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HomeMy WebLinkAboutProduct Approval8/24/2016 Power of Attorney - Signed - No Personal Info.pdf Specific .Power of Attorney BE IT ACKNOWLEDGED that 1, Demetrius Branca Full dame the undersigned, do hereby grant a limited and. axial kcurity numbcr Gladys Branca specific power of attorney to r•,dn Name of Addroa as my attorney4n-fact. Phone Said attorney-in-fact shall have fttil power and authority to undertake and perform only the following acts on my behalf 1 Maintenance of and upgrades to 5501 Eagle Drive, Ft. Pierce Florida 2. 3. The authority herein shall include such incidental acts as are reasonably required to carry out and perform the specific authorities granted herein. My attorney-in-fact agrees to accept this appointment subject to its terms, and agrees to act and perform in said fiduciary capacity consistent with my best interest, as my attorney-in-fact in its discretion deems advisable. This power of attorney is effective upon execution. This power of attorney may be revoked by me at any time, and shall automatically be revoked upon my death, provided any person relying on this power of attorney shall have full rights to accept and reply upon the authority of my attorney4n-fact until in receipt of actual notice of revocation. Signed this 22 day of August 2016 / � tii�:naiure httnc•//ririva nrmla cnm/filalri/OR7kflnRTrTXNnVVInVGFW I 1?.S.SrWR/viaw?invites=('KF)I 17RMIRtc=57hrf744 1/1 15 1 6 17 I8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 117 1 18 19 I 1 20 21 1 22 1 123 24 1 25 126 1 27 28 29 I 30 31 32 33 WINDOW/DOOR SCHEDULE APPROX MANUFACTURER ID OPENING NO SIZE MODEL # (WXH) 1 1 26.5X38.3751 CWS -8100 -SH 1 2 37 X 63 ( CWS -8100 -SH 1 3 37 X 24 I CWS 8200 -XO 1 4 37 x 24 I CWS 8200 -XO I 15 1 6 17 I8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 117 1 18 19 I 1 20 21 1 22 1 123 24 1 25 126 1 27 28 29 I 30 31 32 33 WINDOW/DOOR SCHEDULE I I I I I I I I I I I I ( *T1, ndow Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of'the 2010 FBCIResidential R301?.1.2 TOTAL. GLAZED OPENING AREA FOR 8TRUCTURF..: 8.F. PERCENTAGE OF NEW GLAZED AREA: (lOT.4L LVS7ALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS F -OR STRtICTGRE) NOTE: The replacement of more than 25 of the aggregate area of exterior dazing (windows & doors) in one & two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement (approved shutters or impact resistant glazing) as per 201 0 FBCI EXISTING BUILDING 606.4. " TYPE WINDOWS _SH - SINGLE HUNG AWN - AWNING SI., - SLIDING DR - DOUBLE HUNG CAS - CASEMENT FIX - FIXED BRANCA 5501 EAGLE DRIVE FORT PIERCE, FL 34951 IMPACT PROTECTION TYPE IMPACT NEW NOA # & DESIGN PRESSURE GLASSEXIS TING SHUTTER SHUTTER SH X 11 I FL 16177.1 DP +711-717 SQ FT +37.9/-41.1 SH XIFL FL 16177.1 DP +70/-70 16 SQ FT +37.9/-41.1 1 HR I X I 16735.1 DP +50/-50 6.68 SQFT +37.9/-41.11 HR I 1 X I IFL 16735.1 DP +50/-50 6.68 SQFT +37.9/-41.11 I � I I I I I I I I I I I I ( *T1, ndow Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of'the 2010 FBCIResidential R301?.1.2 TOTAL. GLAZED OPENING AREA FOR 8TRUCTURF..: 8.F. PERCENTAGE OF NEW GLAZED AREA: (lOT.4L LVS7ALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS F -OR STRtICTGRE) NOTE: The replacement of more than 25 of the aggregate area of exterior dazing (windows & doors) in one & two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement (approved shutters or impact resistant glazing) as per 201 0 FBCI EXISTING BUILDING 606.4. " TYPE WINDOWS _SH - SINGLE HUNG AWN - AWNING SI., - SLIDING DR - DOUBLE HUNG CAS - CASEMENT FIX - FIXED BRANCA 5501 EAGLE DRIVE FORT PIERCE, FL 34951 Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 4 0. 