Loading...
HomeMy WebLinkAbout205 S Somerset Cttft RECEIVE -- NOV 3 0 2011 CITY OF SANFORD BY: BUILDI G & FIRE PREVENTION PERMIT APPLICATION Application No: ('00 L4 C)LI Documented Construction Value: S 60D •--� A .lob Address:-- b=yS&S� Historic District: Ves ❑ No ❑ Parcel Zoning: - Description of Work: Plan Review Contact Person- -k�tM i -M 'M US I—L -Q,. Title: Phonc:52 x'1Z--.51 Vi Fax:-:552-$iP1-r1�SaT1 I3-mail:fmtiIu6LLCL-Con, Property Owner Information Name e� M`� \u Phone! 107"--zQ1- )No Street: Cry� S . sbm�� Lam'" - Resident of property? Cih, StateJ.ip: � � t � �13 Contractor Information Name L6Wt? S - Ca�F--r e> Phone: 52'5°7 Z - 31,91 Street: -P cl -11�ox 7181ga3 Fax: 35 2 - SLP I -') 58 9 City, State 'Lip: O r'I a.ndo. EL- State License No.: C-% lzce� 1 rl Architect/Engineer Information Name: k Phone: Street: r Fax: City, St, Zip: Bonding Company: N 1 p Address: Building Permit N( Square Footage: E-mail: Mortgage Lender: 0 1 A Address: PERMIT INFORMATION Construction 'type: No. of Stories: No. of Dwelling Units: Flood 'Gone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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 the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date �hturc ct t Da Prim Owner/Agem's Name Signature of Notary -State or Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: '/' . 1'1(- UTILITIES: ENGINEERING: FIRE: Print Contractor/Agent is Produced ID 64E — /ley -I1 rtorida Date "Ry oy �o 4'� ANNE S. ROMANO MY COMMISSION A EE 029992 iFsEXPIRES: October 21, 2014 / 0, ,,, &coded thru Budgel NWary I",,, Personally Known to Me or Type of ID WASTE WATER: BUILDING: 42 COMMENTS: o(l 6 rt,4,,, clOr.,r - 5;1s L' S : Z� Rev 11.08 LIMITED POWER OF ATTORNEY Alt:rntonte Sp'rin s, Casselberry, Lake Mary, Longivi•ood. Sanford, Seminole County, Winter Springs I hcrrby name and rFl,puint:t 1 C 0 ;N(!lol'/11 ti an a�cnt ol`. L.L �L f'1-� . �C�1�i'1t?r• C�•�{.ti � _._ 11 J (, lomc ol'l:orop:myl to be n1y lawful attorney -in -last to act for me to apply for, receipt for, sign for and do all things ncccssary ti► this appointment for (check only one option): A All permits and applications submitted by this contractor. O •rhe specific permit and application Cor work located at: - — (Street AJdims) E=xpiration Date for This Limited Power of Attomcy:_ > i 2 Licemc Holder Name:___-- Statc License Number: SiLnature of License Holder: STATE OF FLOR I DA COUNTY Ql - ,� ,, 0� r.._, The Core -ming instrument \\•S acknowledged helore me this day ol" 20Y I I by _a?{ 'Y t,�(ilt'� _ who is W-Ifrsonally known to me or :] who has produced _ its identification and who did (did naum'l o oath. S (Notary $cal) ro�rar P11" ANNE S. ROMANO MY COMMISSION r EE 029992 * EXPIRES: October 21, 2014 Bonded Tft Budget Notary Semces 11:1'\. �•�%�0�1 _xn►Le. -S__Ro;>�.r�� c _ Print or type name Notary Public - State of _-- L- _ Commission No.r`_(Z�94 My Commission Expires: X01.21(+•j- 11/28/11 SCPA HyperLiteWeb Parcel View: 07-20-31-506-0000-0820 rsw.hrt,anr.aen,Ca+s Porcel: 07-20-35-506-0000.0620 PAPPRAMER Owner: XUMTO SAMUEL C 0 SALLY vvcteogem,nno. Property Address: 205 S SOMERSET CT SAMPORD, FL 32773 . Q Saw LryeU RasC Lsseta Plsw S®N El:-]-: 07 20 31.506 0000.O820 Valu t Su mmary sluitat V :OS S SOM LRSEI Cr Address: Owner )SUMO SAKI LILL C 6 SALLY M Ailing: 105 $ SOM LRSLT CT SAWORD, IL 32773 • 7319 Subdivision BRy1WAVEN IST RERAT Hamer Tal Dist da: 51 •SANORD Everepl tons: 00•HOM EST EA D 11994) Map Ambi Bph Fogpit aO Extents Omar Dual Map View - EdWW Legal Desc ipt lots LF,C LOT 32 IRY P84AVEH IST REPLAT P8 39 PGS 20 & 21 Tax Details Taking Aut hodty 2012 2011 Tanble Value Working Cert'... 