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Home My WebLink AboutPLANSr w HORIZONTAL SLIDER - LARGE MISSILE IMPACT TABLE OF CONTENTS GENERAL NOTES S ELEVAPONS_.........I SECT ON VIEW S 8 GIOETARS__3 SATIRES ONS6BO.M..........................3 ANCHOR SCHEDULE A NOTES... -._ ._... 4 INSTALLATION DETAILS..._._ ..............._, SCANNED BY 4t. Lucie County GENERA -NOTES 1. ME PRODUCT SHONRI HEREIN IS DESIGNED AND MMUFACTURED yy1NDDWiY1TEN3 Ld TO COMPLY MAM THE FLORIDA BUR➢ING COOS (F BC). CURRENT RIWSW<ATHAVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE IDNE(HVH2I AND IS RATEDFORWINUMNE4 MISSLLEIEVELDIMPACT USE AS DEFINED OCAM FLORIDA NNBB IN ASTM E 19% PER ME FEB. WIM1Y.CWSCO 3. GIADNGOPTIONS. (SEE SHEET 2) 6200 PVC 3.CONFlGURATONS:'OX'.'XO'. HORZ. SLIDER 0 DESIGN PRESSURE RATING IMPACT NEGATIVE DESIGN LEAS BASED ON. TESTED PRESSURE AND G0 TABLESASTMDSJWSED ON9. FOSITNEDESIGN ST PR SBABE AND TESTED PRESSURE WATER INFlLTRAPON TEST PRESSUREPNOGLASS TABLES a v� PSTM E13000<N1N8, w L�i i� MO;�miy S ANCHORAGE THE 331n% STRESS INCREASE HAS NOT BEEN USED G aH� IN ME DESIGN OF THIS PRODUCT. SEE SHEET SFOR PNCHOR DI VANDLOAD DURATION FACTOR CE=I BWAS USED FOR W000 0 pySZo~d'€�6 HI ANCHORCALCUTAMONS. NL' Vy 6.PROWCTAPPROVED FOR IMPACT RESISTANCE SHUMETRIARENOT F�U£O tFZN REQUIRED. THE IMPACT ROTARY LOCKS ME INTENDED TO BE LEFT $�0 `2� UNLATCHED DURING NORMAL OPERATION OF TES PRODUCT.BUT EXPOSURE TO HURRICANE VANDS AND 00 W �o MUST BE ENGAGED PRIOR TO FLYINGDEBNA M O WNA z€O 1ALLFRAMESAND VEMSFULLYWELDED SMALLJOINTSEBMSEAIANT ft'4F F g �3GWN USEDATEAEO MEETING RNLAND HEAD5ILL B. SERIES / MODEL DESIGNATION HS8206 ,i;HORE,..... B. MEDESIG TMXMDOSTANDFORTHEFOLLOWING: \OflNgt'F RyC` X=OFERMLESASH.O-RXEDSASH e9J W ESR01 1 10.SECTIMN OUISAPPLYMO LELEVATION3INASIMILAR ZOi (. LIX'Anm �90. oA 11.EXIEWJN.VJEEP SLOT•1/<'x t'LOCATED C'FROM BOTi EN05. QSTAT6 ��i.En~<OPIOC�?j MAX. UNIT SIZE 1 DESIGN PRESSURE RATING I IMPACT RATING 74"x63" 1 +1-60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 9mnan 13:58-04:00 LUCASATURNER. RM. FL PE 258201 1239 JABARA AV NORTH PORT. FL U288 PH, 941-380d574 FN GENERAL NOTES AND ELEVATIONS 10110113 P.a,CE 871 C SHEET 1:15 1 OF5 ] IN]ERIOR 13WSWdT AYE. OCAIA,FLORIDA 04d]d 1 1 1 6 WJ+W.CWSCC 8200 PVC HORZ. SLIDER IMPACT 3 a � AJ 2 8w p wow SECTION B-B ONP24�jW o�3H�5G� 6 NOTE FIKED JTE AT HERO ANDSILLISEIVIW F fcO t]Oi2. g OI2 N OE p p ixWaNKON~ 1 1 j�f 08N f�;Ry 41 a . No saint :"9= Ireno imPAcr woKmPJ MIOSPNI OFSA41 _ f (ITEMS$b]51 ]]d OKRNL i9'. ST.dTH OF •WC IS`ANNEN.EDmTEMPFAEO 711 a.MPACE 4TK,n (OPIOtf 2�� IN]FAIOR vta DVL IIB'PNNFALED ONLY ENCASED M) ONLYENG>GFDPNI .QjQ WPOMFVd IN1EPIAYEP TOXURRICANE WRGEWINOS. E LOGTFD ATTMRDPOIMS IM. ANNE/ 1 y A ORM� PMLECT GtA2E'H B(iT201] LUCAS P.E. t $IPA%r5%002 FLPEO53]OI PE 4 M 01 I a 1 FORT, U288 NORTH PORT. FL NORTH B 5 74 PH. &M300.10]4 a ; 1R'GVSS NIE BX .B B.-, 5ECTION YEWS MD ___ 4 OVPNEK WRASEAL 1G SPACFA GLAZING DETAIL MA KNBy: ADE �10110113 SECTIONAA HEADIMPAGTHCOKAND JAMB ROTP LOCK LOCATIONS 1,10 GIASSTVPEA SECTION GC 1:1 CW5-071 C ALTERNATE FIN FRAME SHEET $ETTIGBOCKS PER FBC 241133, 1:2 2OF5 w ITEM PARIA DESCRIPTION VENDOR MATEWAL 1 H-149] Paid Bash Meel. Rsll Komalk Rem 2 H-1699 Pont S.B.R.19.SR, Keymvk Alum 3 H-1835 Meet Rat Fiat Kumasi, Alum 4 H6052 Shah Tap9at Roll Mean PVC 5 H3040 Mein Fr., SH, wl Fin, PVC Shares PVO 6 HeOW Sash M.M. Rad. PVC Millman PVC J H X)SI Sash Sloe Ralf, PVCkm Mln PVC 8 "NO Main FL, SH. eFig.. PVC Mlmom PVC 9 P3028 Screen Pull Tell Se. 10 P3033 Screen Stan. SS Hamer 11 P3113 Se. lh,pan. PVC Team Plastie RUWer 12 P3210 Sateen Flema Alhneal ROIIFom 13 P321B Steven Spine..155 Chas. BR Due 14 Pd754 Smash Frame Cmmt Kay Nlmetel Nylon 15 P4342 Seem Sealer, SM45W San,- sm.. 16 P3352 Set BR..85Du.. 1I8'xSN'x'l L9. Fatal RuEaet 13 P wN WtIp.0.27Ox.183aeek FlnSeal, Naaha 1B P3539 ABx Wl Scuare TEK2Za Fasimlel Steel 18 PAM 98x1l TuHPHTEK2Lnc Pal l Steel 2O P3752 Cap Plug, t?Hule SAW wile 21 P3] P3250r Siam, Lock, OnpaR, PVC Waseek 22 P-aM Pn110L Tandem MHM Nybn 23 P4051 OSz 1114 Ph PH TEK WN. FestermlrXm 24 P-0W3 Keeper, memat PVC sawkwk 25 P-079 Weep CawrWFlap M&M 28 PA6SS 19 x 2 In Ph Tmes SMS Alex 2T PAH59 floMry Lak SWlren 28 P-4952 Kttpe,, RMary Lack SWl. 20 P<959 WIN, 0.420 x.1.7 ants FnSeal. Ulnha 30 P-0833 Bartel Faata-, Festmal 31 S-0112 Raidereemsnt Head Koymal, 32 S-14M Rtint S.B.RI6.8.R KoymaA: 34 s-tP8 p011m Tlazk Keymuk 35 S4999 Fralre Hoak. Head. anuou KeymaM 38 S 00) Panel Caleh, IMad Mpvet Kehl Alum 37 SE005 AntN lituan PVC 38 S4013 Scm, Adepl, wl Ni, PVC Mlbon PVC 39 SbG14 Bem.Adept. PVC Mkmn PVC 00 S61103 FkM Reg Doer ... PVC 41 560G4 Waling Bead an. PVC 42 1 GIASS ISEE SHEET CARDNAL GtA35 43 1 IlParleat Duae'W, SiZTFI0x 552 Henkell5i Silicone 3IT� CORNERCONSTRUCJION �J1R� ,111 �I1 1 t? IIINIII IIIF IIRII 11\II�V1l`\ 0 6 J 211/ tn6 39'I6' IItY 21T iH6' L COPHERWELD M3LSIDEs1 FlxEO RNL-1036 PFfNFMEFIANCE5G9 PF FRAME FlNeVe 1 2 Y16' 11Y16' 1N6' &16 6 1S@ I5T q Iv�e In6' 1/iS 1/I6' l_ 1NR FlMEETNGRNL SOREM Ou T RN ER WIRI 0111FAFPPME Fkf.'YSH MIG. RNLKNJ PJGSPSX SIDE RNLdSI PVO6PSII iOPIBThI RNI,tlS2 iNOFIYFDRNLCAVER-60fil 1:0 Y4' 0 YI6- � 1 0® L IY16- Ind tll4 L I SASXMTG.RN1I491 SaSHREW11.193 S I 1916' ]R inC L y 3.4 r 114 L'I ]116 PIANVEiVAMI H FADIMPPLT XOJK-13A r ,Gm S.BR/65 R-1453 ROLLER 1RACK-1T16 0 VI6' 0 ,,.