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107 Keystone Ct 17-1775; WINDOW & DOORSy CITY OF SANFORD i JUG 1 4 2017 E BUILDING & FIRE PREVENTION l; PERMIT APPLICATION 1 Y:— -- Application No: Documented Construction Value: $ / 6 b q Job Address: to 7 storic District: Yes No Parcel ID: aqq— Aa_60A-oDco-o1eo Residential Commercial Type of Work: New Addition Alteration fA Repair Demo Change of Use Move Description of Work: Re "Cr 40 Plan Review Contact Person: „-OaA you G Title: Phone: ii0 %01—g 8Fax: Email:At Ijl./jllll iC. vz55 Property Owner Information Name _ Phone:]' Street: m t P/67bJ5 CWResident of property? City, State Zip: 6PrNM), Fl- Contractor Information Name 600rr- A, 0,9CA P601 LLB Street: ,W 0 wwq w Uc City, State Zip: Phone:`g%—$ Fax: State License No.: r9A_J518A/ ol(- Arch itect/Eng ineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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 nd zoning. Signature of Owner/Agent Date Si ur Contractor/A Date Print Owner gent's Name nature of ary-S ate f F on a unu, SUZANNE BALTZLEY Notary Public - State of Florida N : My Comm. Expires Dec 2, 2017 > o- OFF P` Commission # FF 074100 Owner/Agent is Produced ID X' Type of ID F L OL v I 71, ynhun Print Co actor/Agent's Name i ature otary-State o lorida P°; SUZANNE BALTZLEY V• _ Notary Public - State of Florida My Comm. Expires Dec 2, 2017 FF QP' Co mission # FF Qz4100 Contras . ""'"• 's ersonall Known Me or Produced ID Tvpe of D BELOW IS FOR OFFICE USE ONLY Permits Required: Building dir Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 15C Permit Application SCPA Parcel View: 22-19-30-502-0000-0100 Page 1 of 2 txa sx:e+tst: ccx.rary r'uawau Parcel Information Property Record Card Parcel: 22-19-30-502-0000-0100 Owner. CHANDARANA BHAVESH & JAYMINI Property Address: 107 KEYSTONE CREST CT SANFORD, FL 32771 Value Summary Parcel 22-19-30-502-0000-0100 Owner CHANDARANA BHAVESH & JAYMINI-- Property Address ; 107 KEYSTONE CREST CT SANFORD, FL 32771 Mailing 107 KEYSTONE CREST CT SANFORD, FL 32771 j Subdivision Name PRESERVE AT LAKE MONROE 1 Tax District S3-SANFORD-WATERFRONT REDVDST I 1 ei01-SINGLEDORUseCode FAMILY Exemption—, s 1 00 HOMESTEAD(2004) r 142. VP 120.50 Lne— 1 7 5 0 D° 1 o O LPP Seminole©D nMCIS 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 195 219 186 696 Depreciated EXFT Value Land Value (Market) 34,000 34,000 Land Value Ag Just/Market Value i $229 219 220 696 Portability Adj ti Save Our Homes Ad/ 62 251 57 162 Amendment 1 Adj P&G Adj 0 0 Assessed Value 166,968 163,534 Tax Amount without SOH: $3,610.63 { 2016 Tax Bill Amount $2,464.78 Tax Estimator Save Our Homes Savings: $1,145.85 TRIM Notice Hem II ' Does NOT INCLUDE Non Ad Valorem Assessments j Legal Description LOT 10 i PRESERVE AT LAKE MONROE PB62PGS12-15 Taxes Taxing Authority — --assessment Value SJWM(Saint Johns Water Management) County Bonds Exempt Values Taxable Value — 166,968 $50,000 $116,968 E I 166,968 $50 000 County General Fund Schools 166,968 $50 000 $116 968 166,968 $25 000 $141 968 City Sanford 166,968 $50 000 $116,968 Sales i Description Date (Book Page Amount I Qualified — Vac/Imp WARRANTY DEED 12/1/2003 D5143 0174 $206,500 Yes Improved Find Comparable Sales Land Method Frontage — Depth Units Units Price--- Land Value j LOT I 1 $34,000 00 ', $34,000 Building Information Is Bed/Bath count incorrect? Click Here. Year Built Description Fixtures Bed , Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages I Actual/Effective 1 i SINGLE 2003 13 4 3,0 1,532 ' 4,081 '. FAMILY 3,479 " CB/STUCCO `; $195,219$205,494 FINISH Description Area OPEN PORCH 143.00 FINISHED http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=22193050200000100 4/18/2017 3020 \9ercy Drive i` 7711 Anderson Rd. Orlando, Ft, 32808 ...........+.. Tatnpa. FL 33634 i407g770-0184 WINDOWS & DOORS (813)514-9490 w w w fe ctt d innt Ft jrp,Ie .CC1518212 Na , k\!f`:JtT T)Y 4'clll —Ft1r! "i_t.` _..- Lin:ui [ L IM c tl - (s) c i the prrni se do b d bulohv, hcruivaBer remrred t .. Buyer" ll r to contract uuh FAS \1 md_.ivs K U rs he¢inuG r r i reed o ti IS1\ D t) ferniAhafl roatt,ri,ds listed bales fur uec w if,, prc,niscs I —wol uc Is fhs re a Hmncm n,:ra .lsa at t ii Y _ 3 No M- Congratufat tons on your purchusi of the finest home improvement products in the industry today! Below are the names and contact information or key people involved with your purchase. We believe that communication is the pathway to success! Please contact the people below at any time rc^_ardinu come purchase and/or installation. Installation Customer Care You will bec mtacted by a member of your Install, ion Team to discuss the In the event that you have any quasu nit or concerns rcarding he vindow ,Idoor h llo in=;: msi llanon pl ase do not hesitate to contact your 1. Cm,hrm tcceipt of vourcontrael and rcvtew spec t caumt . ,;;,.r ftndu term C,nor in a --.ot . — your Prvduction Schedule a time for the tight me more VI ma4s.r. n {,.'' i.f }ou (el W=r :cs d not dci\cr on any- 3. identity an approsmiate installation start or dehscry date. of out prouus s to you, please contau us at Ceti d. Ansyer any concerns you map have related to the project. a ( Pick Up Ulirury ..8•T.<iu-ti hii.czd Impact \lived Qu: rnth+ tiL nn,ci--, xnes sMc Color Gricis. Screws OCxur: Line Vgteg fcn; txr YLCL 1Pi t tsI S ?5i` CCU"1 ri l.(I kri { l'% v i it Y6Mtt, y y3. y yam 41 t3 c l m,,.-aT--a.:J .. ytv' rk ..i. Sr,..l` i d• u` a ra3t k d A r t,: i if = i nz, . _,.ram 1 / ase note ell grid sPacificwwns. finish. hard,,are. mun and It g. &col,, in line notes. ' Special Instructions: Please read the folli ning hold tfpe and initial corresponding line. Bill doors are non-Bnished. Failure to paint or stain doors In a timely manner may affect your rights under manufacturer's warranty. Not Applicable Buyer initials: Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth in writing in this Contract. understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding. uver initials: / I - HURRICANE PROTECTION 1 acknowledge that I am the owner of the residence and have contracted with FASWD to replace windows/doors. The (tome is located in an impact zone and I have existing hurricane protection equipment that complies with local jurisdiction. FASWD will not be liable if nay existing protection equipment is deemed inadequate be the local government inspector after my window are installed. In the event that my hurricane protection equipment fails. inspection, I understand that FASWD will supply appropriate materials at a cost u) me of S375.00 per opening. i am initialing to indicate my complete understanding. ah\` ot applicable Buyer initials: NOTE: The warranty provisions as stated on the reverse have been explained and I/We understand them fully. Additional provisions and warranties are stated on the reverse side and are part of this contract, 1 Vuyerinitials: ri4. III, TOTAL PRICE I' tl rho t riv,wrm l, (ir6udingm Ipli obicdi ...... Qis l era:: radt (1e bled to th -pprnval of the C,,dii D p n—mi Credit . lp,roya_I Code ltuT , j f'} : k fdtinr Ci d tad t [ lc se fill out credit—d mformaa t It, t) Ca. t Final I a} ,ern p:abte to Inu,l er