5 39.7 41.3 42.1 Building height End zone 5 iI 15 20 25 30 35 40 45 50 55 60 1 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 1 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 1 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 1 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 1 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 1 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 ( 42.1 I Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 BRANCA 5501 EAGLE DRIVE FORT PIERCE, FL 34951 Florida Building Code Online Page l of 2 Business Professional Regulation Depa j emof $CSS HWTM i Log in `, user Rtgistration Not 7aWcs 5uMr4, Surthage Stats & >:atts - S'ubiirsYians F8C Staff 6115 Ste Mac i l"e+.ks Sivrch 3u roesp ilii 2 V�ssi�j Product Approval U5ER: Pv?biK ii5kt n r r g ZY Auproval mer, > prod= or ADai7cpwr, car^n > A=a a; s > ADpiirat an detail t FL # FL16177-121 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoSS@Cws.CC Koss Erin eko"cws.Cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 358-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ,j1athrop0cws.cc Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received FL16,A77 R1 CST EvaiRec l `Jd5-8 28 rSH-8100IMP NoSillAnchl Gd? SUndard AAMA/W DMAJCSA/ 101! 1.5.2/A440 -O8 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA TAS 20!1202/203 Year 2008 2004 2005 2039 1994 https:llfloridabuilding.orglpr/pr app_dtl.aspx?para=wGEVXQ,A,tDgN,yf4ngAXh10y8QtjD... 9/812015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04114/2015 Date validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 05/22/2015 Summary of Products Page 2 of 21 FL # Model, Number or Name„ Description 16i 77.1 SH -$100 PVC S ngie Hung SH -$100 PVC Single Hung Impact Resistant window. Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: -+70/-70 other: SH -$100 PVC impact, no sill anchors required.. Safety glazing required on outer lite above 30 ft. in HVIHZ, Glass complies to ASTM E1300-04. Instaiiatlan Instructions j Pt 751 7i R1 iI LYS $a1_C aMP NoSii Ancht.ndf jjj Verified 8y: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Didf i`l ' fie Z ix i AE EvalReo CW -8' 2B (SH -$100 IMP NpSitlAnCh),C� FLI6177 R1 At QUan9 fblakrdn) N06 12 1017 02,ad Created by Independent Third Party: Yes --- '—i a l contactu _-- *:0rttl r+rsrca';vee Tai°aha t °1.32 Phone: 85r -4P.7-1824 The State of Florida is an AA M employer. ",..»,._„hx 2007-20131 State of. Florida, :: ?rivacv Statement :: :: Refund r+tatem±ynf tinder Florida law, email addresses are publicretards. If you donot Wt waftt your a -mail address released m response to a NVIC-records r%Uest, do pot ser"i electronic mail to this erim. Instead, contact the otrla a by onone or by traditional mail. If you have any ciu6 lon5, please Contact $5@.4$7.1$95. `Pursuant xo Section 455375(1, Fk>nds