiN ti rrr+tl, C3 ' c N 0 CA'y N Z. a cMv p iv Ca Gz? assv., k.rA. eHtcvo Io%s/o2 wu n d 3 r+RG D ji--. C.t,L C 02,/05/2008 08:55 4072602297 PAGE 01 NOTICE OF PRjq r R w e DA'T'E: Q2/1#/2002 CERTIFICATION PROGRAM: Structural COMPANY: Thermo Window CODE:. T-378.1 REVISION DATE: 07125(2007 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left, hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. Tire product described below is approved for listing in the Directory of Certified Products at ww,NAM1Ccnifjcjitioq,gom. Please review; and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION ThermoWindow Industries Series "D.H." Aluminum 235 W. Marvin Avenue Double Hung Prune Window Longwood, FL 32750 Configuration: XX Glazing: 1 /4"Annealed Glass IRMIT # ATE: M._ STP PSF Frame: W48" Sash: W-4'6" Pos+75.0 H-717" H-39" Neg-75.0 SPECIFICATION PRODUCT RATING AAMA/NWWDA 101/I.S.2-97/ DH -C40 ASTM F588-97 FER-Passed Glass Complies to ASTM E1300-02 1 UU V%,t 1 F3L Dy. iNationai. uenilteo I esting Laboratories Report No: NCTL-210-2377-1 (Structural) Expiration Date: JWy 31, 2008 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INS'T'I'T'UTE, INC. 11870 Merchants Walk Suite 202 Newport News, VA. 23606 TEL: (757) 594.8658 FAX: (757) 594-8659 INSTALLATION INSTRUCTIONS 1. Application of the window unit in wood frame construction openinc requires a minimum a # 8 Ran -head wood screw with a minimum 2" embedment into the wand framing. 2. Application of the window unit in concrete block construction oper requires a. 1/4" DIA.ITW Tapcons with a'1-1/4" embedment to block. 3. Application of the window unit in concrete construction opening require a 1/4" DIA.ITW Tapcon with a 2" embedment to concrete. WINDOW RATINGS: Test Specimen: DH - C 40 Test Size: 55.5" x 91" Test Report: NCTL - 210 - 2377 - 1 Test Specimen: DH - C 30 Test Size: 55.5" x 91" Test Report: NICTL - 210 - 2377 - 2 For specific location and number of fasteners for each window size refe?*: to detail drawing sheet # 2_ All fasteners should be coated for corrosion resistance, or be stainless UU steel. Alf sealants used for installation and sealing should conform to AAMA 800- 92 um Conformance to state and local codes is the s sMibility of the architect, building owner, or contractor. 0 GENERAL NOTES I. THIS PRODUCT IS DESIGNED IN ACCORDANCE WITH THE: 1999 EDITION OF I K. M, o ee<m wrs 01/lo[oz_ s« r L STANDARD BUILDING CODE (SBCCI). SECTION 1606 AND 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS 'AS PER ASCE 7 LASING CORRESPONDING 'LOADS. 2. IMPACT CRITERIA AS PER SBCCI SSTD 12-99. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AAND SAFETY FACTORS ARE IN ACCORDANCE WITH THE -ALUMINUM CONSTRUCTION MANUAL'- LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063—T6, 0 OR, AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM. SHALL BE GIVEN ONE 'COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO ©ASE. MATERIAL SHALL BE BEYOND WALL 6. DRP --SING OR STUCCO. A OLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR AL JIUM -ALLOY 2024-T4 OR 7075-75, OR PLATED STEEL. I K. M, o ee<m wrs 01/lo[oz_ s« r L Tum REVISION L/ l PERMIT # F _ G DATE PROJECT ADDRESS % tdU(9od- Dr'., CONTRACTOR o d t,zi l lr'' ' C, PHONE # -1q FAX # DESCRIPTION OF REVISION a UTILITY DEPT FIRE PREVENTION PLANNING BUILDING NOTICE OF PRODUCT CERTIFIC V CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1005851-Rl 12/01/2004 Structural Buffeien P-669-1 