340.656 Values Values Valu Upon Cosl/M ar4t Coil/M "'I'mM et hod 540,656 City Sanlmd Wether of 1 1 9r ddm s $65,656 540.656 Depredated $50.635 SSO.912 ado Valuer 525,000 IAnd Depredated ss21 $521 O1R Value Land Value $14,500 114,500 (M arket) Depth I Units Land Valu e Land Volue LOT 1 01 n 1.0001 14.SOD.001 u M ue S6S,656 S6S,933 Portability Ad Save Our So 50 Homes Atli Amendment 1 Ad Assessed 565.656 165.933 Value Taking Aut hodty Assessmenl Value Evenpl Values Tanble Value County Gerissal Fund 16S.656 340.656 $15.000 Schools $65.656 $25,000 540,656 City Sanlmd $65.656 $40.656 $75.000 S) W M iSalnt johns W ate, M anagemenrl $65,656 540.656 $25.000 Cou ntV Bonds $65.656 $40.656 525,000 Sales Dewl Dote Book I Pagel Arnoum I Vm/Impl puallned WARRANTY DRD 03/19901 02IS81 lBS71 S68,3001 I.Pmv ed I Yes Find Comparable Sala within I his SYbdlvls Ion IAnd N et hodl Front agel Depth I Units Unrt mcel Land Volue LOT 1 01 01 1.0001 14.SOD.001 514.500 Building Info—al inn Iv Desc nits lung FiM ural ButlTotY SFI Hess h:dl EMI Ad)I Rep Appel Built Area SF Wall Value Value 1 III FA MKIr1FI19901 611.077.00I1,469.0011,0:7 00IILY�oLd S50.635ISSS,3391 O $G Pxlon ' A I.��_. ::W," - .i�.urtlR i..•.'l.1St;a�v_+tS.+a�rd_... ,�.a,..sr�al Heiksh s 1 emdt N1 Type A ency I Amount I CO Dat el Rsrnit Datc EM n ren urs Descdpt ioni year sit I units I Value Cost Hew MEL PORCH W /FLOOR 1995 1761 1387 5768 W ODD <R IUT Y BLUG1 1995 $61 S1341 5336 < BaA Sete lryou Rsal L+/da Now SIIrUi www.scpafl.org/ParcelDetails.aspx?PID=07-20-31-506-0000-... 1/1 LIN .-I rn Lu J Q 0 W J J Q z n �O TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES e applicable SUB -TOTAL 'TAX DELIVERY ORDER TOTAL BALANCE DUE Work is to commence upon reasonable availabliity of Contractor which is anticipated to be (fill in date]. Estimated completion date is [fill in date). NOTICE TO CUSTOMER STORE COPY All items listed in this contract and specification sheet(s) 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, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS UR HAND(S) AND SEAL(S) BELOW THIS a DAY OF 1 t eke l l Lowe's H Centers, Inc. By: f (Seal) Print Name: .1 3%90 Address City State / Provmoe Zip: Postal Code Store 1657 Project No. 341098917 for SALLY JUNTO l' (Seal) Owner nage 3 of 7 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org. Calagory)SubcaloWy Manufacturer Product Description Approval Number(s) 1. EXTERIOR DOORS A. SWINGING B. SLI IDING C. SECTIONALIROLL UP D. OTHER 2. WINDOWS IA-7-SINGLE/DOUBLE HUNG B. HORIZONTAL SLIDER / G C. CASEMENT D. FIXED rE. MULLION . SKYLIGHTS G. OTHER PANEL WALL A. SIDING B. SOFFITS C. STOREFRONTS D. GLASS BLOCK _ IE. OTHER —I _ I 4. ROOFING PRODUCTS A. ASPHALT SHINGLES B. NON-STRUCT METAL C.ROOFING TILES D. SINGLE PLY ROOF .E. OTHER 5. STRUCT COMPONENTS A. WOOD CONNECTORS B. WOOD ANCHORS IC. TRUSS PLATES D. INSULATION FORMS IE. LINTELS 'F. OTHERS 6. NEW EXTERIOR ENVELOPE PRODUCTS The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. R-130501-04 W 0 w J Q J 0) aCl) 1--o U� ? d � m u1 O 0 11 L V M E J E r, r � Lco 0 fr � I, A 1T N 0 Door Detail Spet:/f/cat/orrs Store: &E? Date: Customer: Sa llu ai mob Customr phone M 41e7 -3-M -4&Va Installer_ 17/IPt Al de Customer wrist be home for installation Customer to apply finish (paint / stein) Please provide drawing from onsite using swing Into on right NotivMai bu rElderfor Ww Weriar LeftHend Right Hand Inawino Ovtavring raw P2lio SWVV A-ACUO^ I-kneGre 811deis X-Aclhm. O-Inadirs FFV4 Eidevior - Note finish of home: w2no r,innr nn,fstn measure —one door Der raw - All messuremertts must to in inches Reush OswMwe unit Cb. .store 1667 Project No. 340980778 for SALLY JUNTO Page 4 of 4 11/28/11 Florida