Status:, effective October 1, 2012, ho"nsees licensed under Chapter 455, F.S. must Provide me Uepatn+anx with an email address if they have one. The ema11L provided may oe used for official COMMunicatiOn with the lirldr3ee. However email addresses are public record. If you do Piot: wish to supply a personal address, phase prOvide the Oepa+tMent with an email address which tan be made available to the ptldiiC, To determine it you are a iKensee under chapter 455, F,S., please dick . Produdt Approval Aeoepta: WOREN SAFE https:1liloridabuilding.org/pr,pi_i3rp_dtl.aspx;iparam=r�ri- EVXQN-tDgvyf4ngAXhlOy8t7�tjD... 9/8/2015 SINGLE HUNG - LARGE MISSILE IMPACT �4 MAX OVERALL FLANGE. !$Gm j I B 6;K IXiT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I GLAZING DETAIL.................................2 SECTION VIEWS .................. .. .......3 EXTRUSIONS & B.O.M....... .........4 ANCHOR SCHEDULE. & NOTES. „......6 INSTALLATION DETAILS—..:.............6 -53 VV MAX. OVERALL FLANGE WIDTH .......-....--6171' MAX. UNIT WIDTH......._._.._ _.4711116' GLASS DLO _. _.......... W ..... I A --w --- 45 1116' - GLASS DLO 48 341' MAX. SASH WIDTH S�!�ERF,{ MOTES. i 1 �� Lucas A. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED E WINOOW SYbTElK �-' I'D COMPLY WITH THE FLORIDA BUILDING CODE (FOC), CURRENT E 15:15-04:00 EDITION INCLUDINQ THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1960 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA. FLORIDA 34474 IN ASTM E 1996 PER THE FOC, WWW.CWS.CC 2, GLAZING OPTIONS: (SEE SHEET 2) € F1. ISE A 56201 IE 8100 PVC 3.CONFIGURAT'IONS�'CW. I SINGLE HUNG 4. DESIGN PRESSURE RATIW.i: IMPACT -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE: AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, I STED PRESSURE, WATER ELEVATIONS 60t i I BAT 06118112 - INFILTRATION TEST PRESSURE AND GLASS TABLES txvA is _ CWSY5j _IOFB ASTM E•1300414. a S. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED [ IN THE DESIGN OF THIS PRODUCT. SEE. SHEET 6 FOR ANCHOR y DETAILS. WINDLOAD DURATION FACTOR Cd<1.6 WAS USED FOR WOOD a ANCHOR CALCULATIONS. Nt 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. $ P j 7. ALL fRAME:S AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT �; S USED AT FIXED MEETING RAIL AND JAMB. CL LL � a 8. SERIES / MODEL DESIGNATION SH -8100, t o 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: u X. OPERABLE SASH, O m FIXED SASH I.. C mQ� 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMKAR _. LOCATION. ,4rtirtir�lrrrrr 0REw 11. EXTERNAL WEEP $LOT - 1/4• x 1-1/4' LOCATEIO 4' FROM BOTH ENDS. DESIGN PRESSURE Lucas A. MAX. UNIT SIZE Turner IMPACT RATING 2015-04-11 i RATING 15:15-04:00 51-7/8" X 51-3/4" F/- 70 PSF LARGE MISSILE IMPACT Lucas A. STATE OF : rL Turner s� �.F. �o1►k°rQ��•`, 2015-04-11 i '�ss�Q.�•" 15:15-04:00 rrtrrr irr►�I� r z 4/11/2015 LUCAS A. TURNER. P.f F. F1. ISE A 56201 12.39JABARA AVE. NORTH PORT, FL. 34288 I PH. 941-380-1574 GENERAL. NOTES AND ELEVATIONS 60t i I BAT 06118112 - txvA is _ CWSY5j _IOFB WINDOW 5YSTOU u IWO SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8100 PVC SINGLE HUNG IMPACT --- 716' OVERALL INSULATED GLASS -- 718' OVERALL INSULATED GLASS W f0 -_.. 416" ANNEALED OR TEMPERED US' ANNEALED OR TEMPERED ---7116' AIRSPACE -•---7116' AIRSPACE ---BMS* LAMINATED GLASS ----fJt6' LAMINATED GLASS ...