04/09/2008 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification.cocn Please review, and advise NAM immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Buffelen Doors Series 112130" Iii -Swing Wood Opaque PO Boz 1838 Double Doors w/Raised Panels Tacoma, WA 98401 Configuration: XX PERMIT # - DATE: Frame: W-6'3" Panel: W-3'0" H-8'1" H-711" SPECIFICATION PRODUCT RATING ASTM E330-02 w/o Surface Bolts Design Pressure: +451-50 psf w/Surface Bolts Design Pressure: +45/-50 psf Product Tested By: Report No: Expiration Date: Certified Testing Laboratories CTLA-1181 W -4R (Structural) April 30, 2009 Administrator's Signature: NATIONAL. ACCREDITATION AND MANAGEMENT INSTffUTE9 INC. 11870 Merchants Walk Suite 202 Newport News, VA 23606 TEL: (757) 594-8658 FAX: (757) 594-8659 Florida Building Code Online Page 1 of 1 3992.14 112130 Stile and Rail Panel Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL3992 R1 C_CAC _NI005851-R1.pdf Quality Assurance Contract ExpirationApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Date Design Pressure: +45/-50 04/30/2009 Other: 2130 I/S wood opaque double door Installation Instructions w/raised panels. ASTME330 Not for use in FL3992 R1 II buffelen installation. pdf HVHZ Verified By: PTC, LLC 25935 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquY%2fiVg3NvdML... 4/24/2008 MAX. UNIT WIDTH 3'0 Bl J7 -j FZ C1 CI Opp, MAX. UNITX HEIGHT 8'0 AI.I A2 -J SINGLE WOOD DOOR ELEVATION FROM EXTERIOR MAX. UNIT WIDTH - 9'0- H Ell Bin CIS o 1 X MAX. UNIT MAX, UNIT WIDTH = 6'0 WIDTH = 6 j BI - i Cl C F Cl MAX. UNIT D X MAX. UNIT X X HEIGHT HEIGHT 8'0 8'0 41.1 A2 -J A-1 At -J A2+1 DOUBLE WOOD DOOR SINGLE WOOD DOOR ELEVATION FROM W/SIDELITE EXTERIOR ELEVATION FROM EXTERIOR MAX. UNIT WIDTH a9'0 Bi --1 BI' i F C1 C1 C C X MAX. UNIT X X - D MAX. UNIT HEIGHT HEIGHT 8'0 1 7 .-I 'l ' I 1 7 '1 A.I Al +I A2 -J Al .I A2.I At -J A2 -J Al- A2 -J A -1 DOUBLE WOOD DOOR DOUBLE WOOD DOOR W/SIDELITE W/SIDELITE ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR A .J At v A2.1 Al --I DOUBLE WDOD D011R ELEVATION FROM MAX. UNIT WIDTH = 6'0 BI 1 B+1 Z f1 CI C X O MAX. UNIT HEIGHT 8'0 l 'l `1 At -J A2»I A.J LI SINGLE WOOD DOOR W/SIDELITE ELEVATION FROM EXTERIOR MAX. UNIT WIDTH = 9'0--{ 9t1 BlB» NO1)SPRODUCT AND INSTALLATION CONTAINED HEREIN CONFORMS WITH THE j J 7 2004 FLORIDA BUILDING CODE (2005, 2006, & 2007 SUPPLEMENTS). SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TQ BE 1/4", SHIM WHERE SPACE OF 1/16' C OR GREATER OCCURS. - tlJ3 MAX. UNIT 3) HEIGHT 0 X 0 C MAX. UNIT OR CONCRETE. HEIGHT ANCHORS AT HEAD @ JAMBS TO BE #12 WOOD SCREWS ANO MUST B€ OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 1/2' INTO 6'0 FRAM No. A -J Al .J A2 -J A .J SINGLE WOOD DOOR AND 0 STAND FOR THE FOLLOWING: THE DESIGNATIONSNG W/SIDELITES ELEVATION FROM EXTERIOR RX NO1)SPRODUCT AND INSTALLATION CONTAINED HEREIN CONFORMS WITH THE 2)' 2004 FLORIDA BUILDING CODE (2005, 2006, & 2007 SUPPLEMENTS). SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TQ BE 1/4", SHIM WHERE SPACE OF 1/16' C OR GREATER OCCURS. - tlJ3 MAX. UNIT 3) HEIGHT ANCHORS AT SILL TO BE 1/4'.ITW TAPCONS AND MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 1/4'INTO 8'0MASONRY OR CONCRETE. ANCHORS AT HEAD @ JAMBS TO BE #12 WOOD SCREWS ANO MUST B€ OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1 1/2' INTO FRAM No. AND 0 STAND FOR THE FOLLOWING: THE DESIGNATIONSNG RX A+I o -FIXED EEESIDEUTE SEE TABLE SHEET Nt FOR UNIT CONFIGURATIONS k DESIGN PRESSURE SIDES S RATINGS. T R 7) SEE SHEET N} FOR ALL ANCHORING CROSS SECTIONS. 