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HomeMy WebLinkAbout124 Sycamore StLBY.JAN ED O� 012I'ANFOR BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ` 11- C9 l Documcnlcd Construction Value:.S 105C9•31 ___ .loh Address: Z� rnmork 4. Y 0— I•listoric District: Yes ❑ �Nu ❑ 1.arcellU: -,fit �10-oo-m-C69L Zoning: Description of Work: Ilan Review Contact I1'erson7Tt,'1-rr1 s175 A- I hS hLQ.. Title: I'h►�nc:�`-72 J°7 Z '��IJLi Fax: -`552-801-9689 f;-m:►i1:Zermric—.DIusLLC�Im'�,� Corn Property Owner Information -� �OV,(e ,fl 7z � 91/s I'hunc: �)'1n- �7,-1- g Street: �`� �lCof, 4 • Resident of properh,? 01%, slate zip: 0 � J?1%;3 Contractor Information Name Lvyyes- fe r Cas -b--' 6 Street: -?-o huX T781 qi'�> Fax: 3S `Z - t3LP i - 9 56 `l State License No.: LG t!.1ct�Lj 1 Name: Street: City, St, zip: Bonding Company: 0 ` Address: 13uildinb Permit hJ Square footage: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: E-lectrical O New Service - No. of AM PS: Mechanical D (Duct layout required for nc%v systems) Plumbing ❑ New Construction - No. of Fixtures: 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. 1 understand that a separate permit must be secured for electrical work, plunahing, signs, wells, pools, furnaces, boilers, heaters, tanks, and stir conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO W CORD A NOTICE' OF COMM I?NCFMI--.NT MAN' IZI:SULT IN YOUK PAYING TWICI? FOR IlMPROVEWNTS "f0 YOIJR PROPI•:IZ'IW. A NOTICE: OF COMM ENCI?MENT 119US"r im, IZI:CORDED AND POS"rIA) ON '1'111; JOB SI,H.,. 10 -TORE TI -II.. FIRST INSPECTION. IF YOU INTI -.ND TO OBTAIN FINANCING, CONSULT NVI"1.11 YOUR LENDER Oil AN A•I TOIZNI Y BETORE 114ECOIZDING YOUR NOTICI; OF COI ME—NCKN'1P.NT. 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 permit, required from other governmental entities such as water management districts. state agencies, or Itderal a-encies. Acceptance ofpermit is verification that I will notify the owner of the property ofthe requirements of Florida Licn Law. FS 713. Hie City of Sanlord requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. Ifthe 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. 1,17 -LI Signalme oftimm/Ag"I Acle 11gr' SOI (.nnlfLeQ,L nate Fr m Uwn rA\ ant•g \cmc Print Comm r Agent•. ne Srrnmore of Nol.u1-Statc of Florida Da1C Stgna re of Koran -Slate of Florida nate ANNE S. ROMANO * * MY COMMISSION I EE 029992 EXPIRES: October 21, 2014 !"0FF11*'\q MardedTM, Budget tiolary StrokesOwner/Agem is ___Personally Known to Me or Contractor/Agent is ✓ rsonally Known to t�1c or Produced I D __ Type of ID Produced 11) _ Type of 11) APPROVALS: ZONING: NO I• W)1 U"1'11.1"I'II�S: WASTE.'