it"o. r.Vicnen) SUBTOTAL TAN nuFLIVFRY OR PICK UP ONLYr__ GRAND TOTAL:.. DEPOSIT REQrARFD: BALANCE y DUE' I ( 0 V,4 R . t It this is a cieedit mnhazron the agrcemrn. Ibr —dit n—uafncd it, a - i oe doom r o, 'I ich is i—rpomied herein by reference trod mad¢ a part limo/ IN WITNESS WIFIERWF Buve,(s) t , vc hereunto signed their t me•(s) this day of 20 and acka-1,de c cipt of a In,, cop" nr th s Contract an I - 1 s othmsise apeml cd, it is nnderstnod than the Huger is ready' tar workto begin. You. tot Ru r(_) rues' an I thi, tr n - dit at umy nuc prior to midnight of the third day after the ku, of this u-i—tion. Signature afri"d below -1 as u r"Opi that bucer(s) a tt,•ad app iriie cancel/ u n form+. S,e V verot side for details. am am Bt! y FR n[ i1'ER: 6mc S I U. G t nuyPR. P t, B tyu(s) unde,.,I n 1, dial IK. document do not—witute a e.lid and 1 lading Conixnt lcr any° pu ,,,, onlca? =md until it b si rtcd and aceq wd by an anthortzed repmunutiv, of FASIVD. rill runts due wider this ap—cmshall be paid upon the dste sprcilied herein. ifso s;taut, or upon the• day the last of tiec oork or products arc it,mish,,d eo the Buyer. Past due amounts -are subject to a scr-ice charge of la"% per annum from dig dnc date. Burr agrees to pap FASWD all eusm of enTnrcement ar colkmian, nseludin, reasooabie ,theme;; tees, "Inviter or not a lawsuit is commenced its a pant offhe wlienimt process. Tots Contract and the ague mein !'or credit_ itaa>'. shall conniurte die entire agreement bmsyoen chc pxttiea, which entire asreemcnt:ind specilt"u s shall not he attzred e, modified excep, by ,nu,n,grc—r.t It rt— n die punt,, here.. IN THE EVENT THIS CONTRACT IS NOT ,ACCEPTED It%' FASIVD, ANY PAYNIENT MADE HEREUNDER Sli_1LL BE REFUNDED TO THE BUY ERtS) AND THE CONTRACT SHALL BE NULL .AND VOID AND OF NO.EFFEiT. FASIVD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL- DEFECrs, DRY ROT OR CODE VIOLATIONS, REPAIRING. PLASTERING, CARP ENTRY AN•D OR DECOR.ATFNG ARE NOl INCLUDED UNLESS SPECIFICALLY CFIARGED FOR AN[) SI)ECIFIED IN WRII`liAG HEREIN. Pug, —_ of_ WItite. Copy (Office) Canary Cup, (Production) Pink Copy (Buyer) LIMITED POWER OF ATTORNEY Date: & "9 hereby name and appoint ; 2 11(i UI C to be my lawful attorney -in -fact to act for me and apply for a I U,It/n,' permit for work to be performed at the location described as: for[ k0070AW &9,55rd7= 6A&RPt P1 3t77/ Address of Job) 3RAVE-54 J' LAYM(nrl 6t4Af )MZf N' Owner of Property) And to sign my name and do all things necessary to this appointment. Sigr4ture of Certified Contractor Scott A. Varga (CGC1518212 Printed Name of Contractor and License Number STATE OF FLORIIDAAy rr COUNTY OF OOK66 The foregoing instrument was acknowledged before me this -1 ' " day of 4, Uyg who is f( personally known to me or 0 has produced of identification) has identification. JV/ JC 20-, by SEAL) SUZANNE BALTZLEY Notary Public -State of Florida My Comm. Expires Dec 2, 2017 Commission # FF 074100 type F A S, Project Diagram Job ID Customer C>ItA,v1)ApAU14 Address I V (( S 77, `j n(_ t-s J LI-cw r Sales Rep j/IZ_ DON'T FORGET *Mean Roof Height *Corner *Room IDs LI No. (Type I DP I Size I SHGC I U.-Factor b DC7D CI Z Z_ o o F Moom 1 i x Z z f S- 3 x & G Z2 Y-) t _ lq clJ:K, W CS—) r t p fJ Z C :r2 n4 0, Fr--"r oac_" C D Co Gv4Ttrta4t' p Z 3 1 3S x (iG Z U 4 3 ' 1 x (Q ZZ 5 3 x 0C, Z z Nt x 9 3 x GG ZZ 10 3 G x (k, 11 x W Zz 36 12 i xf, r, Z 13 N x 00 14 3 x Z 1'5 x ZZ 16 x Z U 17 1 x tpc 3c) 18 23 V x JYZ W 19 T J x 7Ti7i 2 I Z$ I SL x U x x pMJFn-Vr Mu) TCO D x x Printed On: 4/26/2016 at • M v C eG t 1' kjoD Z mZ.m, b X O O noOcf)nrrto ITI F. czni Do gs J Z M Oo=m=r-Mx, O 52>gMMZ0 p r_ O Z n 0 0-1 DD p-0m_UzMz0QZ.XIM moiamo Z m M u) 'D-4DD Page 1 of 1 R iu SERIES 5470, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90D/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM El3D0. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 4) SHUTTERS ARE RQUIIRED PER FBC REQU REMENTS, AS APPLICABLE. C) ABLE. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NONS): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION, LTD, WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED PAINTED OR LAMINATED) WHITE RIGID PVC NOAREFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10.008-10231.. CAMBRIDGE. 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THEHIGHVELOCITYHURRICANEZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISIONEXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 10) THEDRAWINGS4 0 SERIES SLISLIDING GLLASS ZDOORHOWEVER MAY ALSOBEINTERIOR-GLAZING SUBSTITUTED. THE 4 0 SERIES. ANCHOR NOTES: 1) FORCONCRETEKWUSUBSTRATEAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCOANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. F UNIT IS DEPICTED AS iX ARE LS THAN DIRECTLY TO SOLIDCONCRETE /T' THICK. PROPERLY SECURED, IXWOOD OR CMU, WOOD BUCKS DEPICTED AS 2X ARE 1KSARE RHOALKOR NSFER LOADS TO THE GREATER. ESIGN AND INSTAL- LATIONI IS THE RESPONSIBILITY OF THE ENGINEER OR USED) SHALL BE DESIGNED TO PROPERLY ARCHITECT STRUCTURE, RCHITECT OF RECORD & TO BE BUCK D REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATETOMEETMIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, 5) IF SILLISTIGHTTOSUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THESILLTHATISNOTTIGHTTOTHESUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS 1 1— Group Anchor9ubafrak FnmMember Min. Edge Distance Mln,e EmbedmentA g12, steel SMS ateel CS.B. SMS, min. Ihmadelin) P. T. Southern Pine 50= 0. 66) es amb P• hook 0/16, 1.318' AF. num,W63-TS' 0.126' min. thickness HWISdVJamb NO' 115' P•hook 3' 8'8• 1/ r Steel, A38' 0. 087 min. Ihiokness Hud1t31YJamb 31 0.05T P-hook 318' 0.067 Steel Slud, A653 Or. 33- 0. 071' min. thickness macibmVJamb 318' 0.071. 114 Oa. P-hook 318' 0.071' 14 Os. 1/4' Eloo Ulracon P.T. Southem Pine 30. 0. 55 Jamb 1' 1_ l8' P-hook 1' 1•3!8` 1/4' Elco 410 S.SCretaFiex P.T. uthern Pine So 30= 0,65)P•hookHeedISllUJamb P 1 38' 1' 1- 3/e' 8 g12, ded woad screw OS P.T Southern Pine SO.O. Heed/SIWJemb t416• 13/ 8' P- hook 816' 1Jl8' 1/4' Elco Ullmoon Concrete min. 2.85 ke1 P• took 1' 1.318' HeadI311VJemb 1371G 13!8' Ungrouled CMU, ASTM Gsg Jamb P• txak 1• 1-V4' C 1 /4' Elco 410(ASTM S. S. CrelaFlex Ungreuted CMU, G90 Jamb 1314' 1- 114' P- hook 1.314' W/4' Concrete min. 335 kit Heedi811VJamb 13118• 1314' P k V 1.314' 1/ 4' Elco 18-8 S. S. Aggre-Galor Concrete min. Z22 kill 9adl8RVJemb 17i/ Y 13111' P•txwk 1.1/7 131e, Uryrouted CMU, ASTM G90 Jamb Y 1-114' P•hoak 2' 1.1/4' P.T Southern Ping 80.0. 55 Head/SllUJunb P. k 1' 1. 3r6' 114" Elco UlVacon Comnle min. 2. 85 kal) HeadMilliAmb 2- 1/2' 1318' P- hook 2-11Y 1.Ttl' Ungroulad CMU, ASTM CS0 Jamb 2. 112' 1. 114, P• lxwk 2.1/7 1- 114' D 114' Eleo 410 S.S. CretsFlex Controls min. 3. 