__. 116' ANNEALED -__ f/8' ANNEALE=D (([[ y/ --.066' PVB INTERLAYER BY DUPONT ---.W PVB INTERLAYER BY DUPONT WaQy ...... VW ANNEALED ( -.- t/8` ANNEALED - .. DIJFLASEAL BY i RU5f:AL t7j P UPf ECS GLAZE `W OR SWAFLEX 552 __.... DURASEAL BY TRUSEAL L-- j iL- - 4t PURFECT GLAZE "W OR 6IKAFLEX 552 — -- -- ' m < (i� .... .a.., t!Y GLASS BITE (1 �,. v lir G4L4ISS BITE v�:,pro.ASF No 58201 �_.. 4 STATE OF � 'nq, FIXED LITE I 7� SASH LITE 4/11/2015 I.UGAS A. TURNER, P.E. FL PE A 58201 123$ JABARA AVE. NORTH PORT, FL 34288 PK $41~361}1574 GLAZING DETAILS , BAT 08/18/12 CWS -812 B .� ...._..._..._ _ SHEEY' 1;1 20F6 SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY. ?0, 25-26,36-37,44.51-52,55-56,64,67-468 INTERIOR SO INTFREOR SECTION B -B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT' SIDESHOWS SASH SECTION VIEW. WINDOW SY�'l'L�j�l��{�� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8101 PVC SINGLE HUNG I IMPACT vi No 58MI -%O Oma• STATE OF 6! R 44.• n�-� z 4/11/2015 1 UGAS A. TI,IRNLR, P.E. FL PI,# 58201 1239 JABARA AW. NORTH PORT, FL. 34288 PH. 941-380-1574 AT btiS SECTION VIEWS BAT 66/18112 CW&612 B ALE!--- -- SHEET 12 3OF6 w Flq vJ(f Myyylikr�R W,. w:�19.. C, L J.. l(Rikh(, wl' C, R. k. tklMt 2 MrK Z�y�ran ron t„ PYC, Ebciz. �„ �, Ueri. '�i f �� �VC, Vert. Iron PVC 4 I Pf-,Vl C,ONEs' 32 P X9429 .0.77 ?73}2) �'-4{�7GW�wEjErt xF -1fi P 625 P SJ W-4tKJi W N6 X �. 4(1 44 P -4264w F> -N,2 No X a/4 FH Z1�1. 45 P1757 LP � 38 P SiRa 4Y1 1.11 }.. CK F RSA xH utw."E3y h PHV MS pH(86.145i, writ. P-. i T �xirgry5tsiF :IRP $k L�I h Ft.gry [2 BASS FiX �C y��� T 2 GLA5S µ. II! r ticaas0til P 1216 r t�e Aftal P :1218 r8e1k �fT, d AdmorneEaE k-3:11`1 Screen Freres K,�! P -358k ' rW gjII, X Fi rgiass j¢+}StQ P-3228 SCreeti pl 55 Ota., lk. Pf29Ptd T.41 b ammil Pt33 9 5 F1. SumP-31 q sc" SL"m kjr PVG T,Pj,"t ; 7 1 f} t �1 Ke�j(la c atom tb �-3�4t t(� z 1t ; Pan tleart, �� Fakter�l 5key} ONE ITEMS NOT USED: 5, 7,11,15-17,21-22,29,31 , 33-36,41-43,46,49-50,55,57-,61,691 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE4WI 71 WIS. {j - � 2_ REtf4i'., SACT IbOK - 1112 f 446' -4 7Is' f_..__.. I._ .. 1116' PVC SASH STOP - W25 3,4• . f.. --i ... .... 1116' REINF. 5 B.RJS S.R. - 14M t 416" 1 8� 1..__._,,.. IMPACT HOOK S-1577 �"--- t +516"---�•{ t t 513" E 1 Yk6" PVC SASH RYM RAII.-Wn i Srs" PVC- SASH SIDE RAIL - 6004 ifr - itf6' PVC SCREEN CATCH -6013 114- 1.1 5516" tti6' i RE1NF- RIM RAIL -1609 ,D E € 48' I 1tF6" S PVC SASH TOP RAIL -6027 2 Its, Ifir ........__..._-.. FRAME CORNER ON 4 COMER WELD (ALL 80M is Ft)" MEE:TING, RA ILL SCREWED TOGETHER WITH OUTFRFRAME is SCALA SUPPORT -31 t3 I maN a gow � ZT, E m to 1900 SW 44TH AVE:. OCAtA, FLORIDA 34474 WW W.CWS.CCl 8100 Pvc SINGLE HUNG IMPACT 9 i STATE CP .btu o'. r�4t�5',O�A` ihe4�c j 4111/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JAHARA AVE. NORTH PORT, FL 34289 PW. 941.380-1574 §Efm'b ,GRMTK)N BOM AND EXTRUSIONS ZYNwi% tfMTE. €E� BAT 06/18/12 E 7)14"{1 It REV.' CWS -812 B 51 ALt SHEET' t:2 4OF6 ED" RAIL - ISM €Vs6'-.... 