. WATDl : ENGINEERING: COMMENTS: Rev 11.08 FIRE: LIMITED PONVER OF ATT0R1NENI Allantmntc spr•in"s, Casselberry, Lake Marv, Longivood, Sanford. Seminole Counly, N -'inter SPring's D:11c: r I Itrr.hti• n:um ;nul:�I,I,i,int:( �tiY ��`�--C1Q`�;��r1l�i.11_�"1�Vl.,t ;; ,'.r F:C-, �x:1(<�. � tt r "c,•T•I��•�. t: �:+mr of 1 om�•.im � it, lit: III%- la„ Il11 attorncv-in-lacl tv act for Isle to apply li►r% receipt lor..i��n fOr and do .111 tlnn_� t,► 06,,;ippuimmem Im (check onh one option): X All pernuts and apllhcatiun. >uhntittc'tl by tltic c„nu•aclor. I The pumit and otphlicalion for %%ork located al: - - _ -- - ,U,cr, AddimI - — - — -- Expiration Date Ior I hip Limned Powcr of Morncy:_': 5 i 2 _--- ! I1„Idcr Kant.•: __Q4cvc - - - - `tat. I Icrn•c �umhcr: �- c `' sIcnaUrlc c,I,I.Iccn'c Iloldcr. S I .\ I F I W FIJ II:IOA c '01 IN 11• ( ►1' fcf ► I I: PA c Thr liu•csl,ing tnsu•ctn.tcnl \V' is ackllm\ led�"ed befOrc me this day of ?nK I I by _e4- .Y- O' ire)_ who u► nu 01'. who has produced i,.l.nulicauun urtd who did Idid nut) takc ti1Lnalurc I \utary Scol I " + MYCANNES. ROMANO EXPIRES- My XPIRES ISSION 1c EE 029891 ������.,�• October b0igkd 1mu B�yp Nil 2014 -Anoci. S Print or iype name \otary Public - Statc of, (.'ummissiint 'No. My CoInmi.sloll L�pirc•'r I2,/:�I SCPA Parcel View: 02-20-30-510-0000-0590 Page 1 of 2 OnvrCt_1 Olks-incur,, Ct n Parcel: 02-20-30-510-0000-0590 PROPERTY Owner: BOWERS WARREN T & NANCY & GLENN DARREN M & LE: APPRAISER $0vttJ40Lt= COlJN1Y, f•I.pr3rDA Property Address: 124 SYCAMORE CT SANFORD, FL 32773 < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel- 02.20.30.510.0000.0590 Value Summary Property Address: 124 SYCAMORE CT Owner: BOWERS WARREN T & NANCY & GLENN DARREN M & LESLIE Mailing: 124 SYCAMORE Cr SANFORD, FL 32773 - 5619 Subdivision Name: HIDDEN LAKE VILLAS PH 2 Tax District: 51-SANFORD Exemptions: 00 -HOMESTEAD (1996) DOR Use Code: 0 1 03-TOWNHOME S yC ' 4,y e 0 44 4C 6� J� 6 Map Aerial Both Footprint + D Extents Center Larger Map Dual Map View - External ' fLegal Description LEG LOT 59 HIDDEN LAKE VILLAS PH 2 PB 27 PGS 1 & 2 Tax Details Tax Amount without SOH: S3.16 2011 Tax Bill Amount 5346 Tax Estimator Save Om Hornes Savings: so Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2012 Working 2011 Certified Taxable Value Values Values Valuation Cost/Market Cost/Markel Method 525,000 $21,096 Number of 446.096 S25.000 Buildings 1 1 Depreciated 5361096 S37.99� Bldg Value 5?5.0001 521.096 Depreciated 548,500 hnproved EXFT Value QUfI CLAIM DEED 10/1990 Land Value $10,000 S I0,00C (Market) No Land Value Ag Just/Market $46,096 547,995 Value — Portability Add Save Our Hornes so SC Adj Amendment 1 Adl Assessed Valuel 546.096 S47,9r)f Tax Amount without SOH: S3.16 2011 Tax Bill Amount 5346 Tax Estimator Save Om Hornes Savings: so Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 546.096 546.096 s0 Schools 5.16,096 525,000 $21,096 City Sanford 446.096 S25.000 521.096 SJWM(Saint johns Water Management) $46,096 525,000 521,096 County Bondsi S46.096 5?5.0001 521.096 Sales Deed Date Book Page Amount