35 ksi HeadfSllVJemb 2- 1l2' 1314' P-hook 2-11Y 1318' Ungroutad CMU, AST. G90 Jamb 2- ilY 1• V4' P- hook I 2.1/2' 1 1-1/4' APPROVED BY THE AUTHORITY HAVING JURISDICTION. TANDARDS USED: INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSUREOFTHE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAYBE DETERMINEDFROMDESIGNPRESSURETABLES1OR2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOORSIZEONTHETABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACTSIZEISNOTLISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSETHIS SHEET, ALONG WITH THE CWHICH ANCHOR CORRESPONDING SUBSTRATE,APPLICABLE. IMINIMUM EMBEDMENTANDMINIMUMEDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES1OR2)" VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE 1S MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN, 5) INSTALL AS PERTHE GUIDELINES OF THIS SHEET -SET, 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM E130D-09 ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 A1SIS100-07/ S2-2010 T. CERT. OF AUTH, k29298 1070 TECHNOLOGY DRIVE N, VENICE, FL 34275 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO' MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3.6 DPIANCHOR TABL£S........ 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES A. 2 & B1, B2 ON SHEETS 7 & 8 VINYL SLIDING GLASS DOOR NOA 11110105115 i GENERAL NOTES S J ROSOW SKI NTS III 1 OF 21 MD-5470, 0 PRODUCT RENEWED as complying with the Florida Building Cod. NOA-No. 15-1210.02 Expiration Date 04/2112021 0" LYNN Al/(( lrr i 4 eht0. 10ENSP : 05 ' Na. 581 G1.Isr l gtA• tlrrnrtt,r A. LYNNMILLER, P.E. MAX. UNIT WIDTH JOM. PANEL WIDTH PER TABLES 2 MAX. UNIT HEIGHT 4 i; PER TABLES 1 & 2 g IV 1-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH _ PER TABLES MAX, UNIT HEIGHT PER TABLES 1 & 2 MAX, UNIT WIDTH — NOM. PANEL WIDTH PERTABLES I & 2 _ MAX. UNIT i GHT PER TABLES 'I & 2 5-PANEL CONFIGURATIONS Cf MAX. UNIT WIDTH 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 AX. UNIT Cf1 I `_ I f C7 i GHEIGHTM PER TABLES I & 2 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH y NOM. PANEL WIDTH PER TABLES 1 & 2 I MAX. UNIT HEIGHT PER TABLES I&2 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 &2 MAX. UNIT WIDTH 6-PANEL CONFIGUI ATION5 NUM. PANEL WIDTH PER TABLES 1 & 2 ~i EE i EMAX. UNIT . HEIGHT g PER TABLES 1 & 2 MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH-i NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT b 5I HEIGHT SECNoi2.71 I iz PER TABLES 1 & 2 S / sRE l J CORNER, TYP. OUfSICE CORHEF 9HOVM, HIDE CORNER SW W MAY,. UNIT WIDTH — 1 L / L/ LL, L////, 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X" = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB " 0" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXXp, pXXXX OR XXXXp. OXXX IN "p" = POCKET POCKET CONFIGURATION CAN BE OXXXp, 2) 90' & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. r— DETAIL LETTER CERT. OFAUTH.#22298 4) FOR NOM, PANEL WIDTH, SEE TABLES 1 & 2. ® 1070 TECHNOLOGY DRIVE L--SHEET NUMBER N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT (941)-480-1600 PRODUCT RENEWED as complying with tho Florida Building Coda NOA-No. 15-1210.02 Expiration Date 04/21/2021 DLO WIDTH = NOM. PANEL DLOHE16HT=DOORHEGTID,H B6' YNN'if//rrri, N 'Lcu s c`R PANEL HEIGHT- DOOR HEIGHT - 2.1/2' Q=; •'•. is ; VINYL SLIDING GLASS DOOR NOA 11116105115 EXAMPLE CONFIGURATIONS n J ROSOWSKI i Nam• jg705 u1= E bsT SGD-6470 NTS 201121 MD-5470,0 A. LYNN MILLER, P.E. RES58705 DETAIL Al DETAIL B1 I DETAIL D1 THRU IX W000 ASTRAGAL DETAIL C1 INTO MASONRY FACINGFXT._j INTERLOCK INTO METAL CONCRETEICMU PER _ . _. FRAME WIDTH ANCHOR REQUIREMENT 10 114" MAX REQUIRED IF DOOR21HEIGHTISOVERVERW96' TYP. ANCHOR TYPE, a MAX 26.O.C. 9t EMBEDMENT AND 22 EDGE DISTANCE PER SUBSTRATE, SEE ' . ' . Q Tt 60 TABLE A, SHEET 1 & - DAYLIGHT to INTERIOR 27 2e NOTE 3, BELOW OPENING 2s — — — —I33L' e o WIDTH o p o at e EMBEDMENT q flRlM11d EDGE 6t 82 EXTERIOR DISTANCES •..'..: z6 20 SEEN07E6, SEE NOTE B. 94 I I 25 T 27 • 2a THIS SHEET 114" MAX' — 1L -^ 1X OR 2X WOOD THIS SHEET I SEE NOTE 6, 92 THIS SHEET EMBEDMENT— e / / BUCKSTRIP, SEE SEE NOTE &, THIS SHEET 29 I fib X 314' SMS REINFORCEMENT SCREW; 7 ANCHOR NOTE 4, SHEET 1 I— — — — — — _j 69 PER STILE, LOCATED AT CENTERLINE AND 6", PLATEAT _ ) ' HORIZONTAL SECTION (XXX SH_O_ WN1 9" & IZ' FROM ENDS (FACTORY INSTALLED). EVERY ANCHOR DETAIL D2 DETAIL B2 LOCATION _ _ DETAIL 02 ASTRAGAL DETAI L A2 INTERLOCK INTO MASONRY ^^ ` ` ` \ ` ` FACING INi 2X WOOD BUCKSTR{P OR INT02x WOOD 78 REQUIRED IF DOOR EMBEDMENT — 4— — — — FRAMING, SEE ANCHOR- 0o DAYLIGHT 21 97 FIEIGHTISOVER96' V4„MAX' —i OPENING EDGE I INTERIOR NOTE 3, SHEET 1 22 WIDTH t o I DISTANCE 7 TYP. ANCHOR TYPE, I p SEE NOTE 6, THIS SHEET EMBEDMENTAND 26 R 2e 25 23 e TYF.ANCHORTYPE, 9aEDGEDISTANCEPER_ d \- EMBEDMENT AND p I q SUBSTRATE,SEE e o o p EDGEDISTANCE I TABLE A, SHEET 1 & e1 PER SUBSTRATE, NOTE 3, BELOW SEE TABLE A, SHEET ® EDGE d d 1 &NOTE 3, BELOW Exr m. DISTANCE PANEL WIDTH CONCRETEJCMU PER ASTRAGAL MAY BE 1;4" MAX. j ANCHOR REQUIREMENT INSTALLED IN EITHERHORIZONTALSECTION (XO SHOWN) EMBEDMENT FIXED PANEL CLIP & INTERIOROR ANCHORS, SEE EXTERIOR DIRECTION. ALL PARTS IDENTICALNOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE a THIS SHEET) DETAIL SHEET 19 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. f!8 IS REQUIRED AT ALL ASTRAGALS, FIXED 46 FOR ALLLOCKSTILEs, _ Ws7xESANO HORIZONTAL RAILS 29 C:_ 7 4) CONTINUOUS ANCHOR PLATE, ITEM FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR ( O O6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL IHTERLOCKSf` REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD 7) SEE SHEET 20 FOR SCREEN DETAILS. METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EDGE DISTANCE TYP- ANCHOR TYPE; EMBEDMENTAND EDGE DISTANCE PER. SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW VINYL SLIDING GLASS DOOR NOA 10/05115 INSTALLATION, HORIZONTAL X SECT.Bm J ROSOWSKI CERT.OFAM. M29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 941)•480-1600 SGD-6470 I NTS 1 3 OF 21 MD-5470.0 PRODUCT RENEWED as c .plying with the Flcrlda Building Code NOA No. '15-1210.02 Expiration Dot*0412112021 rgNsc 4c No ri8T05 C LL; o w; rrnllltt' A. LYNN MILLER, P.E. P.EF 66705 DETAIL E1 INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PERANCHOR REQUIREMENT 4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE j v / ` J ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT I i ftldt a 114" MAX. GROUTAS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP, ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET _ DISTANCE t— I EMBED- MENT I t 1/ 4" MAX. J 1 X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTII ES, ASTRAGALS, FIXED STILES AND HORIZONTALRAILS r xs FRAME SEE - HEIGHT NOTE 6, THIS SHEET EX_ fEF r 1 i4" MAX. 1 EMBEDMENT 1/ 4" MAX. DETAIL E3 INTO MASONRY CONCRETE/ CMU PER ANCHOR REQUIREMENT EDGE DISTANCE r EMBEDMENT 114" MAX. DETAIL E4 DADE APPROVED MULLION, FBC INTOMETALCOMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY- BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDGE DISTANCE EMBEDMENT 1/ 4" MAX. Z/ TYP. ANCHOR TYPE, EMBEDMENT AND /TYP. ANCHOR TYPE, EMBEDMENT AND LLL EDGE DISTANCE PER SUBSTRATE, SEE [— EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS, APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, 6 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR, PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. FACTORY INSTALLED) 6) SEE SHEET 2 SEE TABLLES10 0 &2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. EMBED- S EMBEPMENLDANCE MENT r• j I4OR EDGETYP, ANCHOR TYPE, DISTANCE EMBEDMENT AND UCKST yCa0NCRGTE/CMU EDGE DISTANCE FRAMING, SEE ANCHOR PERSUBSTRATE, NOTE3,SHEET1 CHOR REQUIREMENT DETAIL F1 SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET DETAIL F2 lNro w000 INTOMASONRYVARIES WITH REQUIRED POSITIVE DESIGN PRESSURE. SEE SHEETS 7 & 8. 