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HomeMy WebLinkAbout819 Rosalia Drvv Permits Pius, LLC A R all OF SANFORDP.O. Box 6650 Ocala, FL 34478 BUILDING & FIRE PREVENTION 352.) S61-plus (7587) PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Historic District: Yes No ParcelID•-211 _ 1 -C, y 1 Zoning: Description of Work: Ce- Plan Review Contact Person: -FA V MjtS-?IuS LLG Title: n`t' Phone: _552 -%gi - 7532 Fax:,12557 -Rio l-2582, E-mail: T rMi c ItiCIIJL IOnOi Co Property Owner Information NamePDR([V4 Meff S Phone: StreetAl C5Ll Resident of property? City, State Zip L Contractor Information Name (nVVpS i-bM2 rp rTT 1L=_ Phone:,? _g• - 958'7 Street:S2q Snu i, i'nrk CIfCLIP-30 Fax: 552.4 tvl-r758f3 City, State Zip: Qf lOn,4n EL 3Z9lg State License No.: r r I Sba Architect/Engineer Information Name: IJ P Phone: P Street: 0 1 f% Fag: N City, St, Zip: N I P E-mail: Bonding Company: Address: N 1 P Mortgage Lender: „ i` i •P Address: 1 # PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS. Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. ofheads: 0 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thispropertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property ofthe requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy ofthe executed contract is required in ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied o yo fees when the permit is released. SignatureofOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Signature ofNotary -State drFlorida Date t `Y, Nc ANNE S. ROMANOc * MY COMMISSION # EE 029992 EXpIHES: October 21, 2014 ft©QN Bonded 7Mu Budd Y SetYlt f Contractor/Agent is Personally Known to Me or Produced ID Type of ID __ APPROVALS: ZONING: •z9.11 UTILITIES: WASTE WATER: ENGINEERING 4•12-tl FIRE: BUILDING: COMMENTS: Rev 11.08 LIMITED POWER OF ATTORNEY jAa,monte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I hereby nan an agent of: to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): VL All permits and applications submitted by this contractor. The specific permit and application, for woz located at: R Iqao l l tom f- Expiration Date For im License Holder Name: State License Number: Signature Of License Holder: STATE OF FVINL COUNTYOFThe foregoi , 'nstrurr. 200L by At* or who has produced _ Street acknowledged before me this as identification and who did/did not take ANNE S. ROMANO roo * MY COMMISSION # EE 029992 EXPIRES: OC10ber 21, 2014 lgIFOF F\oe Bonded 7111 BudgetNow SWIM Notary Seal) S Print or Type Name Notary Public — State of Commission Number My Commission Expires: who is personally kuoAm to me/ Seminole Countv Properly Appraiser Ge... 4/25/2011 DAviD JOHN5o_N; CFA, ASA PR®PERTY APPRAiStR a9INOLE000NTYF . 1101,E-RW.T,ST SANFORD, FL 32771-14W g 407-SW:756S I VALUE SUMMARY VALUES 2011 2010 A2Lkinq Certified Value Method Cost/Market Cost/MarketGENERAL Number of Buildings 1 1ParcelId: 31-19-31-508-1800-0110 Depreciated Bldg Value 50,171 55,987Owner: JOHNSON BERNADEFTEA Depreciated EXFT Value 0 0MailingAddress: 819 ROSALIA DR Land Value (Market) 13,248 14,720City,State,ZipCode: SANFORD FL 32771 Land Value Ag 0 0PropertyAddress: 819 ROSALIA DR SANFORD 32771 Just/Market Value 63,419 70,707SubdivisionName: SAN LANTA 2ND SEC Portablity Adj 0 0TaxDistrict: S1-SANFORD Save Our