Vac/Imp Qualified CORRECTIVE DEED 10/2004 05499 Piz–) 5100 Improved No QUIT' CLAIM DEED 07/2004 05422 1696 540,000 Improved No WARRAWY DEED 05/1995 02917 0719 548,500 hnproved Yes QUfI CLAIM DEED 10/1990 02259 0422 5100 Improved No http://www.scpafl.org/ParceiDetai ls.aspx?PI D=02-20-30-510-0000-0590 1/17/2012 o, un M i STORE COPY DELIVERY S 0.0 ORDER TOTAL S 1656.31 BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to be 1-2o-12, fill in date). Estimated compl:tion date is 2 " 22 ` 12— (fill in date). NOTICE TO CUSTOMER All items listed n 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 contraciform. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated bN 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 CONTRA"T. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS OUF. HAND(S) AND SEAL(S) BELOW THIS L % DAY OF1),�4 2012 Lowe's Home Centers, Inc. By: (Seal) Print Name: "��� Sc-v��r� 3'780 ,� �r/Gn40 J, - Add rens 1/ 3277,? City State / Province Zip 1 Postal Code Store 1657 Projec:No. 344723731 for WARREN BOWERS (Seal) Owner IIS,442Zu _Y ott.)eh S Print Name rSeal) Co-owner or Witness Print Name Page 3 of 7 PRODUCT APPROVAL, SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the budding components listed below if they will be utilized on the construction project for which you are applying for a budding perm. 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. Catogory/Subcategory Manufacturer Product Description Approval Number(s) 1. EXTERIOR DOORS A. SWINGING �J B. SLIDING Y IUOIr) 31 i 3Z J3�g -S kJ,,;l�f (1�Ci.SS C. SECTIONAL/ROLL NAL/ROLL UP D OTHER 2. WINDOWS E'ER OFFICE A. SINGLE/DOUBLE HUNG T B HORIZONTAL SLIDER PERMIT # _ /_ � 7 C. CASEMENT C� D. FIXED E MULLION F SKYLIGHTS G. OTHER 3. PANEL WALL A. SIDING B. SOFFITS C. STOREFRONTS D. GLASS BLOCK E OTHER 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 C. TRUSS PLATES D INSULATION FORMS E. LINTELS F. OTHERS 6. NEW EXTERIOR ENVELOPE PRODUCTS A. 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 jobslte; 1) copy of the product approval, 2) performance Characteristics vftch the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements Further, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. OFFS`'` R-1305 01.04 Ul LA ICLn OL Door Udall. specs t:ations MEIN (n LU J a U) o- 0 1 1 1 L to J L Stone: ito,,F Date: customer: w&relZ giga Rrs Custom -or phone #: 'Ya)- 3ZI- &ZE Installer: ImA-,*- 12U, / i Customs must be home for Installatlon Customer to apply finish (paint / staln) Please provide drawing from onWite using swing info an right Nota Interior r Exlerfnr v*w Wario+ PCO SBA Han* Right Ha:d Inswing Outswing Patio Swing A-Aratvu, l.W= Slides XSArthm, O_IngCjh e Exterior -Note finish of home: Door unitsn measure —one doOf Darrow - All measurements must be in inches o_. & Store 1667 "w.1 No. 344621123 for WARREN BOWERS Page 4 of 4 r - cc. u W 7 H W W S Q 7 C .ti ti C Florida 13uildin`I COLIC 0111m : f'at_� I t11� SCIS home Log In Use, 4egistra;ron Hot Tonics Submit Surcharge slats b Facts pubhca.ions FeC Staff SCIS S.:r. rrofl .