• y S' .r J ME' 1YI BPh,II1P Pad GVSEGFM-661 -111C GWEB-E4Of 112 PVNNEWA]G PMIEL IMPILf UTCH-30N g. yg 1YIS Sts' 13 SCREW SUPPORid113 LINE ITEMS NOTUSED: NOTE ALL ESTRUSIONSAREALUMINUM 606ttT6 UNLESS OTHERWISE NOTED. 3] vr�Htt _y tnc�- I�I��t/I�C 1116 PYCECREFN GtCH�E013 PVLPN1141R"®)5 Yf6' r n6 PJC SCREEN SUPPOPi-®14 1900 SW 44THAVE. OCALA FLORID4 N474 wVNlcW3CC 8200 PVC HORZ SLIDER IMPACT O�KN0k6vJ R.. KONN 61. -0 4 r - J5aaNiOREYyrf4 He $3$01 ly% jV` A I0 �'. BTATF OP . W gOP10y'�Zu``` eaeER"IONAL6�0•`. 922201J LUCASA TURNER. P.E. FL PEA 50201 1239 JABM/ AVE. NORTH PoRT, FL 34288 PH.941-I80-15J4 DOM ANO EXFRUSIONS ADE 1WIW13 a Cali c SHEET 12 30F5 0 w ANCHOR PAYOUT-f ANGEL ANCHOR LAYOUT -WIN) NOTES: 1.INSTALLONEPNCHORATEACHINSTPLLATIONLOCATION. SILLANCHORSPAQNOSAMEASHEAD. 2. SHIM AS RED AT EACH INSTALIATON ANCHOR USING LOAD BEARING SHIMS MAX ALLOWABLE SHIM STACKTO BE VP. USE SHIMS WHERE SPACE GREATER THAN VIT IS PRESENT. LOAD BEARING SHIMS SHALLSE CONBTRUCTEDOFHGNDENSITYPLASTCMBERERW MIMSPAENOTP11 D. S. ANCHOR TYPE SIM SPACING AND EMBEDMENT SI BE ASSPECIFIED IN THESE DRA'MNGS. SEE TABLE 1, SHEET 5. <. ALL INSTALLATION ANCHORS MUST BE MASS OF OR PROTECTED WITH ACORROSION RESISTANT MATERNL OR COATI OISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 5, INSTALIATON ANCHORS SI BE IN ACCORDANCE WITIH ANCHOR MANUFACTURER'S INSTAWTOI INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPEARED IN TASUE 1, SHEET B. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRUMMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BACKS, IF USED. INTO SUBSTRATE INSTALLATIONS TO SCUD CONCRETE OR GROUTALLED CMU MAY INCLUDE BUT SO NOT REQUIRE INWOOD BUCKS BEMIEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU SECURE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ).AMMMUMCENTER-TOLENTERSPACNGSI BEM WMNEOBETNEENA FASTENERS TFORMA50NRY.1'FORWOODPNOMETAL 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY OEBIGNFD BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTAUEO TO TRANSFER WINO LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQNREMENTS AS SHORN IN TANI£1. SHEET S. CONCRETEANOMASONRYSUBSTRATESMAYNOTBECRACKEO. 