3907--+•1 F»— j 42 SHOWN_- LI + 4x # 43-45 ALSO APPLY .823 { 1. 793 2. 887 7 060 2- 1/2" = TOTAL 080 —=Y=— SILL HEIGHT SILL RISER 8 xSILL RISER 4a 2- 112" TOTAL 3-1/2' TOTAL SILL HEIGHT) SILL HEIGHT) TYP, ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, CERT.OrAUTH.029296 SEE TABLE A, 11070 TECHNOLOGY DRIVE SHEET 1 & NOTE 3, 1 N. VENICE, FL 34275 THIS SHEET (9411-480A600 DLO WIDTH = NOM. PANEL WIDTH - 8.9116" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 1390-^• 1 Fes-- Ij2. 9I477 390 -- 1 T 1--- 9. 370 E 3. 464 L 4.041 OBO 1I 060 1 8( SILL RISER SILL RISER 4. 1116" TOTAL O(4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA 10/05/15 INSTALLATION, VERTICAL X-SECT. A aIJ ROSOWSKI NTS 111 4 OF 21 1141 MD-5470.0 PRODUCT RENEWED as eomplyying with the Florid. Bullding Code NOA-No. 15-1210.02 Cxpintion DA 04 2 112021 t,.•Ic,. NSF'•.F I 16 u TC( ••• FLORIOh.•\ C 0NA1-,C` 1111110 A. LYNN MILLER, P.E. P.E168705 t_ m t SEE SHEET 1! 1 EXTERIOR 135° DETAIL G1 F 135' C2 qo INSIDE CORNER. - m• o • A Will 1 m a z 0 0 3.5' O.C. SHEET 19 IMERIOR EXTERIOR 91 MAX 15.5' O.C. 37 11) 90° - Cr W'x,8.5. OA. 91 - CJ 5_XTERIOR INTEERR*R C7}- MAX 3.6'0.0LLSEESHEETV Gl- b EXTERIOR i I PRODUCT RENEW[, I as complying with the 5'twi! a 0"Ilding Codo No. 15-1210.02 Expiration Dat 112021 By _ I NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. i 2) SEE SHEETS 14 $15 FOR ANCHOR LOCA71ON & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 $ 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. ICENsg ., R VINYL SLIDING GLASS DOOR NOA J S 10105m No.56705 0 '• CORNER ASTRAGAL HORIZ. XSECT. 4, ROSOWSKI CERT. OF AUTH. ;Y29298 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 241)-480-1000 SGD-5470 NTS 5OF21 MD-5470.0 r A. LYNN MILLER, RE P.EA587D5 DETAIL 11 OPTIONAL NOW I INTO MASONRY STRUCTURAL ANCHORS FOR INTERIOR POCKET rLEE°g CJAMB33 SEE FIG I. 30 INTERIOR POCKETS MUST THIS SHEET INCLUDE A NONSTRUCTURAL, 4: to FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER z+ INFILTRATION. 1/4",MAX. to POCKET BY OTHERS, SEE NOTE 6 BELOW, EMBEp ; MENT a FXTERIOR•i' i TYP. ANCHORTYPE,EMBEDMENT AND GE DISTANCE PERtD DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1: ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE D_ ETA 1-C 13 INTO METAL EMBEDMEN EXTEEII EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EXTERIOR OPT. ANCHOR CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL 12 INTO MASONRY EMBEDMENT EXTEnnRIOR 1/4' MAX. V SEE FIG 1 THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE. TABLE A, SHEET I NOTE 3, BELOW- ICHOR EMBEDM> 1/4" MAX. SEE FIG THIS SHEI NOTES 1) DETAILS APPLY TO 2,' 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, 5) INTERIOROR EXTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EDGE _ DISTANCE EXTERIOR POCKET EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT. OPT. ANCHOR IGURE 1, INI hhWli I I — - FOR FOR DOOR HEIGHTS 96" AND LESS: 31 q d FOR DOOR HEIGHTS OVER 96" 97 21.9" 10 MAX. O.C. 30 d 22 91 21 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR U V EXTERIO B2 fl 28 EXTERIOR POCKET 7 Ry. CERT:OF AUTH.#29296 1070TECHNOLOGY DRIVE N. VENICE, FL 34275 941)-480-1600 DETAIL 14 INTO WOOD ALUMINUM SLIDING GLASS DOOR NOA P-HOOK EXAMPLES, HORIZ. X-SECT. PRODUCT RENEV9ED as complying with the Florlda Oliding Code NOA.No. 15-1210.02 Expiration Data O 412112021 By 11111111111/j/ 1% LVNN 41114of .NSS ErLGLNSE ji j tin-50T05 i< I ul.; 10I05115 J ROSOWSKI SSjONA•• si O lrr ll 111111 LYNNUILLER.P.E. NTS III 6 OF 21 JAI MD-5470.0 rAeLt ,: Design Pressure (DP) and Anchor QuantlUes Required, tor ell approted configurations on Sheet 2) Use thls table for. Astragal Reinforcement#29 Lockstile Reinforcement #25 or #26 Std. interlock Reinforcement #27 Door Unit Height w 84" 96" 68-16I18' DLO Height 72-15116' DLO Height 84-16l16" DLO Height Anchor Group Anchor Group Anchor Group A 13 C D A B C D A B C D Design Pressure 127.1 / -127.1 psf 120 / -120 psf 102.9 / •102.9 psi 24" 19-1l8" DLO Width HeadlSlll C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Jamb 6 5 8 6 5 5 6 5 5 6 6 5 P-hook 7 7 7 7 1 7 7 7 e 6 8 8 25-1/8" Design Pressure 106.3 / -106.3 psf 100.2 / •100.2 psf 85.3 / •s5.3 psr HeadlSlli C5+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 C3+1M C3+1 C3+1 C3+1 30" DLO Jam] 5 5 6 5 5 6 6 55 6 6 Wldlh P-hook 7 7 7 T 7 7 7 78 8 8 Design Pressure 02.9/-92.0pat 87.3/-87.3pat 73.8/-73.8psf at 31-118" Head/SIII C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5+1 C3+1 C3+1 C3+1 a 36" DLO Jamb 5 5 6 6 5 5 6 5 5 6 6 5 Width P-hook 7 7 7 7 7 7 7 7 8 9 8 B Design Pressure 78.4/-78.4lost 78.4 / -78.4 psi 65.81-85.8psf 42' 37-1/8" DLO HeadiSlil C5+2 C3+1 C3+1 03+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Jamb 5 6 5 5 5 6 8 6 5 5 8 5 Width P-hook 7 7 7 T 7 1 7 1 7 1 7 8 1 6 1 -8-1 8 43116" Design Pressure 60/-60lost 60/-60psi 60/-60psf ryead/SI8 C3+2 C3+1 C3+1 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+ 5nC3+ 23+1 5 5 6 5 6 5 T 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES! 1) IF E B1 ET ATEINFILTRATION ATINES THE WALE IS R UIITED E ,T E LESSER VALUES OF EITHER TABLE 1 AND2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. A% CGR CLEFTS 11.16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARI F R1• Water - Limited Design Pressure SIII Fuser Nom. SIII I Height Max. ( 1) DP Allayed 1- 11/18" Sea Note 2 2- 1/2' 38.7 psf E3.112' 60.0 pet 4- 11'IT 80.0pef 4S/ 8" 100.0 pef j IT. CERT. OF AUTH.#29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)- 480.1600 FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE I OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN 01 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER 11 INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH-8.9/16" DLO HEIGHT = DOOR HEIGHT-11-1/1W PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA DP & ANCHOR QUANTITY TABLE SGD- 5470111 NTS JAI 7 OF 21 10/ 05/15 8a J ROSOWSKI MD- 5470.0 PRODUCT RENEWED as com iying with tha Florida BulldingCodsNOA- No, 15-1210.02 Explratlon Date 04/2112021 1lY 14N....Z I e. •,ir' i • No. 51705 O .T.'