+ Sear' Business , Professional rri,)PEodubctuApproval ✓•CJ_•. :r.r';, ,_ ��;1 > 1`�[bu' _')' �_rr[ n Seomfo > Aoulrca Lnn Lr+f > Application Detail FL = FL11646-R3 Application Type Revision Code version 2007 Application Status Approved 'Approved by DCA Approvals by DCA shall be revleweo and ratified by the POC and/or the Commission If necessarv. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Aadress/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency vaboated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Atrium Companies Inc 9001 Ambassador Row Dallas, TX 75247 (214)583-1828 jason.seals@atrium.com Jason Seals jason.seals@ati-ium.com Jason Seals 9001 Ambassador Roev Dallas, TX 75247 (214) 637.2696 jason.sealS@atrium com Jim Puckett 9001 Ambassador Row Dallas, TX 75247 (214)637-2696 Jlm.puckett@atrium Com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S 2/A•140 ASTM E1886 ASTM E1996 Year 2005 2005 2005 lit tp://w\v\v.11ori clabLIiICli112.oro/pr/pr_app_dt1.aspx?param=wjGFVXQ\\rtDgsQl=c5Kl%1?rl r... 1!1 Y-)01 Florida 131.111dillU Cade Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option A 11/19/2010 01/26/2011 01/28/2011 12/19/2011 Nlu(' ' uI FL # Model, Number or Name Description 11646.1 311/312/378 Sliding Glass Door SGD-R25 94 x 80, SGD-R25 71 x 96, SGD-1135 72 Y 82 .1 Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL11646_R3_C_CAC_Al):" 3;' Approved for use outside HVHZ: Yes AAMA APC 9462 I.O.T. R:) i 47�;_ Impact Resistant: No FL1164G 113 C CAC_ ADV!-(;� ' . =•L` ".:' Design Pressure: N/A PAFIA APC 94621 ^' 1,C: Other: DP25 94" x 80", DP25 71" x 96" DP35 72" x 82" FLI1646 R3 CSAC_nDVv 0' AAMA APC 9462t.01SQ1-�''_r%' FL11646 R3 C CAC ADVd-0& 31-S SO R ,', i', B A; " APC 946ZI 02-801. 17-rG p0t Quality Assurance Contract Expiration Date 09/17/2013 Installation Instructions I ELI 11541F3_ll_AGW 3�1 3. ATR07.3.udf y Verified By: Kristina S Daugherty 68455 a Created by Independent Third Partv yes Evaluation Reports FL11646 R3 AE Af.%'4 17W, ;), 1240�df M 11 Created by Independent Third Party: Yes 11646.2 1332 Sliding Glass Door SD -R50 72 x 96 ! Limits of Use Certification Agency Certificate�`i��� I Approved for use in HVHZ: No FL11646. R3 C: CAC..** T:. l• Approved for use outside HVHZ: Yes APC 77775.01. 