Building Code Online 11 RegulationBusiness & Professional I r FlaidaDeparunerrta BCISHome I Log In I User Registration I Not TODIa I Submit Surcharge I Stats S Facts Publications I FBC Staff I SCIS Site MeD I Links I Search Busines (�) Pfeional Product Approval ross ®USER: Public User Regulation mzzsI Product Approval Menu > Product o, Apolicotion Search > Application List > Application Detall FL # FL8228-R4 Application Type Revision Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@rmsonite.com Steve Schreiber sschreiber@mi3sonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Method 1 Option A 09/11/2011 11/01/2011 11/01/2011 Year 2002 2002 2002 1994 Summary of Products FL V Model. Number or Name Description www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ... 1/4 11/28/11 Florida Building Code Online 8228.1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/-85.0 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hunicane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required In HVHZ, but not required In the Wind Bome Debris Region. See DWGMA-FLO160-07 for additional information. 8228.2 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required In HVHZ, but not required in the Wind Bome Debris Region. See DWGMA-FLO161-07 for additional information. 8228.3 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +50.5/-50.5 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, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required In HVHZ, but not required in the Wind Bome Debris Region. See DWGMA-FLO160-07 for additional Information. 8228.4 I Fiberglass Side -Hinged Door Unit Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 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, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWGMA-FLO160-07 for additional information. 8228.5 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as detemined by ASCE 7, does not exceed the design pressures listed. 12'-0' x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWGMA-FLO161-07 for additional Information. 8228.6 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 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, does not exceed the design pressures listed. 12'-0' x 8'-0" max nominal size. Hurricane protective system required In HVHZ, but not --a—A In ♦Ae U/inA im— rbk.ir oeninn cen rown—uA-ci mai-n7 www.fioridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ... 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL8228 R4 C CAC N1006900.01.0df Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R4 II FL0160Dx.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Single Door Certification Agency Certificate FL8228 R4 C CAC NIO06900.02.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R4 AE 503A.Ddf Created by Independent Third Party: Yes 6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites Certification Agency Certificate FL8228 R4 C CAC NIO06900.01.0df Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R4 II FL0160Dx.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R4 C CAC N1006900.0l.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R4 11 FL0160Dx.udf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R4 AE 502A.odf Created by Independent Third Party: Yes 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R4 C CAC NI006900.02.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R4 II FL0161Dx.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R4 C CAC N1006900.02.