•. CU iij' 16Uis FCORIOP. (Jji A. LYNN MLLER RE rABLE T Daslgn Pressure (DP) and Anchor Quantities Required, for a8 approved configurations on Sheet 2) Use this table for. Door Unit Height 80' B4' BB" 108" 120" AstragelReinforcemenl#2B Lookellie Reinforcement #25 88.15116' DLO Height 72-15118" DLO Height 8416/10' DLO Halpht fill 16/16' DLO Height 108-15118' DLO Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HO Interlock Reinforcement #28 AT B C T D A B C D A I B I C D A I B I C I D A I B C D Design Pressure 169.4 / -169.4 psf 180 / -160 psf 137.1 / -137.1 psf 120 / 430 PO 106.7 / •116. a P31 19-118' Head/Sill C5+1 C6+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 C6+1 05+1 C5+i 63+1 C5+1 C5+1 C5+1 C3+ 24' DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 e 6 8 6 6 6 8 6 Width10 P-hook 7 7 7 7 7 7 7 7 8 8 8 0 9 9 9 9 10 DeslpnPressuregnPraHeadli 141.8/-141.8psf 133.6/-133.8psf 113.8/-113.apsi 89.1/-107.4psi 6 .187.6/551 psf 25.1/B" III C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C6+1 30' DLO Jamb 5 5 7 5 5 5 7 5 6 6 7 5 8 6 a 8 8 zm_ WldlhP-hook 7 7 7 7 7 7 7 7 6 8 8 8 8 9 9 9 10 Design Presswe 123.9 / 423.9 psf 116.4 1.116.4 psf 98.5 / -88.5 psf 85.3 / -82.4 pal 75.3 /-81. B psf 31-U8" Head1S111 C5+2 C5+1 C6+2 C3+1 C5+2 C5+1 CS+2 C3+1 C5+2 C5+1 C5+1 C3+1 C6+1 C6+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 6" DLOJamb 5 5 7 5 6 5 7 5 5 5 7 5 6 6 8 8 8 6 8 6 Width P•hook 7 7 7 7 7 7 7 7 8 8 8 1 8 9 1 9 1 9 1 9 10 10 10 10 Design Pressure 104.5 / -f04.5 psf 104.5 /-104.5 psf 87.8 / -87.8 psf 75.7 / •82 psf 12 ps/ C5+ 3" Head/Si C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5C,.,)CS+1 CS+2 C3+ 1 C5+1 5+1 C5S+1 C3+1 a`a 42" DLO Jamb 5 5 7 6 5 5 7 5 5 1 5 1 7 1 5 8 6 8 6 6 6 8 6 YV!dth P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 43-i/8" Design Pressure 80/Opsf C3+2 C5+2 C3+1 80/-80psf C5+2 C3+2 C5+2 C3+1 80/-80Psf CS+2 C5+2 05+2 C3+1 60/-65psf C5+2 C3+1 C5+2"qTjTt6 80/-65psf ea III C5+2 5 6 5 8 5 5 5 7 5 6 6 7P-hook 7 7 7 7 7 7 7 7 8 0 B10 10 Design Pressure 74.1/-74.1Psf 1 +74.11-74.1psf S3.8/-63.8psf 45:-1I6' HeadlSlfi C5+2 G3+2 C3+2 C3+i C5+2 C3+2 05+2 C3+1 C5+2 C3+2 C5+2 C3+1 64" DLO Jamb 5 6 6 5 5 5 8 5 5 6 8 5 Width Not available In these sizes. Phaok 7 1 7 1 7 1 7 7 7 7 7 8 6 8 8 Design Pressure 60/ •60 psi so/•eo IPs so/-60 pet 55418 Head/Sill C3+2 C3+2 C3+2 03+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 60" DLO Jamb 6 5 6 5 6 5 5 6 5 5 8 6 Width P-hook 7 7 7 7 7 7 1 7 7 B 8 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE II REQUII E ,T E LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE E 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS, 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING Fff. CERT. OF AUTH, #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, - SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. OF ANCHORS THROUGH THE HEAD & SILL, (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND'( ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TARI F R2' Water-1-1 Ited Deelpn Pressure Sin Riser Nom. Sill Height Max. (+) DP Allowed 1. 1111W See Note 2 2. 1/2" 38.7 psf N3.1/2" 80.0 psf 4- 1/iT 80.0 psf 4- 518' 100.0 Of DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA DP & ANCHOR QUANTITY TABLE NTS I,±I 8 OF 21 10/ 05115 J ROSOWSKI MD- 5470.0 PRODUCT RENEWED as complying with the Florida Building Cod• NOA- No. '15.1210.02 Expiration oat* 04/2112021 LYNN 4f/r' i, No, U6%05 re AT OF FC ORMP.. • SS10NA1- C,• A. LYNN MILLER, P.E. P. E.# 5e705 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 4W X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A 1N WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/58.6 PSF POCKET BY OTHERS, SEE NOTE S. SHEETB OPT-.ANCHC TO AID ALIGNMEt FRAME JAMB REQUIRED HEAD SPLICE a INTERIOR POCKETS 6. MAX, Q INTERIOR CENTERLNE OF PANEL CENTERLINE OF INTERLOCK i ANCHORAGE, SHEET12 2- ANCHORAGE, J SHEET 12 C9 SPLICE NOTE: EXTERIOR BE ADD AUCTURAL AS NEED MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SHEET SEE POCKET JAMB INSTALLATION ON SHEET 6 SILL SPLICE INTERIOR I w .--- CENTERLINE I MAX. I {-OF PANEL POCKET. BY F.X EPiOR II I p III Y IIINTER I OT t'ERS, SEE . NOTE 8, IIII I I SHEETB — -- - -- I ANCHORAGE. SHEET II CLUSTER. I FRAIEJAMB 11SHEETIl III' I 21.8' SEE POCKET JAMB 12`MAXIi1 LiAX. REQUIRED Q INSTALLATION ON O.C. INTERiOR POCKETS SHEET 8 1) KNOWING TH..F PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF F48.J-58.8 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THEI DESIGN PRESSURE IS +80/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. III I I FOR WOOD INSTALLATION USING ANY HBO bill C 5ANCHOR+ 2 GROUP A (SEE TAI ) TABLE 7 1 SHOWSIAANCHOR REQUIREMENTSOF: P Hook I 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: D MAX SHEET 12 FOR THE 'CT- CLUSTER ANCHORS AT OPT. ANCHOR B MAX. THEDNTERLOCKIASTRAGAL. HEAD ( INTERMEDIATE ANCHORS); SHEET 12 FOR THE "+2 ANCHORS AT THE TO AID IN ALIGNMENT l MIDSPAN OF EACH PANEL. SILL ( CLUSTER ANCHORS): SHEET 11 FOR THE'CT' CLUSTER ANCHORS A P-HOOK JAMB THE IASTRAGAL. ANCHORAGE ANCHORAGE SILL (INTE(INTERMEDDIATE ANCHORS): SHEET 11 FOR THE 42 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL, JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. FOR PRODUCT REFEP.ENCES ALSO SEE: P-HOOK:_ 7 ANCHORS, SHEET 13 FOR GENERAL A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN CERT. OF AUTH.#29298 C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, BE FOUND ON: 1070 TECHNOLOGY DRIVE D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. VENICE, FL 34275 E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB; SHEET 3 941)-480-1600 F1 SHEET 21 FOR A BILL OF MATERIALS. _ P-HOOK SHEET 8 r CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL ANCHOR fNFOCENTERLINE CENTERLINEOF PANEL OF PANEL SHEET 12 HEAD ANCHORAGE DETAILS PXXX J3-TRACK CENTERLINE OF INTERLOCK CENTERLINE r OFPANEI. 2 t2' SHEET 11 SILL ANCHORAGE DETAILS P XX 3-TRACK) curl PAMFI ATJrHOR EXCEPTION: 28. 318' MAX. A- A 4YANCHORAGE, MAX. SHEET I3 EXTERIOR ENDANCHORAGE MIN.) ANCHOR) CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. ICENT ERLINE OFPANEL326-318" MAX. F-w- r2' ANCHORAGE, SHEET 11ENOANCHORAGE _ MIN.) ANCHOR) DISTANCE TO NEXT CLUSTER TO BE 2"S' O.C. OR LESS M CENTERLINE OF END PANEL FOR SILL ( SHOWN) AND HEAD, ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE CLUSTER IS OVER MAX- --.-- DC' EnP. IOR V PRODUCT RENEWED as compiling with the Florida Building ..o • NOA-No. 15-1210.72 Explratlon Dala 04/21!2021 0.0, DISTANCE TO THE NEXT ANCHOR 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS YNN kj4j o k PERTHE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA STRAIGHT DOOR EXAMPLE JAI10/05/ 15 PID, M3705 J ROSOWSKI oAg'al o• P Jill1 jl rt11111' a -11 A LYNN MILLER RE NTS 111 9 OF 21 1911 MD-5470.0 STRUCTURAL 114. NOM. POLYISOBUTYLEN WITH DESICCANT EXT.GLASS VV `INT. GLASS TS KODISPACE 4SG TPS STF D ANN T BUTYL IB' NOM. w —INT. GLASS SUPER In SPACER® NXT' IAMB' NOM. 3118' T GLASS 78 78 11/16"AIRSPACE 77 7 3/16' T GLASS PAINTEDI a2 BJ LAMINATED SURFACE L7 EXTERIOR PRODUCT IS'EXTERIOR- I I 718'NOM. GLAZED' IF$82-831S TOWARDS THE EXTERIOR. I D GLASS I BITE I aTNi EROFt I PRODUCT IS INTERIOR- I 7g GLAZED' IF #82-83IS TOWARDS THE INTERIOR REINFORCEMENT POLYISfINT. NT FILL AREA BUTYLE5116"NOM. GLASS DETAIL 511 B' NOM. SE BUTYL & LICONE SEAL DESICCANT STAINLESS STEEL ROLL -FORMED FOAM STAINLESS STEEIII BAC_ EXf. GLASS- 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. EXT. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. T" = TEMPERED INT. GLASS GLASS DURASEALO XL EDGE"' 77 SPACER It SPACER is VINYL SLIDING GLASS DOOR NOA 3 GLAZING DETAILS CERT. OF AUTH. #29298 0 1070 TECHNOLOGY DRIVE VENICE FL 34275 PRODUCT RENEWED as complying with the Florida gullding Code NOA- No. 15-1210.02 Expiration Date 04121/2021 LYNN ti` t'•.'