8) SEE SHEET #2 FOR ANCHOR LAYOUT. 9) HARD'W'ARE TO BE 161 GRADE 2 CYLINDRICAL DEADBOLT AND KEYED KNOB SET. - 10) SURFACE BOLTS. WHEN REOUtRED, TO BE MOUNTED AT THE TOP AND BOTTOM ON INTERIOR FACE O PANEL. a zya4` k< a asy F I2L1''i B ELEN WOODWORKING ACOMA, WASHINGTON b , TfT'Z4F 0,° . 8 & 2130 SERIES ENTRY D013R V MAX.PFROM CORNERS (T(P.) 6" MAX.PFROA4 CORNERS(TYP.) T 21.00" MAX. O.C.(TYPJ x O.C..C. MAX. rYPJ ANCHOR LAYOUT SINGLE WOOD DOOR ELEVATION FROM EXTERIOR 6" MNL FROM CENTERLINE (TYP.)_ 3'MAX. FROM CENTERUNE OYP.) FMAX.PFROM CORNERS MP.) 6' MAX.PFROM CORNERS (TYP.) - 21.00” MAX O.C. (fYP,) X X INSTALLATION ANCHOR(TYP.) ANCHOR LAYOUT DOUBLE WOOD DOOR ELEVATION FROM EXTERIOR 6" MNL FROM CENTERLINE (TYP.) 3" MAX. FROM CENTERLINE (tYP.) 6".MAX.PFROM CORNERS(TYP.) r MA)LPFROM CORNERS (fYP.) T- 21.00" MAX.r O.C. (NP.) L lrf. 0 X0 INSTALLATION ANCHOR(TYP) k I.... -.A ANCHOR LAYOUT SINGLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR 6" MAX. FROM CENTERUNE (TYP.) 3" MAX. FROM CENTERLINE (TYP.) II....__6" MAX.PFROM CORNERS(TYP.) 0"MAX.PFROM L CORNERS (TYP.) T-- 21.00* MAX, O.C. (TT'P.) 0 X X 0 INSTALLATION ANCH0R(TYP.) ANCHOR 1pYOUT y ' DOUBLE VOOD DOOR W/SIDELITES, ELEVATIONN ROM -EXTERIOR a%0.„' ".lyl s ' _"• ; ah BUFFELEN WOODWORKING TACOMA, WASHINGTON 2`r%S 1501, 1518 & 2130 SERIES ENTRY D Y/6PE CictlR[oq..ai' 411111m'Ii:IClI'N61 e6936', 1 1/2" MIN. 1 1/2" MIN. 1/8- MIN. EMBEDMENT EMBEDMENT SHIM SPACE T/8" MIN. SHIM AS REO'0. 012 INSTALLATION SNU1 SPACE ANCHOR SCREW (TYP.) TWO OTHERSFRAMING WOOD DOOR FRAME SHIM AS REO'D. ANCHOR12 SCREWBYOTHERS SHEATHING SIDELITE SASH TWO BY FRAMING WOOD DOOR FRAME 8Y OTHERS _ BY OTHERS TWOOTHERSFRAMING8YOTHERS WOOD DOOR 812 INSTALLATION EXTERIOR FINISH ANCHOR SCREW (TYP.) SHEATHING TF - SHEATHINGBYOTHERS11/2" MIN. BY OTHERSEMBEDMENT AA EXTERIOR SHIM AS RED'IL - PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS MGM%.) EXTERIDR t/8" MIN. TWO BY FRAMING SIDEUT SECTION SEE NOTES) PERIMETER CAULK PERIMETER CAULK SHIM SPACE SHEATHING BY OTHERS BY OTHERS BY OTHERS BY OTHERS EXTERIOR FINISH DOOR BY OTHERS IDELITE FRAME /12 INSTALLATION SECTION C 1 EXTERIOR FINISH ANCMOR SCREW (TYP.) A. SIDELRE SASH_, ----- 45H BY OTHERS 1 1 1/2" MIN.• 7 EMBEDMENT SHIM AS REO'D. Y EXTERIOR EXTERIOR FULL LIT SHOWN. 6 PANEL k IS LITE PERIMETER CAULK SHIM SPACE TRUE DPADED LITE LECTION B BY OTHERS OPTIONAL. WOOD DDDR FRAME WOOD DOORWOOD DOOR - - FULL LITE SHOWN. -- t8 LITE h TRUE DIVIDED LITE /1 OPTIONAL. EXTERIOR EXTERMR DOOR SECTION B1 F EXTERIOR INSWING THRESHOLD •4 SET IN CAULK T SIDELITE SASH FULL UTE SHOWN. OR CONCRETE ` 6 PANEL h 18 LITE TRUE DIVIDED LITE A - •Q SIDELRE OPTIONAL. CONCRETE OR • p MASONRY SIDELITE FRAME e t ".4, OPENING INSTALLATION WOOD DOOR » BY OTHERS) ANCHOR t 4" SET IN c 1 1/4" MIN. INSTALUTION ayK + wi / e} DIA ITw raa oN INSWING DOOREMBEDMENT ANCHOR 1 /a" SECTION A2OUTSYANG e,THRES OR CET N CHAD&RETE 1 1/4" MIN. p EMBEDMENT =' BUFFELEN WOODWORKING C t INSTALLATION CONCRETE ORSIDELITANCHOR1/4" MASONRY OPENING " A TACOMA,. WASHINGTON MASONRYCONCRETE SECTION A Dtk ITW TAPCON - BY OTHERS BY OTHERS orHENG ' Z jfZi I OXY ` ,r Tm-0 1501, 1518 & 2130 SERIES ENTRY DOOR E,kstg INSTALLATION DETAILS IN 2X WOOD FRAME OUTSWING DOOR Ftwft P. E. No. 41323 PACkWO •'A SECTION Al . rw rw PhorWct .T•chnot 04/08/04 tIl35 N. c L s i.°"r'r R -• •----- a•t.tion HM