801- 0 1;;;` II Impact Resistant: No Q uality Assurance Contract Expiration Date I Design Pressure: +50/-50 04/27/2011 Other: Installation Instructions 16 ELI �6- Verified By: Kristina Daugherty 68455 Created by Independent Third Party. Yes Evaluation Reports i ! FLI 16.16 R3_AF AUi;t^t ^FR 76: r1' i Created by independent Third Party' Yes 11646.3 332 Sliding Glass Door SD -R50 96 x 80 (Limits of Use Certification Agency Certificate Approved for use in HVHZ: NO FL11636 Ijl___ . Approved for use outside HVHZ: Yes APC f,30u8.01 t<01 -.17 Impact Resistant: No p Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/03/2014 Other: 11ristallation Instructions FL1.1646_113 II AD'}'J-OR '.32 -D ' .. I `;.;'fe: t r:l' EL 11646 R3 11 ADV,1 08. ?. _ r • •.., :d' , Verified By. American Architectural htanufaciurers Association I Created by Independent Third Party - Evaluation Reports I Created by Independent Third Pa,t;•-______ 11646.4 1352 Sliding Glass Door, Impact SD -C60 96 x 96 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL3 1646_R3 C CAC AL)i:-J �:' tt.i' •: ,i %,ti' "• Approved for use outside HVHZ: Yes 506 Apc 72259_01_86_1 1: )ill Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 03/12/2011 Other: Installation Instructions FLI16.16 R3 Il AC;W-Al 23i'; 1_^y 2.: -F_ ...• 1nSlall�ticn�ICli FLl1Ga6 1:3 _ll_AL'YJ C_ .,�1 •,. I lit11oridabuild1n,,.ori?/pr/pr_app_dtl.aspx?paraiii=\vGEVXQ\vtDgsQFc5K%21• I-... 1/]7/2012 L%'S_ALL A 1 TON rbTF.S IU:1 . I ` NS I AI'111Du A':lnUR1 Aik RLUUIPI U AliA(H A:?(HOP ICr. m10>: v10t:"1 T 74f•:UAIAFR Of 4?S1n71F110N n::CNORI DEPICT ED IS THE MIMPAUnt or ANCHUMS TUBE uSEDI09 PRODLCI.NSTALLAIICN 3 INS, All 14DIVIDUA1 IYSIALLA 11011 ANCHORS W THIN A )OU RANCI Of :1/7 INCH 01 INE D[PICI f D LOCA ETON U: thi ANCHOR LAYOUT DE iAt. II E ,:YIII.OLI CONVDIRAIION Of 101 ERAN(ES) ]Olt RANCIS ARE NOI CUMULATIVE fRMMONE NJSIAIIAIION AN(40R 101HE NEKI 4 SHIMASREQUIPEDAI IAOICISIALLAHOIIMJCHORN'IiHIOAD BIARINGSIINAIS) MAMMUM. All DWASI( SHIM SIACl TO BE 1/4 INCH SHIM V Hf RE SPAC( 01 1/166:CH OR GREATER OCCURS ShIM(S) S4ALI BE CONSTRUCTED Of NIGH DENSITY PLASTIC OR BETTER S FOR INSIALLAI)OrI1N70%VODDfRAMING USE 481V000SCREW50t SUFNCILNILENGThiDACHIEVE I1/21INCHMINIMUMEMBEDMENt INTO W000 SUBSTRAIL 6 I OR INSIAILAIION THROUGH IK BUCK TOCONCREII/MASONRY, OR DIRECT Y INTO CONCRETE/MASMIRY, USE 3/16INCHOMNE7ERITW tAPCON OF SUFFICIENT IENGTH 10 ACHIEVE 1 1/4 INCH MINIMUM EMBEDAIF NI. 1, FORINSIALlAT1G01 IHROIIGHSI(tLSIUDUSE ASSEIF•TAPPING SCREWSOF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT WTDSIEEI FRAME SUBSTRATE. 8 MINIMUM EMBEDMENT AND EDGE DISTANCE EYCtUDE WAIL FINISHES, INCLUDING BVI NOT LIMITED TO STUCCO, FOALL BRICK VENEE R. AND SIDING 9 HISTALIATION ANCHORS AND ASSCICLAIED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION R[SISTANI COATING. 10 FOR HOILOW BLOCK AND GROUP TRIED BLOCK, 00 NOT INSTALL INSTALlAT10P1 ANCHORS 1:170 MORIARJ01NTS EDGEOISIAualS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORIAR JOINT INTO FACE S4ELL 01 BLOCK I1 INSIAILAIION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MAHUFACIURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAPE NOT BE USED IN SUBSTRATES VAIN STRENGTHS LESS THAI? 111E MIIMIAUM STRENGTH SPECIFIED BY INC AUCKOR MANUFACTURER 