`CENSC •. 'Q 10105/ 15 = is '' No. 58705 _ J ROSOWSKI = o ''• 21SIG A `• s'rA E F • Z: Y WMR LER. RE. N. 941)- 480-1600 SGD-547D NTS 10 OF 21 MD-5470A N. 941)- 480-1600 SGD-547D NTS 10 OF 21 MD-5470A SILL CLUSTER ANCHORS LAYOUT: ASTRAGALORINTERLOCK — CENTERLINE 4' EXTERIOR 43 2TRACKCLUSTER'C3' ANCNOR LOCATIONS ASIRAGALORMTTERLOCK 7 4" CENTERLINE I T 0 EYTLRIOR 4,/ 1TRACK.CLUSTERTV ANCHOR LOCATIONS ASTRACAL OR INTERLOCK —+-I CENTERLINE ` 4" I EXTir__ I 1--3 1 4•T.9ACKCLUSTER C3' ANCHOR. LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o 0 EXTERIOR I_ 2•TFLACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK- 4" CENTERLWE 0 0 EXTERIOR.— jj S-TRACKCLUSTER.'CE' ANCHOR. LOCATIONS ASTRAGALORINTERLOCK CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.376' V2.376. FOR ALL SILLS: FI3URE3 PERTAIN TOTHE FOLLOINNG SILL CLUSTER ANCHDR LOOATIONS: I 1--- 322' 4-TRACK CLUSTER. CS' .ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT, PANEL CENTERLINE EXTERIOR 2-TRACK INTERMEDIATE 1-ANCHORLOCATION PANEL CENTERLINE EXTERIOR D 3-TRACK INTERMEDIATE i' ANCHOR LOCATION PANEL—_, CENTERLINE a EXTERIOR 4-TRACK INTERMEDIATE 1' ANCHOR LOCATION ix CERT. OF AUTH. N29296 1070 TECHNOLOGY DRIVE N, VENICE, FL 34275 PANEL CENTERLINE 4" EXTERIOR ID 2-TRACK INTERMEDIATE 2'ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3-TRACK INTERMEDIATE 2' ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLUYwti auL INTERMEDIATE ANCHOR LOCATKIN& L--1 '- j HeacVSII11 VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS A TRACK INTERMEDIATE 2'ANCHORLOCATIONS PANEL CENTERLINE 4„ f o EXTERIOR f-L 2-TRACK INTERMEDIATE 3' ANCHOR LOCATIONS PANEL CENTERLWE 4" 0 EXTERIOR 3-TRACK INTERMEDIATE 3' ANCHOR LOCATIONS 0 rERIOR 3.22" I -TRACK INTERMEDIATE 3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2,375" DISTANCE IS 2.376" FOR ALL SILLS: JROSOWSKI NTS 111 11 OF 21 Itfl MD-5470.0 PRODUCT RENEWED as complying with the Florida Building Code NDa-No. 15-1210.02 Expiration Dat%04/21/2021 1.YNN74" : NO.:i0'705 Sl'A LU 61. 41, S' S1ONA1- r" 011111111, A. LYNN MILLER, P.E. P. E.f 59705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGALOR INTERLOCK 4' CENTERUNE EXTER 3.22' 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINk 4" 0 EXTERIOR 3,22° ID 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR EXTJE RIOR 3,22" V 4-TRACKCLUSTER C3'ANCHOR LOCATIONS ASTRAGALOR INTERLOCK 4' CENTERLINE EXTERIOR 3.22" ID 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— CENTEPIINEtM4' EXTERIOR 3.22' 15 3TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— 4" CENTERLINE EXTERIOR 3.22" 4-TRACK CLUSTER CS'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375"t2_3761 FOR ALL HEADS: FK.URESLUlIERPERTMN OTHE CANCHOR LOCATKkl3: M t 6 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT. PANEL CENTERLINE 4' 3. 22' EXT(ERIOR 2- TRACKINTERMEOIATE 2' ANCHOR LOCATIONS PANEL CENTERUNE EXTE RIOR v 2-TRACK INTERMEDIATE W ANCHOR LOCATION PANEL GEM ERUNE EXTERIOR 1- L 3-TRACK INTERMEDIATE V ' WANCHOR LOCATION PANEL CENTERLINE gig EXTERIOR 4- TRACK INTERMEDIATE I' ANCHOR LOCATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)- 480-1800 PANEL CENTERLINE It, 75" EXTERIOR 3- TRACK INTERMEDIATE v2' ANCHOR LOCATIONS VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS B 70131 NITS III 12 OF 21 4- TRACK INTERMEDIATE 12' ANCHOR LOCATIONS PANEL_ 4' CENTERLINEEXTERIOR 3.22" ID 2-TRACKINTERMEDIATE W ANCHOR LOCATIONS PANEL CENTERLINE 4„ EXTERIOR —+ 3.22 R 3-TRACK INTERMEDIATE J '+ 3' ANCHOR LOCATIONS TERIOR — 3 4- TRACK INTERMEDIA7E'+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-TO-TRACKV2. DISTANCEIS2,375'5" FOR ALL HEADS: 10/ 05115 J ROSOWSKI MD- 5470.0 PRODUCT RENEWED as complying with the Florida gugding Code Non - No. 15.1210.02 Expiratlon Date C14/21/2021 tOENS ONA1- T ulullO, A. LYNN MILLER, P.E. P. ES 65705 OPT.ANCHC TO AID ALIGNMEP OPT. ANCF TO At ALIGNM"., NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. g Heed1981 C3+t Jamb 6 P-hook 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): 2.375" ---Ir— 4.75" 21 ff 21,6" MAX. MAX• O.C. EXT O.C. EXT— E7 V. 6. MAX. MAX. RIO 2-TRACK FRAME 3-TRACKFRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB 7.125' HeedlSRl q+1 1 6 Jemh 6 P-hook . 7 EXTERIOR NOTES:• M1) STANDARD ANCHOR LOCA71ONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY i 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. 3) WEEP NOTCHES q) WEEP NOTCHES PER END @ 1"X .SOU" 1 PER END @ 1" X .500" SILL SILL EXTERIOR EXTERIOR TE3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; 6) TRACK WEEP HOLES 1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X.190"; — 1 WEEP NOTCH EVERY 24" @ 1.375" X .500" 24" @ 1.375" X .50W SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) 101 VINYL SLIDING GLASS DOOR NOA VANCHORE,, LOCEATIONSC CERT. OF AUTH.k29298 1070 TECHNOLOGY DRIN. VENICE, FL 34275(941)- 480-1600 470 NTS 13 OF 21 i JAMB SILL 5) WEEP NOTCHES PER END @ 1" X .600" 10) TRACK WEEP HOLES J,,- EVERY 24" @ 1 A25" X A90'; 1) WEEP NOTCH EVERY 24" @ 1.375' X .600" PRODUCT RENEWED as complying with the Florida Building Code NOA- No. 15-1240.02 Expiration Date0412112021 1010511 ° J ROSOWSKI MD-5470.0 t1y, LYNtq 1, 1,f'4 LGENSF •. FP i No.50705 WrT; flllllli\1 A. LYNN MILLER, P. E. P. EJ58705 TEAD 90° CORNER CLUSTER ANCHORS LAYOUT: I EXTERIOR 2-TRACK 90'CORNER . 04' ANCHOR LOCATIONS USE WHERE 'C3' IS SPECIFIED) 4" 4' - I EXTERIOR 3-TRACK on' CORNER II CC ANCHOR LOCATIONS J USE Wr1ERE'C3' IS SISSPECIFIED) I tl M 4" 4-TRACKSO• CORNER C4'ANCHOR LOCATIONS USE WHERE'C3' IS SPECIFIED) HEIO ANCHOR LOCATIONS. 90• H9ad1S9i C i Jamb S P-hook 7 EXTERIOR I EXTERIOR 2-TRACK 00'CORNER CO' ANCHOR LOCATIONS USE WHERE ICY 0 SPECIFIED) a -TRACK 90' CORNER Cr ANCHOR LOCATIONS USE WHERE'C5- IS SPECIFIED) SILL 90°_CORNER CLUSTER ANCHORS LAYOUT: FOLioVAMG 90'CATONS:OMER LANCKORLocATaNs so• L4' 4L4' 4' HaadlSitl 1 Jamb 5 r Pfiook 7 TRACK 90'CORNER _EXTERIOR 2-TRACK so'CORNER EXTERIOR -- C4'ANCHOR LOCATIONS 11 CS'ANCHORLOCATIONS J'-L USE WHERE -C3' IS SPECIFIED) .7 (USE WriERE'C5' IS SPECIFIED) 4 4.TRACK 90' CORNER eXTERIOR 4-TRACK go' CORNER C9' ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS USE WHERE 'C5' IS SPECIFIED) (USE WHERE 'CT IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK-T0.K 3V2.375- DISTANCEIST7AFOR ALL HEADS AND SILLS: 3- TRACK90' CORNER C4' ANCHOR !.CCATIONS USEWHERE - C.r IS SPECI- IFO) rrqnrfl 1 EXTERIOR ID 3- TRACK 90' CORNER 05' ANCHOR LOCATIONS USE WHERL•' 05- IS SPECIFIED) 4 ° I PRODUCT RENEWED 1 as complying with the Florid. Building Code 1 NOA- No. i5-i2i0.02 a(jq t expirationData04121/ = i By Mla I de Product Ccntroi EXTERIOR 4" < II-- 3.22" 4.TRACK OWCORNER CS' ANCHOR LOCATIONS USE MERE 'CS' IS SPECIFIED) CERT. OF AUTH. M29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)-480-1600 y LYNN h11(( Fr i r X.