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R4 II FL01610x.0df Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports r—.O.A A., TnA.... AOnV Tki"A v- 2/4 SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8• GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL MDTFS 1. LVALWILO POR USE IN LOCATIONS ADNFRINC TO NE FLORIDA BUILDING OWE AND WHERE PRESSURE REOUREMENTSAS DETERMINED BY ASCE 7. MINIMUM OLSION LOWS FOR BIADw6S AND OIHrR STRUCTURES. DOES N07 EXCEED THE DESIGN PRESSURES LISTED. 7 WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS RCOUIRED J. WHEW-NO-BORNE DEBRIS REGION. EXCLUDING THE IN HIGHTMVELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REOUIRED ON PANELS WITH IMPACT CUSS. BUT IS RLOUIRED ON PANELS WITH NON -IMPACT GLASS 4 POLYURLIIWIE CORL FUME SPREAD INDLX OF SD AND SMOKE DCAIMP INDEX OF 60 PER ASIM E84 POLYSTYRENE M CORE ME SPREAD INDEX OF 15 AND SMOKE DEVUOPCO INDEX OF 115 PER ASTM CBA S. PLASTICS TESTING W FIBERGLASS FACWC: ILSI DESCRIPTION DESIGNATION RESULT SELF IGNITION 7EMvAST2 D1979 BU75i 'f > 650 'F RATE OF RNwC ASTM 0635 0 SB IN llw SMOKE DENSITYASTM 07043 334X TENSILE STRENGTH' ASTM 5 63 3 7X DIFF 6. PLASTICS TESTING OF L11E FRAME MATCRW_ RST DESCRIPTION DES16NATION RESULT SELF "ll" TEMP I ASTM D1929 740 'F > 650 F RATE OF BURNING ASTM 0635 0 77 IN MIN SMOKE DCNSITY ASTM 07043 13 411 TENSILE STRENGTH- ASTM 0036 -7.5OR DIFF • COMPARATIVE TENSILESTRENGTII AFTER WEATHERING 4300 HOURS XENON ARC METI1W 1 7. IMPACT CLADNC IAMLVAR LAAMI DADS OCCO NDA 09-0127 13. 119• AM. OVV ALL FR4ME RON 21' MAX 36.375- MAX. -DLO. PANEL WIDTH 37 5- MAX. W/ASTRAGAL r C w7Dn1 AftftDw9B CB!'amBll� N G o . R• L SINGLE DOOR UNIT DDIIRIE�� R UNIT SINGL DOOR WDM SIDE" UNG' 41 •IE DDDR NNR JWLF DDDR UNR W/SIDELITEe DpURLE DDDR UNIT WDN SIDELLITF W/SIDEl1TE5 WATERWHERE LTWOOM PERFORMANCE DI TABLE OF CONTENTS DES" PRESSURE DATING WIRD TO BE 151 OF DESIGN PNLSSURE SHEET / DESCRIPTION N WI 11 INSWI IN N UI W WIN y + 0 —70 +s. ♦t + + o —r 1 IYPI VAT N N 7 XX 4 + /I -19. 44 -4 1 -SSD AN H TNG LOCA NS TAI oI 1 - + .0 - .0 +1 .0 -1 + .0 -4 . a$ . -550 ANCHORING VSB AL + a55 a19 -1 as -4 _ KURT BU fNATOR OXx - - - 14 a5 a 0 +4 0 _ FLORIDA P.C. /s6333 • High Dorn TnnlVald Fyn Bt: jf8 x 2-1/2" 18 x 2-1/2" D DETAIL "D" 1 1.375- T INSWING THRESHOLD Y' 110 x 2" 110 x 5/8" _ X10 x 3/4" 110 x 5/8" X10 x 3/4" �lOx 2' FRAME / DOOR DETAIL 'C" TYPICAL 0.9621 1 1 o.r TDs• T' T OUTSWING THRESHOLD HIGH DAM 0/S THRCSI MlydntMW wftdmw Uu 18 x 2-1/2" IAtr i:. �. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH D 124• AWX-UD THRESHOLD d[ INTO THE "E" KCa•TK WS"T STRUCTURE DEEP ENOUGH jj�THE DETAIL ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME FOR A 1.375" THROW DETAIL "F" ASTRAGAL AS SHOWN. D 124• AWX-UD KCa•TK WS"T oar swW- oD (CFT*O 4) o u.• MKTALEo ow nr ' Dw ur TYPICAL GLAZING DETAIL TOLD IMPACT RATED GLASS p x i_�/r• ►MS cnraloe ur>mm.+ TYPICAL GLAZING DETAIL NON -IMPACT GLASS W. W 3 I w SCE DETAIL C' SHT. 2 ATTACHMENI DETAIL 1. ANCHOR ANAI.YSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA 562514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB. HEAD. AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 510 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8-- 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3' FROM EACH END AND MAXIMUM 7" O.C. OR 510 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" 0 C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACIiEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PRODERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. L io a SCE DETAIL + b' VIT. 2 o W a '^ C Io 3' , MIN �. . Mw _ �y TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE. TO BE INSTALLED AT 5-1/2" CENTERLINE. 2 4' X 4" FULL MORTISE BUTT HINGES. 125 MIN ( , %- SHIM 0. J .r 'I.j. TYPICAL MASONRY ANCHOR INSTALLATION ldbemoRWo IE: Nigov o - iC , Ds W.