9. SEAUNGAND R.ASHINGSTRATEGIES FOR OVERALL WATER RESISTANCE OFINSTALLITON SHALL BE DONE BY OTHERS FOLLOWINOTHE CURRENTVERSION OFTHE REFERENCE DOCUMENTS: FMNAAMA 10%FIN WINOOWS). FMNAAMA MFLANGE WHOOPS). FMAAWMA 2S)SOXWINDOWS), FMMAANA OM43001E%FERIOR WORS) IM SW 44TH AVE. GCAIA, FLORIDA U474 W1Wv.CWSCC 8200 PVC HORZ SLIDER IMPACT m SSSON �1f . G9T. STATE OF 'YIR 912I/2017 LUCAS A TURNER, P.E. FL PE i 58201 1239JABARAAVE. NORTH PONT. FL U288 PH.9C1J80.15)0 NCHORSCHEDOLEANI NOTES w AIDE 1WI0113 x CWS-S)1 C SHEET 1:20 COF5 • SEE TASTE I. I... RANGE W INSTNIEA SEVANi BEMNO FESI BY IXSTPIIER IFICPL XEP➢ ANCXOPIGE �, VFATGLSECTION E ry%CpLSILLPNSNOPAGE MV.SWM MAX SMM HORIZONFPL 6 ECTH 5 TYPICALJPMBANCXIOORAGE TABLE t: APPROVED INSTALLATON FASTENERS FRAMETYPE SUBSTPATETWE ANCHOR TYPE MIN EMBEOMENI MIN EOGE MST. FIANGE CONCRETE (20 K51 MIN) Stl61IW WOON 1-1R 1d/8' RANGE HIXLOW OR GROVT-FlLLED LMV t117 PCF MIN) Y'w IIW TAPOON 1. Y FLANGE CCNLREIEQ65KSIMNL) YIE ELCO VLTFMWN 1- V. FIANCE GROVTFILLED LMV IASlM G00) Y16 ELGO ULTRACAN 1.114- 2-1? FI E V MR. SOUTHERN PINE (G=155) yw NW TAPCCN OR ELM ULTiAWN 13w W FLANGE 2% MIN. SOUTHERN PINE (GI 55) MOWWDSCREW 1.w T/e' FLUKE 18 GAUGE(O.WP) MW STEELSIUD In KSI YIELD MINT 0101SHLTKWIK{L ORNW TEXSSEI SLUNGSOREW FIILLTHFEAD TUN0.060' 71W FLANGE 11P AWW(8 T5MINIOR LIB' 51EEL InKSI MPH.) MOGRACE5SELF-TAPPING/ MHIWNO SLREW FLLLTHREAD THRU 0.1]S 711T FIN 2X MIN, 60UTIERN PINE O-= 561 Ad WWDSMVEW 1-1/Y la SEE TABIEMI ST VI NAXSXIM- %C, No- SEE N 5 T'gCIy FINANCXOPAGE HFPD PNO SLL SIMI Wi FOR FIN INSTAMATION O� HORROMAL 6ECTON 5 ER RWIEINSTAIJATOX — HWIANDSILLSIMWN ORBC%INSTA1lATON FLA NGE REMOVAL NOTE PARTIALLY ORFULLYREMOVING THE FLANGE, UPTOANDINCLUDINGABOXf EAPPIICATIONISACCEPTABLEPRONDW: -MIN. 111• FILLET OF CONSTRUCTIONGRADEAOHEBNE CPLLK IS APPLIED INSIDE AND OUT. FULL PERIMETER BY INBTALLER. - PROOUCTANCHORAGEIS INACCORDANCE WITH REOUIREMENTSAS SHOWNFORFLANGEWINDOWS. IM SW 141H AVE OC MFLORIDA S«T< WMN.CWS.CC 8200 PVC HORZ SLIDER IMPACT Ne 59Rp1 STATE CF %6 LU A ATURNER. P.E. MPE05UOI 1239JA AVE. NORTH PORT, FL U288 PKNI-38M1571 INSTALLATION DETAILS ADE 10I10/10 CWSW1 L SHEET 12 50F5 pn I i F i B n 3 � m L!J a j ,� G r•1 O 'y. IU 7 a —R V J � D Ca � ev Z o [ZR_I i i tlLNP I 1 9lPA1PtA l� . k,MVAW✓�0.b. I DL ` I 'fOPNWN. � � GeD0.'.UM i I I I� . it ' �' � when r I I n I EMnY LrvI1JV MFA i' \ I I Ntl I I � RI�.Ip IFyf4M}i4fl I )(.R'NONf I LoenY F 0 F . i N � � I I � I 1 I I 1 I COO