`GENSE L_ LU TE EXTERIOR vR rlri1111I11t A. LYNN MILLER. P.E. REJ 58705 _ VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS D NTS 111 14 OF 21 JAI 10/05/ 15 J ROSOWSKI MD- 5470.0 1EAD 135° CORNER CLUSTER ANCHORS LAYOUT: 2•TRACK 135' GUHnen C4- ANCHOR LOCATIONS USE WHERE'C3' IS SPECIFIED) 4" t..EXTERI 3-TRACK 135' CORNER 04-ANCHOR LOCATIONS USE VMERE'C3' IS SPECIFIED) 4-TRACK 135- CORNER C4' ANCHOR LOCATIONS USE WHERE *Cy IS SPECIFIED) 135' tnIM i 3.22" 77 2-TMCK 135' CORNER CB' ANCHOR LOCATIONS USE W IERE'CS' IS SPECIFIED) 3-TRACK 13V CORNER CB' ANCHOR LOCATIONS USE WFIERE'CS' IS SPECIFIED) 4^ A>\xx SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FOLL=2R'35 CORNER BILLCLUSTERANCHORIOCATgg 135' 4„ 4" HeadlSlfl 1 Jamb 6 _ EXTERK)R 4" EXYERIOR P-h0ok 7 n 4„ R 2-TRACK 195' CORNER 2-TRACK R LCORNER 7 C4' ANCHOR LOCATIONS 'D5' ANCHOR LOCATIONS USEUSEYMERE -CT IS SPECIFIED) Vh1ERE'CS' IS SPECIFIED) I 1-- 3.22" \/ 3-TRACK 135- CORNER C4' ANCHOR LOCATIONS USE YMERE -C3- IS SPECIFIED) 4" EXTERIOR o 4•TRACK 135' CORNER 4-TRACK 13W CORNER C6' ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS USE WHERE-05- IS SPECIFIED) (USE WHERE 'Cr 19 SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375' V2.375" t2-375' FOR ALL HEADS AND SILLS: 4" PRODUCT RENEWED o ° 4" as complyinp with the Florida Building Code NOA-No. 15-1210.02 expiration Data 0412112021 EXTERIOR 9.22" 1 3-TRACK 135' CORNER CB' ANCHOR LOCATIONS USE WHERE 'CV IS SPECIFIED) AK o Ido. sa7D5 4' 1) •, C! S 1 : GU` EXTERIOR EXTERIOR : p( S I% IL' C1': • >: n 3.22" L: .,FC RIa.•\` j 4-TRACK 136CORNER S s OnIA1- `1 C5' ANCHOR LOCATIONS ((l 11 1 1 1 1 111 USE WHERE 'CS' IS SPECIFIED) A LYNN MILLER, P.E. P. E.0 55705 VINYL SLIDING GLASS DOOR NOA 10[05/15 ANCHOR LOCATIONS E t J ROSOWSKI CERT, OF AUTH. M296 n n 1070 TECHNOLOGY DRIVE N. VENICE, FL 3427b y 941)- 480-1600 SGD-5470 NTS 150F21 6 MD-5470.0 HEAD SPLICE ANCHORS LAYOUT [a INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR 1 3.22" 2-TRACK SPLICE C4' ANCHOR LOCATIONS USE WHERE 'Cr IS SPECIFIED) SPLICE LOCATION `I - 4.75' EXTERIOR 4" L 3-TRACKSPLICE C4^ At:-HORLOCATIONS USE WHERE •C3' IS SPECIFIED) SPLICE 4.75" F414" EXTERIO U4-TRACK SPLICE1. ANCHOR LOCA7K)!!S USEWHEP.E'C3' IS SPECIFIED) FIGURES 11 Mae) SPLICELOCATION 4" ff EXTERI 3.22" 2-TRACK SPLICE C6' ANCHOR LOCATIONS USE WHERE'CS IS SPECIFIED) SPLICE LQCA'nON4" EXTERIOR - 3.22" I-1 3-TRACK SPLICE J 'C6' ANCHOR LOCATIONS USE WHERE'C5' IS SPECIFIED) f ERIOR 3.22 V 4-TRACK SPLICE CS' ANCHOR LOCATIONS USE WHERE 'CV IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT Cap INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR 2-TRACK SPLICE C4' ANCHOR LOCATIONS USE WHERE •C3' IS SPECIFIED) 1 0 o , ERIOR 63.22- M 7TRACKSPLICE CA'ANCHOR LOCATIONS USE MERE 'CT IS SPECIFIED) SPLICE LOCATION e e EXTERIOR 3 22" IZ 4-7RICK SPLICE i -04' ANCHOR LOCATIONS USE WHERE-CW IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. SPLICES2) ABOVE FIGURES ARE FOR ASTRAGAL LOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE SHEET 9 I 3) TRACK -TO -TRACK 2.375" 2.376" DISTANCE IS 2.375" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF BY OTHERS AND REV( WED BY THE AUTHORITY( S APPROVAL DIS TO BE DESIGNED HAVING JURISDICTION. SPLICE LOCATION 4" s EXTERIOR J 2-TRACK SPLICE 7 - CS' ANCHOR LOCATIONS USE WHERE-05' IS SPECIFIED) SPLICE LOCATIONt- 4N. 0 0 EXTERIOR " 43, 3TPACKSPLICE C6' ANCHOR LOCATIONS USE WHERE -CS' IS SPECIFIED) FIGURES PERTAIN TOTHE Flxlcma++ SPLICED SILL ANCHOR LOCATgRS: Head19111 C3 1 pmy 6 P- hook 7 PRODUCT RENEWED as complyinip with the Florlda Bonding Coda GA - No. 15-1210.02 E. Plration Dats O4/2112021 4- TRACK SPLICE tL) . rm- CS' ANCHOR LOCATIONS USEYMERE' C5'ISSPECIFIED) ND 5C7U5 C. ;•, A. LYNN MILLER, P.E. VINYL SLIDING GLASS DOOR NOA 1 10/05/15 ANCHOR LOCATIONS F a? J ROSOWSKI CERT. OF AUTH. Y29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ....1 — n acnn i SGD-5470 i NTS I 18OF 21 ill MD-5470.0g PANEL'S RIGHT STILE TYPE PANEL OVTSIDE90' MIDE9o' OUTSIDE135" INSIDEi35' TYPES SINGLE SINGLE FIXED LOCKSTTLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIORGLAZED SINGLE F F pp K I L L( 00"I TIC TA TV TW INTERLOCK OUT rLE g H P A C C SC SA SV SW INTERLOCKINLIJ d FIXED RR R S S FC FD FV FW STILE LOCKSTILE D MLCJ J WIHANDLE noXdVD Mx1H1 ASTRAGAL L R T"Olm U 20XOUTmommASTRAGAL T U LuN80XINJN- DL>? O ASTRAGALCT CS CF ZRECEIVER IN. ASTPAGALAT AS DF QRECEIVER ASTRRAGAAGA OLTL - VT VS VF RECEIVER ItTF' AG ASTRAGAL WTWS WF IL_ RECEIVER LEFT RIGHT PANEL— PANEL STILE STILE PANELTYPE "P' SHOWN. PANEL NOTES: 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE, 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS B(y. 4) PANEL TYPE MAY 8E EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. I 7. CERT. OF AUTH. F29295 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)-480- 1500 SCREEN PANEL TYPES DOUBLE L ASTRAGAL INTERLOCK DOUBLE INTERLOCK MLOCKSTILE L.. J LOCKSTILE ASTRAGAL DOUBLE SD INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCK UASTRAGAL d LOCKSTILE r6s— WLl 31NGLE INTERLOCK INTERLOCKPRODUCT RENEWED as complgin with the Florida Buiidiny Coda NOA-No. 15.1210.02 Expiration Gate 04/21/2021 L`LLIIIi llll/ l/ / , 1 • V\ CENSP •., tc, VINYL SLIDING GLASS DOOR NOA JAI 10/05/15 a= SIAM PANEL TYPES JROSOWSKI5 6 I/uIIIL A. LYNN HILLER, P.E. P.E. N 56705 SGD5470 4qNTS17OF21MD-5470.0 5.875 rEl f2iA 1-812 10 2 TRACK HEADIJAMB © 4 TRACK SILL - 8.250 ----- j tEDCD 100 81113 O 1.681 61 O3 3TRACK HEAD/JAMB 3 TRACK SILL 10. 625 I 5.875 Q O 100 H 813 = 3 681 r5 4 TRACK HEADIJAMB Q2 2 TRACK SILL 540 600 062 FRAME SCREW O COVER (PVC) 1. 000 949 f- 1 .062 BOTTOM RAIL 11 SUPPORT 125 930 Qfi ANCHOR PLATE 252 . 062 1. 435 T` r- FRAME SILL 12 ADD -ON 640 540 626 . 600 Ilf . 062 062 19 EXTENDED ©0 KEEPER KEEPER 1. 625 1.595 1 a 'i 1.595 - 309 2,698 _ 1. 570 r I 3.483 _ I.-,125 T r 11 2. 350 2.768 '400 8 2,758 T 312 2 i 0 2. 833 1 070 0704- 2.025 -L 86 -. II -,182 .120-L--41I--.182 2.291 .100 110 Imo- 120 TOP, BOITOM TOP,BOTTOM INTERLOCK 8INTNFOCEME ®9REIN OCAL RCEMENT@NTEERLOCKADAPTER 25 AND'STILE ` AND STILE REINFORCEMENT, ® REINFORCEMENT, HEAVY- DUTY REINFORCEMENT RCOMPOSITE EINFORCEMENTSTANDARD T 3. 462 -. 1. 472 - 3. 209 '060 3, 713 -- 125 . 125 2. 175 .OdB 1.600 070 - 1 If ..229 300 1. 170 ASTRAGAL R © PASSIVVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR 210 I .252 - 1. 281 el2CI 1- 1N 831-1116" BEVELED BEAD OGEE BEAD wr--. 650 301 _ f O TRACK INSERT 231 . 080 1. 813 SILL TRACK 13 COVER J 91 . 081 1 1- INTERLOCK CAP, 10 EXTENDED POCKET 2. 060 1. 983 0601 Q P-HOOK ADAPTOR 782 5. 178 100- 4 080 18 P-HOOK 094 291 061 229 2.976 3. 000 F+ 2.607 -r a 075F 1.408 7REINFIRCEMENT © REINFORCEMENT BAR COVER 3 FIXED PANEL CLIP r 125 F'. 141 + 32B 1 4 REINFORCEMENT PLATE2. 511-•I r-- 2.838 -1 080 2.073 .099 4. 835 4. 279 100 - 075 2.118 090 LJD I ® INTERIOR JAMB COVER II 1.875 F_1111DUCTRENEWE2.710INTERLOCK PANEL STILE, TOP 15-1210.02 31 32 ASTRAGAL ADD -ON @AND BOTTOM RAILADAPTER 041211202teg3. 328 1-.- 3.345 NOTES:910 1) SEE SHEET 4 FOR 90 SILL RISERS. 3. 346 0802) SEE SHEET 20 3.. 065 -. 919 FOR SCREEN PARTS. 