12 INSTALLA )ION ANCHOR CAPACITIES FOR PRODUCTS HERON ARE RASED ON SUBSIHAIE MATERIALS V1171/ lift f0110WING PROPERTIES AWOOD • MINIA4UM SPECIFIC GRAVITY Of 042. B CONCRETE •MIHIAIUM COMPRESSIVE STRiNGIH Of 2700 PSI. C MASONRY • STRENGTH CONFORMANCE 10 ASTM C-90. GRADE U. TYPE I (OR GREATER) J SIFEL-tAl1I1tAUMYIEIDSTRENG1H01339$1 0.1WIA:UMVIALt IhvCLnESS Of 33 MRS 120 GUAGO ATRIUM COMPANIES, INC. 311/312/378 SLIDING GLASS DOOR (NON -IMPACT) Cr'_NERAL :tOTFS I THE PRODUCT SHOwn HEREIN 15 DEUGUEDAND MANUFACIURID 10 COMPIY WNH THE 2007 FLORIDA BUILDING CODE (T DCI AND TME 2=11tCASC. ErCLUDN?G OMIT AND NAS BEEN LVALUATED ACCORDING iO IHE FOLLOWING • AAAIA/VIDf.WCSA 10!/1 S 2/A•14OOS 2 ADFOUACYOf IHE EASTINGSIRUCTURAL CONCREI E/AtASONRY, ST Elk %IUD. AND 2A FRAMING ASA MAIN MND FORCE RFSISI IFJG SYSI EM CAPABIL OF WITHSTANDING AND I RAr:Sf ERRING APPLIED PRODUCT LOADS 10 THE FOUNDATION IS THE RESPONSIBILITY OF TIDE ENGINEER OR ARCHITECT OF RECORD FOR the PROIEO OF INSTAI IATION 3. IK AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLAIIUN IS THE RESPONSIBILITY Of 111E ENGINEER ORARCHITECI OF RECORD FOR THE PROJECT OF INSIALLAIION A. THE INSTALLATION DETAILS DESCRIBEDHEREDI ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTAIIA110N 10 DEVIATE FROM ]HE REQUIREMENTS DE ]AILED MERLIN, A LICENSED ENGINEER OR ARCH17ECI SHAH PREPARE SITE SPECIFIC DOCUMENTS FOR USE WILT TMS DOCUMENT. 5 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL 7. GLASS MEETS THE REOUIREMENIS Of ASTM 113000LASS CHARTS SE[SHEEISFORGLAZIIJGDEIA4 DESIGN PRESSURE RAT. MG TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLAT70M d GENERAL NOTES 2 ELCVATTON6 ANCHOR LAYOUT 3 ELENA TION 6 ANCHOR LAYOUT 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 GLAZING DETAL 6 COMPONENTS 6 BILL OF MATERIALS DESIGN PRESSURE RAT. MG SIZE I DES:6NPRESSLIRE MISSLE IMPACT RATING, 9450'X7950' •2502.250 PSF NOT RATED -- 7075, <955Cr I •250/•250 PSF 7075't7950' 350/•350 PSF 72' Y BC •35C/ 350P.SF AMUM , r.A o.r. •s Ive•{r.:.. M IIINIslN.1Ne 1 • N:I,.N rNt. I SHEET 1 of 6 v "L ,. C. Y • 23y�{ I O_ f n T m In Z� m p yu1 V cz 0 DLVIS u ATR023 SHEET 1 of 6 79 50' MAX D DOOR 5 HE16HT 94.W MAX DOOR ,cIpTH 2 5W MAX FROM 43.50'MAA I CORNERS TYP - i_- I� DLO WIDTH �i —772 1875' Ir II lpi HEIGHT -Y' •� I _ 1O0( �:AA O C I /P 95.50' MAX. DOOR HEI6HT 5 9 31��, ELEVATI 70 75' MAX. —DOOR WIDTH c 31 50' MAX. ad: DL 0. WIDTH —p00 u<LL =`ice OZ< D O m m F y N < 88 25' 'X' .0„ MAX F w ^ � N E DLO. HEIGHT I I VV ELEVATION ANCHOR LAYOUT 2.50' MAX. FROM _ CORNERS. TYP. 1 2.50' MAX FaoM } CORNERS .TYP OP. •/• 2s PSF _ 1000' MAX. O.0 . TYP. ANCHOR LAYOUT DP: •/• 2S PSF------ 1 1000' MAX I OC, TYP —x10.00' MAX. O.C. TYP A& ATROLN •�rN)•�. •e• Itrr..l. r:) 0 c —p00 u<LL =`ice OZ< D O m m F y N < U LL Z e B F- M Y� w ^ � N Q N Z O H Z O H > o Wu Lu a o FJ: Q •3S q- .. O T F 2 Z 0 D '. IA V Y h DW6 u. ATR023 SHEET: 2 OF 6 70 75' MAX DOOR WIDTH 3200' MAX -�IDLO W!DTF ' /\�\ A 79 50' 72 OD' MAX X. -O' MAX DOOR D F _ E D L.O HEI6HT 5 5 5 HEI6HT I 1 ELEVATION 250' MAX FROA:__ CORNERS, TYP 1 z So' MAX. FROM CORNERS. TYP, t 1000' MAY. O C TYP I` ANCHOR LAYOUT - 1 1000' MAX. I O C . TYP tu Aww�g��y�� h`C;� UM <D....rll r.