Homes Adj 4,582 12,740Exemptions: 00-HOMESTEAD(2000) Amendment 1 Adj 0 0Dor: 01-SINGLEFAMILY Assessed Value (SOH) 1 $58,837 57.967 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 58,837 33,837 25,000 Amendment 1 adjustment is not applicable to school assessment) Schools 58,837 25,000 33,837 City Sanford 58,837 33,837 25,000 SJWM(Saint Johns Water Management) 58,8371 33,8371 25,000 County Bonds 58,837 33,837 25,000 Potential Portability Amount is $4,582 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. 2010 VALUE SUMMARY SALES Tax Amount (without SOH): $664 Deed Date Book Page Amount Vaclimp Qualified 2010 Tax Bill Amount: $564 WARRANTY DEED 0711999 03704 0851 $54,900 laproved Yes Save Our Homes (SOH) Savings: $100 Find Comparable Sales within this Subdivision 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Fkk..jLandAssessMethodFrontageDepthLandUnitsUnitPriceLandValue FRONT FOOT & DEPTH 64 122 .000 225.00 $13,248 LEG LOT 11 + W 7 FT OF LOT 12 (LESS S 12 FTFOR ALLEY) BLK 18 2NO SEC SAN LANTA PB 4 PG 40 BUILDING INFORMATION Est. Cost Bid Num Bld Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value New Building 1 SINGLEFAMILY 1955 3 972 1,816 1,098 SVINGAVG $50,171 $80,273 Sketch Appendage /Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft BASE SEVI FINISHED / 126 Appendage / Sgft SCREEN PORCH FINISHED/ 290 Appendage /Sgft DETACHED GARAGEFINISHED /408 scpafl.org/.../re_web.seminole_county_ .. 1/2 1146TAUAwm sERmms Gus7romeR ca E tfir $A OFO, FL, 6r0;R 71G57 0Q,AA'00 DRIVE NFC MR FL 3 Z" F73 InG ?S t'x v a cry Tar he :n6r&w;fte and servers P-i OPd baiow. This tw-m-nmesa, IWWIPg lhZ VCCffiGaify C4"Oelea papeG a zis d=xr*nk ire Terma 33rd0waWandaoraochmentram, elpfl bP- ,%i& d to mretn ag ft °±.csrtC=r_" STORE COPY YORE raV!neti` 1 ITV# I : 0412Z1ZA f 1 ter t rs,sort o8p ten: fs Yy 8 Looe's mcW, r on wlyd3incfudBKvaitrtihi& clnCdrtrsera, ,b0 3PPk*bLe podm. {s? OtICwe' M!%'Pt aid zn- Q R4J - - - Lis IReWstf or t;=t=Wr Lit,-{tse Mumbe,I LA"'tp Cvntmctor WMe z r` mu Notre`^ G sio ffome phcneSBENMEMCUMNINGS4074i 16Cu53amerAddre$s tkhet Phwma99RGSJJAOR o1 SANFORD Zip ;mat Cat PL frrsta fs. 2"1 ran T HIS FtD$A JfrA 13R kwtil ,; =oty fresraa6d c;t Sta: Rro4im 3* llefiar: a SANFORD 32'i`71 ERCHAN04SE AND INSTALLATION SUMMARYMMARY MERCHANDISE SUMMARY 1155 :1 I55: M. 1X Mr SELECT PbNiw' IX4X$ SELECT plNE : PRECIS Lt.IMBER,-QTY 3 33 Ci4 : 3if : r'' dlv CrMD 106 l'ifit x 91:16 8` < PPE Q7RO 1015 1 1,11S Y 1-1: S V : EAST COAST MIL ,%0RK 0fSTRiEYJTt - QTY 3 r` 90-736= 5,? : STK; V RB "W.. PATIO DWR SCCP.EeN : 6" r'gVINYL PA:rlt3 DOOR BEN : ATRt M VViN0(X??i5 - ()TV Z a` RE VINYL PA'nO DOM LGWE : 0 RE VINYL PAT*- DOOR LaVVE ZZ ATR UM W!NCU'> - QTY 4 Iblateews price M N INSTALLATION IESt. PTIION Sore 5657 F' oj= No, a236127151 for BAP E1`t9 Cl AN.-II'r,^-, 0 N Page f of 4 Lu J z S4eerLocaUco :1Lva Loor Ntlrtil ter of Doom to lr3std3l : 7 Lnsiall M Hardware: No Total Uftaf 50elcr Milta Tt Tim to sae #rtsstdie i : q Qjsbser ken$$ &yrps rf the proiW : Y3as Who Will Obt.