4790' CORNER90' CORNER 3) ALL DIMENSIONS ASTRAGALCORNE40 ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA 10/06115 EXTRUS{ONS k J ROSOWSKI 1070 TECHNOLOGY DRIVE I J N. VENICE, FL 34275 scD-5470NTS 18 OF 21 MD-5470.0 It IIIIIli1 LYNN No. 50705 t = NA1 A. LYNN MILLER, P.E. P.EYfiB705 4) ANCHOR PANEL TYPE AS USED STILE IN INSTALLATION, TABLE A, SHEET 1 1(3) #10 X I / 1,6"SMS FIXED PANEL CLIP\ INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. JAMB TO SILL ASSEMBLY ORCEMENT PLATE EACH WITH #8 X 1-1/4" @ 34-1/2" MAX O.C. BOTTOM RAIL& SUPPORT 2) #10 X V SMS THROUGH SUPPORT, a2 INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK X IT SMS PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT HEADER ASSEMBLY INSTALL ONE BLOCK AT 64 BLOCK EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCKTHAT SPANS BOTH PANELS. I 95 (2)1/4" X 2-1/4^SMS KEEPER TO JAMB ATTACHMENT PRODUCT RENEWED az complying with the Florida 8oilding Code NOA-No. 15-1210.02 Expiration Date04/21/2021 INTERIOR NOTES EXTERIOR 16 FOR ANCHOR LOCATION & S4 TRACK PACING. iVOIN i411//, 2) SEE SHEETS 11 SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. cerisF '•,Fp 3) 4) CONTINUOUS ANCHOR PLATE, ITEM #6, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, r VINYL SLIDING GLASS DOOR NOA 10/05115 No. 58%05 Sli INSTALLATIONSJROSOWSKIACCESSORIES8 CERT. OF AUTH. #29290 1070 TECHNOLOGY DRIVE fill i i l i i `` N. VENICE, FL 34275 SGD- 5470 NTS 19 OF 21 4 MD-6470.0 A. LYNN MILLER. P.E. P. E.M68705 941)- 480-1600 OX SCREEN DETAILS: W STANDARD SCREEN DETAILS: 1 l fOR(j)o b HORIZONTAL SECTION EXAMPLE VERTICALSECTION EXAMPLE 875 1.993 i BOX SCREEN 100 TOP RAIL 1,020 '— 1.8172 L 80X 193 SCREEN INTERLOCK O•- • O lis ai11FIT 1 SECTION EXAMPLE 875_1 I_ Tig°L_ yp 1.993 , y L I--.062 SBOXSCREEN1b1BOTTOMRAIL 1.593 055 4 1-. .372 BOX 1b4 SCREEN SNAP -ON BUG FLAP 06 ro,5, 055 1.487 BOX SCREEN BOX SCREEN 101 106 ASTRAGAL SILL ADD -ON ADAPTER 1.020 , r-'— 1.874 L 062 BOX SCREEN 1- SIDE RAIL 1.373 6363 1.811333 BOXSCREEN 1bs OXO ASTRAGAL ADAPTER 1 1.487 r +— 1.5100le BOX—SC-CREEN HEADBANDJAMBADD -ON 125 121 123 17B L-Ll 133 132 HORIZONT SECTIONEXAMPLE VERTICAL SECTION EXAMPLE Off. CERT. OF AUTH, #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 f9411-460-1600 32 131 121 92 HORIZONTAL SECTION EXAMPLE 1.081 11T1.202'1_1 1.778 1J.7178 7; 935 0-50 11- - -.050 .045 GREEN 121 SCREEN 122 SCREEN OXOI AME SIDE RAIL, ASTRAGAL 0L LATCH ADAPTER r- 726 1 435 785 1r-- 7B2 'q.062 r— fi_i .040 0123 SCREEN VINYL 12tFRAME SILL ASTRAGAL SCREEN ADAPTER ADD -ON NOTES: 11 ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA SCREEN DETAILS D- 54701t NTS 111 20 OF 21 as complying with the NoA- No. 15-1210.02 Expiration Data 04/2112021 IYNN 41'c CF. NSF '•.. P No.1, 8701 x u F1 G ii11i11111 `\ A, LYNN MILLER, P.E. is 19020 P-Hook 8083 TB Alum. 19 19047M Extended Keeper 605378 Alum. 20 190291,11 (Keeper e0e3TeAlum. 21 19014 Reinforcement Bar Cow Rigid PVC 22 19030 Reinforcement Dar 6005-T6 Alum. 23 19037M Fired Panel C6p 8063-T6 Alum. 24 9035M .Reinforcement Plate 6063 TB Alum. 26 28 19017M 19046 Top Rall, Bottom Ralt and Locksille Reinforcement 6006•T6 Alum. Composite 27 28 19018M Inledock .300 Reinforcement, Sid. 19013M Inledock .400 Reinforcement, HD BOOS-T5 ,Alum. e005•75 Alurn. 29 10019M Astragal Reinforcement 6005-TB Alum. 30 19083 Extended Pocket Interlock Adaptor B053-TO Alum. 31 19006 Interlock Adaptor Rigid PVC 32 33 19OW 19004 Astragal Add -on Panel SIS.. Toplf3ottom Roll Rigid PVC Rigid PVC 34 19040 Interior Jamb COW 8063-TO Alum. 35 19078 136' ComerAslregal IM-76 Alum. 35 19077 136' Corner Astragal Pasehe Mount 6003-TO Alum. 37 lg070 135' Comer Astragal Cap - Exl. Rigid PVC 38 10080 135: ComerAelragal Cep-Int. Rigid PVC. 39 19078 90' Comer Astregel 5063Te Alum. 95 71420X2.26FPFX 12 x 2-lA' Ph. PH SMs Hdr. BlockqM9B71OX1.75PPX 10 x 1.3/4' Ph. FH SMS ® Keeper97710) 34PPX 10x314'Ph.PtlSMS GExl.Pkt,fnl. NOTES: 1) ITEMS # 14.16. 45.49, 53-59, 72-74, 80, 81, 84, 85, 87-89. 98 $ 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. L! VINYL SLIDING GLASS DOOR NOA PARTS LIST CERT. OF AVTH. Y29206 n 1070 TECHNOLOGY DRIVE BOX SCREEN Part# DeacdptlOn Material 12256 Box Screen Top Rail I 8085 T6l 12267 Bon Screen Bottom Ran 6003 176 / 4"FA Box Screen Side Rail BOW 16l 107 19039 Box Scraen Fiams Sig Add -on ovw — 108 19038 Box Screen Hse9.1amb Add -on 6083 T8 Al 109 720XIX 414.20 x 1" MS T Rell SS 110 720X112X 14.20 x 1.1/2' MS Q Bottom Rail SS 111 71793G Wst , .270r' x .IW' _ Fin Sad 112 e18MK Wstp, .18T' x .600' IM Bog Rep 441. 7CRA7 Standard Roller Nylon tt T Ph. PH SMs r nen Splhe• 160" 8 .165" een Odh I Flbergleaa E: STANDARD SCREEN Part# IDescriptlon Material 12633 screen Frame Rail lX)83 TS A I. Frame _Side Rdl fLalch) 8063 TS A Screen AdcH 65+!_ 5 duro. roan Locking Hardware 1 x 314' Ph PH SMS Q Screen Ael. SS x 112' Ph. PH SMS a DOWAS1. SS PRODUCT RENEWED nnnj111111/1 ' as complying with the Florida oNc I.YUF/ ,yy%, Building Code NCA-No. 15-1210.02 V •..nGErlg.' C '•. Expiration Oat 04/21 /2021 c : t o. 50705 10/05/15 By r.duct Co trot i 1, •• r - Y; J ROSOWSKI srn t: o • :' Neii•.......... A. LYNN MILLEK P.E. N. VENICE, FL 34275 Ef 69705 941)-480-1600 SGD-5470 NTS 21 OF 21 MD-5470.0 >? P. REQUIRED INSPECTION SEQUENCE 1RIP4 1-1 - 1 -7 7 < Address: I o-i ink4q,?,. e BUILDING PERMIT Min Mays InsIgection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building p Final Door gpp Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) EL. ECTRI CA;L.PE.R.M QT Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final LA V ` pT t.''n.+Q^' h'M, y°3' S. R. Y v'+ i++, #{y f• 6'r•'r ` x.F ..d'>)•: • Min Mix Ins ection Dtescri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHIANIICAL 1 ERM1T Min Mays Ind ection Descri tion Mechanical Rough Mechanical Final Min Max I Inspection D Gas Under Gas Rougl. Gas Final IIEVBSED: June 2014 1111111 H I E 1111111111111111111111111111 GRANT NALOY SEMINOLE COUNTY Prepared By: Cf.CLFRK OF CIRCL1IT COURT & COMPTROLLER Return to: FASWD, LLC BK 8932 Pg 379 (1F'es) 3020 Mercy Dr. Orlando, FL 32808 CLERK'S T 2017059367 RECORDED 06/14/2017 111e37.0,1 All RECORDING FEES `E10.00 NOTICE OF COMMENCEMENTREC:ORDED BY tsmith State of Florida County of Parcel ID:Permit #: The undersigned hereby gives notice that improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement: 1. Legal description of Property (and street address if available): 2. General description of improvement:. 1 yi I& Il& .7 - 3 a. Owner name/address: b. Interest in property: c-Name-arid-address-of-fee-simple-title-holder-(if ether -than owner). dPE5(_(J' 4. Contractor Name and Address: FASWD, LLC 3020 MERCY DRIVE ORLANDO FL 32808 Phone:407-770-0184 Fax:407-770-0187 5. Surety - Name and Address: Amount of bond: $ 6. Lender - Name and Address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may Cr be served as provided by Section 71 .1 (1)(a) 7, Florida Statutes: 8. In addition to him/herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address]: 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ature of Owner/A Natural Person The for goin by authority) for or Owner's Authorized Office r/Director/ llPJJartner/ Manager) edged before me this day of Iw pq 20, print name of person) as (type of ime of party on behalf of whom instrument was executed). Personally Known -OR- Produced Identification SUZANNE BALTZLEY' g`l SRF CC)'`' `'` c R, I' Notary Public - State of Florida My Comm. Expires Dec 2, 2017F ICO zp ti':-' Commission # FF 074100 Prt,O co ' pEP1)SJ