< OP- ./• 35 PSF (n Z 72.00':MX. 0 Z DOOR WIDTH 10.00" ~ O 2 50' MAX. FRO&1 O C., MAXMA 31.50' MAX. CORNERS, TYP. — (--� B [ 6 0L.O WIDTH > v rl w 4 4 4 L r{—I—�••--�—I I—�I G 2 50' MAX FROM. �- .� CORNERS. TYP. O a. 82 00' 74 25710.00" MAX. , r h:AX. "X" 'O" MAX X. 'O' � _ c D L O. O.C.. TYP _ s t' E116HT 5 5 HEI6H7 1:0� GT�� j% O co j co u Sy T o u ELEVATION ANCHOR LAYOUT DWG x OP../.35 PSF A TR02 3 SHEET 3 OF 6 Ah A"M UM o•u •, :r..a ,fr.r r�..ta r t:..>. ., Cul •t. rn. 3/4" Mill) EDGf. W S 7 AJCE n C 2X WOOD FRAME - z $ By OTHERSu8 ' � J W n<LL ( PAN HEAD VIOOD SCREW c8 TEK SCREW SHEATHIN6-- INSTALLA TION ANCHOR / INSTAI LA VION ANCI 40R BY OTHERS h FF W FV �^ a�33o d N ExiERIORFINISH- „jr /' ` EXTF.RIO=`F!NISI, 0 BY OTHERS II � / I 1 112- MIN BY OTHERS / i PERIMETER CAULK I EM9c'DA:ENT I PERIMETER CAUL'C ` ..-, _ - • I•. IN ENGA6EuEN5 BY OTHERS � \! I BY OTHE RS \, I -� W - L --1/4" t MAX.�j" 1/4" MAX. I I t _ SHIM $PAC; I SHIM SPACE O.A. , 0 r O.A DOOR EXTERIOR „ DOOR EXTERIOR HEI6MT ( ' t 1 HEIGHT to SEE GLAZING SEE GLAZING DETAIL DETAIL INTERIOR 1 !NTERIOR VERTICAL SECTION C VERTICAL SECTION 4 2X WOOD FRAME • HEAD4 STEEL STUD FRAME • HEAD 2X WOOD FRAI.:E 1 1/Y MIN BY OTHERS __ _ EMBEDMENT • SHEATHINGS 1 EXTERIOR SEE 6LAZIN6 BY OTHERS , $18 PAN HEAD WOOD SCREW DETAIL EXTERIOR FINISH } INSTALLATION ANCHOR I / BY OTHERS { I 3/4' FAIN ' PERIMETER CAULK 1} r E06E DISTANCE II O A I INTERIOR By OTHERS � DOOR to HEIGHT \ I It SEALANT OVER 1/4' MAX I r O v SCREW t SHIM SPACE I 1/4" MAX r SHIM SPACE OA • I DOOR EXTERIOR HEIGHT 1 � n �� to PERIME rER SEALANT _ SEE GLAZING BY OTHERS 1 1/4' MIN I DETAiL PRECAST SILL EFA9EDF;'c.)T ( By OTHERS 21/2' FAIN E06E 3/16' ITW TAPCON I INTERIOR DISTANCE INSTALLATION ANCHOR q VERTICAL SECTION G VERTICAL SECTION 4 CONCRETE • SILL 4 ZX WOOD FRAME • HEAD ALIFRNATE FIN INSTALLATION!TYP.) Ah A"M UM o•u •, :r..a ,fr.r r�..ta r t:..>. ., Cul •t. rn. m0, < N 3 2 L k U fzZ•, JI D%VG Fr. ATR023 SHEET: 4 OF 6 n C z $ nV1 j � J W n<LL u n Z z C) Z p h Lu w z ' W FV �^ a�33o d N 0 m O H o � H W m0, < N 3 2 L k U fzZ•, JI D%VG Fr. ATR023 SHEET: 4 OF 6 2X WOOD FRAME— 1 !/?'MEN EMBEDMENT BY OTHERS . ::8 PAN HEAD WOOD SCREW I -1 + 1/4 MAX SHIM SPACE INSTALLATION ANCHOR ;iAs INTERIOR 3/4• MIN.— ED6E DISTANCE i SEE 6LAZIN6 DETAIL BY OTHERS/ EXTERIOR EXTERIOR FINISH-- BY OTHERS PERIMETER CAULK — - - - - BY OTHERS --- 0 DOOR WIDTH p HORIZONTAL SECTION 5 2K WOOD FRAME • IAMB INTERIOR SEE GLAZING SII.- DETAIL n— `� I sD �� m=I-M • �� SEE GLAZIN6 DETAIL EXTERIOR t F HORIZ_ON_T_A_L SE__CTION_ \�+ MEETING STILE ! 