-gn Pet'1 it : Third Party Additional Mbs i raveled owr 20 : p LOQat Diwsaj Fee. Yes t'i"Art'3f13eM 'No 'L'omm)eTi: aacr Type. Fatto Side Qgltts jar 'TrarscM : No 4umbc'r of arlaicr-ST ho*.s wed for az---ssories : ,%or:e Le;-sd 5all Practim - No Da4 er Dwr : l4o knit Requked ; Yes Pertr3lt FE# : Yes B6 3g ug To C-s$e €3sscapoon : lie terWork Needed:NOT* AdtSiticna[ SpmWc aSons: TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES STORE COPY i Labor Ctsw9es T - - $ i-. V" i DWucfiars as 1W wvam Wp4c;4bk-- S1JS- i0rAL g 1 TAX p Y 0! OMER TOTAL 1amc1_ auE 1 r4c s`sa sx3mmen u:.r.a a I'r ai s;zractcr so F:99 a.pa:d W . ;h d iel. Est MeW own. 0 n dztD pill in ta ej, NOTICE TO CUSTOMER Store 1657 PMj6-tCt1N*- 32391, Mi !0t $EMADET7E 0JV.Mt dl Pwie.2 e! a 0 co O O0 v coft r- uO 0 x u- 0 u, 7H w U WLO 0co N 0 N N N V O ti LO r co m N 4) Q] 26/2011 Florida Building Code Online 0 ' BCIS Home I Log In user Registration ( Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map I , Links I Search °I Product Approval USER: Public User Product Approval Menu > Product or ADDlication Search > Application List > Appkation Detail FL # FL11646-R3 Application Type Revision Code Version 2007 Application Status y 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 Atrium Companies Inc. Address/Phone/Email 9001 Ambassador Row Dallas, TX 75247 214) 583-1828 jason.seals@atriumcom Authorized Signature Jason Seals jason.seals@atriumcom Technical Representative Jason Seals Address/Phone/Email 9001 Ambassador Row Dallas, TX 75247 214) 637-2696 jason.seals@atriumcom Quality Assurance Representative Jim Puckett Address/Phorie/Email 9001 Ambassador Row Dallas, TX 75247 214) 637-2696 jim.puckett@atriumcom Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S. 2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved floridabuilding.org/pr/pr_appjtl.aspx?... Method 1 Option A 11/19/2010 01/26/2011 01/28/2011 1/3 4/26/2011 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 11646.1 311/312/378 Sliding Gass Door SGD-R25 94 x 80, SGD-1125 71 x 96, SGD-1135 72 x 82 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11646 R3 C CAC ADW-08 311 312 SD 25 95x80 AAMA APC 94621.01-801-47.Ddf Impact Resistant: No FL11646 R3 C CAC ADW-08 311 312 SD R25 71x96 AAMA APC 94621.01-801-47.DdfDesignPressure: N/A Other: DP25 94" x 80", DP25 71" x 96" DP35 72" x 82" FL11646 R3 C CAC ADW-08 311 312 SD R35 71x80 AAMA APC 94621.01-801-47.Ddf FL11646 R3 C CAC ADW-08 378 SD-1135 72x82 AAMA APC 94621.02-801-47- rO. Ddf Quality Assurance Contract Expiration Date 09/17/2013 Installation Instructions FL11646 R3 II ADW-08 311 312 378 SD Installation ATR023.odf Verified By: Kristina S. Daugherty 68455 Created by Independent Third Party: Yes Evaluation Reports FL11646 R3 AE ADW-08 311 312 378 SD PER 1240.Ddf Created by Independent Thins Party: Yes 11646.2 332 Sliding Gass Door SD-1150 72 x 96 Limits ofUse Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW-08 332 SD R50 72x96 AAMA APC 72775.01-801-47.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/27/2011 Other: Installation Instructions FL11646 R3 II Atrium ATROO1.Ddf Verified By: Kristina Daugherty 68455 Created by Independent Thins Party: Yes Evaluation Reports FL11646 R3 AE Atrium PER 765.Ddf Created by Independent Third Party: Yes 11646.3 332 Sliding Gass Door SD-1150 96 x 80 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW-08 332 SD R50 96x80 AAMA APC Approved for use outside HVHZ: Yes A3068.01-801-47-rO.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/03/2014 Other: Installation Instructions FL11646 R3 II ADW-08 332 SD FIN Installation.Ddf FL11646 R3 II ADW-08 332 SD Finless Installation.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11646.4 352 Sliding Gass Door, Impact SD-C60 96 x 96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW-01 352 SD C60 96x96 AAMA 506 APC 72259.01-801-18.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 03/12/2011 Other: Installation Instructions FL11646 R3 II ADW-01 2352 Irmact Finless Installation. Ddf FL11646 R3 II ADW-01 352 Imoact Fin Installation.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11646.5 352 Sliding Gass Door, Non -Impact SD-C60 96 x 96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW-01 352 SD C60 96x96 Non Impact AAMA 101 APC 71878.01-801-47.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 03/31/2011 Other: Installation Instructions FL11646 R3 II ADW-01 352 2352 SD Non -Impact Installation ATR006. Ddf Verified By: Kristina S. Daugherty 68455 Created by Independent Third Party: Yes Evaluation Reports FL11646 R3 AE ADW-01 352 2352 Non Impact SD PER784B.Ddf floridabuilding.org/pr/pr_appjtl.aspx?... 2/3 4/26/2011 Florida Building Code Online Back Next Department ofCommunity Affairs Florida Building CodaOnline Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: rq_ sCClll'rt .iirrui s' VeriSlynTrmto Vti1FwF floridabuilding.org/pr/pr_app_dtl.aspx?... 3/3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORSARE REQUIREDATEACHANCHOR LOCATION SHOWN. 2. THENUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OFANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OFSl/2INCH OFTHE DEPICTED LOCATION INTHEANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BEI/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALLBECONSTRUCTED OFHIGH DENSITY PLASTICOR BETTER S. FOR INSTALLATION INTO WOOD FRAMING USE A'8WOOD SCREWS OF SUFFICIENT LENGTHTOACHIEVE 12AINCHMINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. FOR INSTALLATION THROUGH IX BUXTOCONCRETE/MASONRY,OR DIRECTLY INTO CONCRETEIMASONRY, USE 3116 INCH DIAMETER ITV TAPCON OF SUFFICIENTLENGTHTOACHIEVE 1114INCH MINIMUM EMBEDMENT 7. FORINSTALLATION THROUGH STEEL STUD USE NBSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO STEEL FRAME SUBSTRATE 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDEWALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORSAND ASSOCIATED HARDWAREMUST BE MADE OFCORROSION RESISTANT MATERIALOR HAVE ACORROSION RESISTANT COATING. lU. FOR HOLLOW BLOCKAND GROUTFILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED INSUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFICGRAVITY OF OA2. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY- STRENGTH CONFORMANCE TOASTM C-90, GRADE N, TYPE 1(OR GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF33 KSI. MINIMUMWALL THICKNESS OF 33 MILS.(20 GUAGE) ATRIUM COMPANIES, INC. 31113121378 SLIDING GLASS DOOR NON-IMPAC7) . GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLYWITH THE2007 FLORIDA BUILDING CODE (FBC) AND THE 20061RC/IBC; EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDNWCSA l0XA-', /A440-05 2. ADEQUACYOFTHE EXISTING STRUCTURAL CONCRETE/MASONRY, STEEL STUD, AND2XFRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRINGAPPLIEDPRODUCT LOADSTOTHEFOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OF RECORD FORTHE PROJECTOF INSTALLATION. 