1/4' MIN EMBEDMENT --� Ir 4' MAX. SHT-M SPACE r CAUL< BETWEEN IX WOOD BUCK 6 ! CONCRETE/:aASONRY BY OTHERS 1 INTERIOR ` 1 f 2 1/2' MIN EDGE i DISTANCE I 3/16' IT'N TAPCON / �I� `•' INSTALLATION ANCHOR SEE GLAZIN6J DETAIL 1X WOOD BUCK �BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK 0 A DOOR WIDTH BY OTHERS E HORIZONTAL SECTION ll -5 CONCRETE/MASONRY • JAMB 0.8125" O A r INSVLATED6LASS GLAZIN6 TAPE /X 0.5" GLASS � I BITE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PEP ASTM E 1300 REQUIREMENT GLASS CHARTS. AML ATR.®UM �• Illtlr l: i>a> '• 41.1.1. >If• V) Z H o H v W W SHEET: 5 OF 6 O Z } R ;iAs ;. % O lii - I -n < ^! T m V) 3 f S y u 2 o^ o u DWG 9: ATR023 SHEET: 5 OF 6 j n OPERABLE PANEL RAIL & STILE O FIXED PANEL RAIL VINYL VINYL TYPICAL WALL THICKNESS 008' TYPICAL WALL THICKNES5:0.08' 0.08' $- - -I 1.319- - � 1 2.4' 2.841' ---F_91.505y* _L 008' 1 0GLAZIN6 BEAD O SCREEN TRACK VINYL VINYL o 10 BILL OF MATERIALS 0627'--{ r-- J 24" --I ITEM NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER I FRAME HEAD, SILL, AND JAMB VINYL A E.S_ Z _ OPFRABLE PANEL RAIL & STILE VINYL A E.S. 3 FIXED PANEL RAIL _ VINYL _ A E S. 4 FIXED MEETING STILE VINYL A.E.S. 5 PANEL INTERLOCK S I ILE VINYL A.E.S. 6 GLAZING BEAD VINYL VYFRON 7 SCREEN TRACK VINYL VYTRON 8 FIXED MEETING STILE REINFORCEMENT C.R.S. STEEL BAY FORM 9 FIXED MEETINGSTILE REINFORCEMENT ALUMINUM6063-T6 EXTRUDERS 10 PANEL REINFORCEMENT C.R S. STEEL BAY FORM 11 PANEL REINFORCEMENT ALUMINUM 6063-T6 EXTRUDERS 12 SILLTRACK ALUMINUM 6063-T6 EXTRUDERS 13 HANDLE W/ LOCKING HARDWARE STEEL SASH CONTROLS n OPERABLE PANEL RAIL & STILE O FIXED PANEL RAIL VINYL VINYL TYPICAL WALL THICKNESS 008' TYPICAL WALL THICKNES5:0.08' 0.08' $- - -I 1.319- - � 1 2.4' 2.841' ---F_91.505y* _L 008' 1 0GLAZIN6 BEAD O SCREEN TRACK VINYL VINYL o 10 I — 0.8888 4• 0627'--{ r-- J 24" --I I-0.08' i PANEL RELINFORCEMENT Qo) TYPICAL WALL tHICKNE55.004- 1 053' 1 1 I 1 � I 004' U L3I NOTE CAN BE USED WITH ALL PANEL SIZES OFIXED MEETING STILE VINYL TYPICAL WALL THICKNESS: 008" LI' 2.245' --1 F=—r 0.08- 1 1.835' o _1, FRAME HEAD. SILL d JAMB VINYL TYPICAL WALL THICKNESS 07" T- I 1�n5j__f.718' 00TH FA L � I 4 563- - -I OPANEL INTERLOCK STILE VINYL FIXED MEETING STILE REINFORCEMENT TYPICAL WALL THICKNESS 008" 24" --I I-0.08' r- T- 1 1867- 1 867"1 J -_�1145* MEETING STILE REINFORCEMENTO 8 9 FIXED MEETING STILE REINFORCEMENT OFIXED C R S. STEEL ALUMINUMI 6063-T6 TYPICAL WALL THICKNESS• 0072' -_�1145* �O.f4' ��1- 0072" cc�� 1 NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36 25"X 79" 11 PANEL REINFORCEMENT 12 SILL TRACK ALUMINUM 6063-T6 ALUMrNUM 6063-T6 1049- —{---j 1 r 1609' 1339" J u ----L 0.563' J NOTE FOR USE WITH PANEL SIZES U? rO 36 25- X 79 - o•u•s -t••s»tu a > LL � Z s a -.ZO OZ< X00$ m fmoy� z e w C, w � CL N Z 0 s O T , J N 3 a = Y V Z o; a % N DWG X: ATR023 SHEET 6 of 6