3. 1XAND2XBLICKS (WHEN USED) SHALLBE DESIGNEDAND ANCHOREDTOPROPERLY TRANSFER ALL LOADSTOTHE STRUCTURE. BUCK DESIGNAND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION. 4. THEINSTALLATION DETAILS DESCRIBED HEREIN AREGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THEREQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT SHALLPREPARESITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACTPROTECTIVESYSTEM IS REQUIRED ON THISPRODUCT IN AREASREQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: WHITEOR BEIGEVINYL 7..GLASS MEETS THE REQUIREMENTS OFASTM E1300 GLASS CHARTS. SEESHEET5FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESMWTION I INSTALLATION 6GENERAL NOTES 2 ELEVATION 6ANCHOR LAYOUT 3 ELEVATION AANCHOR LAYOUT 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 GLAZING DETAL 6 COMPONENTSA BILL OFMATERIALS DESIGN PRESSURERATIN6 SIZE DESIGN PRESSURE MISSLE IMPACT RATING 94W X 793V 25.0 / -25.0 PSF NOT RATED 70.75' X 95W 25.0 / -29.0PSF 70.75' X 7950' 35,0 / -35.0 PSF 72' X 82' 35.0 / -35.0 PSF A COYIAII!(IY( 9m1 AMBASSADOR ACW MAAS. TDM 75247 N u W I - s ACk9 t i` I0 3 N--k 1 of 94W MAX. DOOR WIDTH 2MAX FROM CO 43.50' MAX CORNERS, TYP. D. LO. WIDTH B C 6 4 4 4 72. 5W MAX FROM CORNERS, TYP. T 79. 50" 72.1875" MAX D .X. F •0• E MAX DOOR555D.Lo. HEIGHT HEIGHT A EIEVATIoip MAX DOOR HEIGHT 70. 75• MAX DOOR WIDTH31. 50" MAX D. L.O. WIDTH ELEVATION 88. 25" MAX. D. LO. HEIGHT 10, 00" MAX O. C., TYP. 1 0.00' MAX O. C., TYP. X. • 0• ANCHOR LAYOUT DP:+/- 25 PSF 2. 50' MAX FROM 10.00' MAX CORNERS, TYP. — r n O.C., TYP. 2. 50" MAX FROM L CORNERS, TYP. t 1 ILL== 0 o ANCHOR LAYOUT DP: +/- 25 PSF f O.C." MAX O. C., TYP. Ah ATREWDD. 6 i2.D 9D01 AMPASSAbM POW DMJ. AS.TDM75247 2) 6(214)637•M96 M(211)424673 m m a V h N m< 5 oZ Yj F' V 0 w 3 a a O P U) 0 Z to y I F o3* 2 Z V Z OF 70.75' MAX. ® DOOR WIDTH ATRA V1.12.50" MAX. FROM 10.00' MAX A32. 00" MAX CORNERS, TYP. O.C.. TYR 0 0 m F AA Il 16 1me D.L.O. WIDTH B C 6 4 4 4 somAMeAssaaaaow 2.50" MAX. FROM DMLAS' TEXM 75247 CORNERS, TO. T Del 72t<HO :4en10.00' MAX n e v M 79.50" 72. 00' O.C., TYP. 5 " S MAX. "X' •0° MAX. •X• •0• DOOR D F E D.L O. < S O '2 i HEIGHTLL. 5 5 5 HEIGHT ^ $e j a m p WC zdiLU0 o W d A ~ a o ELEVATION ANCHOR LAYOUT DP:+/-35 PSF N Z 72.00" MAX O DOOR WIDTH H22.50" MAX. FROM 3L50' MAX CORNERS. TYP. III114...---...111III 100(r MAX. H 4 a d D1.0. WIDTH .. ' : ' I I > LJ w 0 2.50" MAX FROMCORNERS, Tw- Tcy, 82.00' 74. 25" MAX °X" '0" MAX •X• •O• 10.00" MAX ? ' DOOR D F E D.LO. O.C., TYP. c r HEIGHT 5 5 5 HEIGHT a ° fypyp 00, mtn lui V% a .N 3 luZhZ 110 ELEVATION ANCHOR LAYOUTDWG#: DP: +/-35 PSF A TR02 3 SHEET: 3 OF L 3A'MIN. AM 2X WOOD FRAME EDGE DISTANCE ATREW BY OTHERS 8 PAN HEAD WOOD SCREW 8 TEK SCREW 0 0 N P A Nit 16 INC SHEATHING INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH EXTERIOR FINISH 9WI SSAOMAMBAPOWDAU- 45. TOCAS 75247BY OTHERS 11121 MIN. BY OTHERS 3) THREADS FK14) 637-2696 F)OCZ14)4 711 2PERIMETER CAULK BY O'mi r- EMBEDMENT PERIMETER CAVLK--,,,,,,.,.*." OTHERS MIN. ENGAGEMENT BY III mill 1/4* i/Twx1/4 j MAXSHIMI, SHIMSPACESHIM SPACE ac 0Z O. A. 2 O.A. 2 DOOR EXTERIOR 11 DOOR EXTERIOR 11 HEIGHT HEIGHT 156 as 1010wSEE GLAZING SEE GLAZING DETAIL DETAIL INTERIOR INTERIOR rL VERTICAL SECTION VERTICAL SECTION U)z 2XWOOD FRAME- HEAD STEEL STUD FRAME -HEAD 2X WOODFRAME 11/2' MIN. z ByOTHERSSHEATHING EMBEDMENT EXTERIOR SEE GLAZING BY OTHERS 8 PAN HEAD WOOD SCREW DETAIL EXTERIOR FINISH INSTALLATION ANCHOR LU V) BYOTHERSLu40O. A. 6 PERIMETER CAULK EDGE DISTANCE INTERIOR BY OTHERS DOOR 10 HEIGHT 2 37 SEALANT OVER SCREW c,F 1/4' MAX j SHIM SPACE t21/ 4"MAX. F SHIM SPACE O.A. book HEIGHT Ilk PERIMETER SEALANT BY OTHERS MIN. NIT PRECASTSILLBY OTHERS2 1/2" MIN. EDGE /16* rTW TAPCON DISTANCE INSTALLATION ANCHOR VERTICAL SECTION 4 CONCRETE -SILL 2 u to SEE GLAZING7 DETAIL t. INTERIOR 1 IV) z DWGm A-M023- G VERTICALSECTION4ZX WOOD FRAME- HEAD SHEET' 4 OF 6 ALTERNATE FININSTALLATION 2X WOOD FRAME BY OTHERS 8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE BY OTHERS EXTERIOR FINISH i BY OTHERS PERIMETER CAULK BY OTHERS SEE I V2' MIN. EMBEDMENT 1/4" MAX SHIM SPADE r. EXTERIOR 11/4" MIN. EMBEDMENT 1/4' MAX SHIM SPACE CAULK BETWEEN 1X WOOD BUCK 6 INTERIOR CONCRETE/MASONRY BY OTHERS SEE GLAZING DETAIL i O.A. DOOR WIDTH p HORIZONTAL SECTION 5 2XWOOD FRAME -JAMB INTERIOR SEE GLAZING DETAIL EXTERIOR HORIZONTAL SECTION J MEEIINGSTILE INTERIOR 21/2• MIN. EDGE DISTANCE 6 3/16' ITW TAPCON 1 INSTALLATION ANCHOR SEE GLAZING DETAIL IX WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS E HORIZONTAL SECTION 5 CONCRETE/MASONRY-JAMB 0.8125' O.A. FINSULATED GLASS T GLAZING TAPE 0.5 GLASS I BITE r _ 6 \ GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 REQUIREMENT GLASS CHARTS. jda ATM OY 6[1[[I[C gam AAWSSAOW WW DAUw ,TO A375247 PK(214)637.2696 )7C(214)424.6734 e O T 1`1• V) ATR023 SHEET' HEET5 of 6 BILLOF MATERIALS ITEM NO. PARTNI MBER DESCRIPTION MATERIAL MANUFACTURER. 1 FRAME HEAD, SILL, ANDJAMB VINYL A.E.S. 2 OPERABLE 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 STILE VINYL A.E.S. 6 GLAZING BEAD VINYL VYTRON 7 SCREEN TRACK VINYL VYTRON 8 FIXED MEETING STILE REINFORCEMENT C.R.S. STEEL BAY FORM 9 FIXED MEETINGSTILE REINFORCEMENT ALUMINUM 6063-T6 EXTRUDERS 10 PANEL REINFORCEMENT C.R.S. STEEL BAYFORM 11 PANEL REINFORCEMENT ALUMINUM6063-T6 EXTRUDERS 12 SILLTRACK AWMINUM6063-T6 EXTRUDERS 13 HANDLE W/ LOCKING HARDWARE STEEL SASH CONTROLS OOPERABLE PANEL RAIL & STILE VINYL TYPICAL WALL THICKNESS: 0.08" 0.08'- 4— 11.505' OGLAZING BEAD6VINYL 3OFIXED PANEL RAILVINYL TYPICAL WALL THICKNE55: 0.08" L319' 2.841" 0.08 OFRAME HEAD, SILL & JAMB1VINYL TYPICAL WALL THICKNESS:.Oi 8. 0.07" GQED MEETING STILE TYPICAL WALL THICKNESS:0.08° 2.245 0.08' 1835• OPANEL INTERLOCK STILE5VINYL TYPICAL WALL THICKNESS: 0.08" 2.4° 0.08° 1.8j6jP J OSYCIRREEN TRACK O FIXNYL S DTEEL MEETINGSTILE REINFORCEMENT O FIXED MEETING^STILE REINFORCEMENT TYPICAL WALL THICKNESS. 0.072" 0. 627"-1 [— 1 1.21" 1.45"—f+— j ei 0.555 —1 0. 960. 072" j 0094" 1. NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25" X 79" In-) C. R.S.NREINFORCEMENT TYPICAL WALL THICKNESS: 0.04" L053°- T-[- 0. 04' -TJI rL{ 1. 335 T NOTE: CAN BE USED WITH ALL PANEL SIZES11 PANEL REINFORCEMENT 12 SILL TRACK ALUMINUM 6063- T6 ALUMINUM 6063-716 1.049" — f 1.609° 1. 33" u I- 0.563° J NOTE: FOR USE WITH PANEL SIZES UP TO 36.25" X 79" . Ah ATRUM COY ANIE4 ANC 9M AMBA55MOR POW MAUAS,TW575247 m a nO) a x V m3 moo$ Z' a6c& mFinlog V7p} 3 LYLL+_ a3 r a W F mO_ m T mN mGv1 wgtn onoDW6 # ATR023 SHEET: 6 QF G