4 ifr-i t 33 1045' E116" PVC EKED RAs.. COVER - WS3 PVC SCRErN SUPPORT W14 174' - itt6' ROW, TOP RAIL -1497 PVC GLAZING BEAD -M64 SCALA SUPPORT -31 t3 I maN a gow � ZT, E m to 1900 SW 44TH AVE:. OCAtA, FLORIDA 34474 WW W.CWS.CCl 8100 Pvc SINGLE HUNG IMPACT 9 i STATE CP .btu o'. r�4t�5',O�A` ihe4�c j 4111/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JAHARA AVE. NORTH PORT, FL 34289 PW. 941.380-1574 §Efm'b ,GRMTK)N BOM AND EXTRUSIONS ZYNwi% tfMTE. €E� BAT 06/18/12 E 7)14"{1 It REV.' CWS -812 B 51 ALt SHEET' t:2 4OF6 iY? (FSI 4 .,, Nn 5.�121T4 NOTES: i " '. STATE OFte ;11W � a: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. +�'� ...R 1.. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE 114', USE SHIMS WHERE SPACE. GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC: OR BETTER, WOOD SHIMS ARE NOT ALLOWED. �rl 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 411 IlnI5 4, ALL INSTALL.AIK>N ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MAST � LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION, FL PE # 58201 1239 JABARA AVE. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCT IONS, AND ANCHORS SHALL NOT BE USED IN SUBST RATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34286 SPECIFIED IN TABLE 1. SHEET 6. PH.941-386.1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. Staf 15i✓SGFTN INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BOT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. IANCHCOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.. otIm-gy----_ 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SAT F .....•._. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW5-812 8 9. SE=ALING AND FLASHING STRATE=GIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING TI{E CURRENT VERSION OF THE REFERENCE DOCUMENTS: $HEFT FMA,'AAMA 100(FIN WINDOWS). FMA/AAMA 2W(FLANGE WINDOWS), FMALVDMA 250(BOX WINDOWS). FMAIAAMANVDMA 300(EXTERIOR DOORS) f:TS 5 OF 6 "i.rex nw;. WINDOW SMEM 6�x- 6' MAX, ITYp.) ___......_.,.. ..-..-..1,.._.__.........._...................... ...... .T MAX. O.C. (TYP.) i IW 34474 Et' MAX. (1"YP4--� 1 1 ()GALA, FLORIDA _ ..1. www.cws.cc S._. ffi � SEE NOTE 2 8110 PVC VAX o'c. 1 SINGLE HUNG (TYP.) . -_.... Q _ .._.. INSTAL) AT K1N IMPACT ANCHOR (TYP.I MAX O.0 i 1 iY? (FSI 4 .,, Nn 5.�121T4 NOTES: i " '. STATE OFte ;11W � a: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. +�'� ...R 1.. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE 114', USE SHIMS WHERE SPACE. GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC: OR BETTER, WOOD SHIMS ARE NOT ALLOWED. �rl 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 411 IlnI5 4, ALL INSTALL.AIK>N ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MAST � LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION, FL PE # 58201 1239 JABARA AVE. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCT IONS, AND ANCHORS SHALL NOT BE USED IN SUBST RATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34286 SPECIFIED IN TABLE 1. SHEET 6. PH.941-386.1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. Staf 15i✓SGFTN INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BOT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. IANCHCOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.. otIm-gy----_ 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SAT F .....•._. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW5-812 8 9. SE=ALING AND FLASHING STRATE=GIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING TI{E CURRENT VERSION OF THE REFERENCE DOCUMENTS: $HEFT FMA,'AAMA 100(FIN WINDOWS). FMA/AAMA 2W(FLANGE WINDOWS), FMALVDMA 250(BOX WINDOWS). FMAIAAMANVDMA 300(EXTERIOR DOORS) f:TS 5 OF 6 "i.rex nw;. q Gi {� 4" (TYP.y 1 k 1 1 N O MAX O.0 (TYV.I ky FL t e �q <' (TYP,)._-.. No ANr.HORs wEaUll�c D � slu -- a�...tC?F�K+.. �.. . iY? (FSI 4 .,, Nn 5.�121T4 NOTES: i " '. STATE OFte ;11W � a: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. +�'� ...R 1.. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO BE 114', USE SHIMS WHERE SPACE. GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL. BE CONSTRUCTED OF HIGH DENSITY PLASTIC: OR BETTER, WOOD SHIMS ARE NOT ALLOWED. �rl 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 411 IlnI5 4, ALL INSTALL.AIK>N ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MAST � LUCAS A. TURNER, P.E. BE PROTECTED TO PREVENT REACTION, FL PE # 58201 1239 JABARA AVE. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCT IONS, AND ANCHORS SHALL NOT BE USED IN SUBST RATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34286 SPECIFIED IN TABLE 1. SHEET 6. PH.941-386.1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. Staf 15i✓SGFTN INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BOT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. IANCHCOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.. otIm-gy----_ 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SAT F .....•._. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW5-812 8 9. SE=ALING AND FLASHING STRATE=GIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING TI{E CURRENT VERSION OF THE REFERENCE DOCUMENTS: $HEFT FMA,'AAMA 100(FIN WINDOWS). FMA/AAMA 2W(FLANGE WINDOWS), FMALVDMA 250(BOX WINDOWS). FMAIAAMANVDMA 300(EXTERIOR DOORS) f:TS 5 OF 6 E TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT WINDOW SYiTEt� lav ._.-- f3SEE TABLE t ....... SUBSTRATE MN. EDGE DIST. SEE TABLE i BY OTHERS 13140 SYN 44TH AVE. 1tU• MAX. S141M----� SEE FABLE 1 (')GALA, FLORIDA 34474 SUOSTRATCBYOTtIERS �„ _ ._.__._ '_` WWW.CWS.CC SEE TABLE t -- EMSEOMENT SEALANT BEE TABLEI MM- EDGE DIST. 8100 pvc BY INSIALLER ` SEE TABLE 1 NSIDEAND OUT ...._... ___. __. ... .<.._..L.�_.._.. _ SINGLE HUNG SEALANT BEHIND I SEE TAKE INSTALLATIOFl ANCt4Of? � ._._..... _.�. i IMPACT FLANGE BY INSTAL LE R L___ 1!4' MAX. SHIM to cm c --"PERIMETER SEALANT F _." BY INSTALLER [[[` INSTALLATMANCHOR ---".._..___..._. ` "WEAND, OUT SEE TABLE t , L..__.___`SEALANT BEHIND FLANGE BY INSTALLER CONTINUOUS DOUBLE 3118' BEADS OF B „_HORIZONTAL SECTION TFIELI91-AZE UT800 SEALANT AROtMD T1 PECAt. JAL AIKJiCRAC1E PERIMETER AT ALL INDICATED POINTS 0 BETWEEN FRAME AND BUCK BY INSTALLER. { r IW MAX. SHIM ! 17 SEALANT BEHIND .....�� FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE. t MIL EMBEDI SEE TABLE t ( .................._....."1 -.-MIN. EDGE DIST. SEE TABLE I A , VERTICAL. SECTK1f'f TYPICAL SILL AtFIC7RAGE TABLE I; APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE Mik. EfABECTA4ENT Mik. EOOE DIST, CONCRETE (2.0 KSI MIN.) 3'16' ITW TAPCON 1.112" 1-118, HOLLOW OR GROUT41LLED CMU (117 PCF MIN4 3116" fTW TAPCON i' 2" C04C:RETE (2.85 KSI MIL.) 3'16" ELCO ULTRACON 1' 1" GROUT-FIL ED C2.MU(ASTM C-90) 3116' ELM ULTRAGON 1.1/4" 2.112" 2X MIN. SOUTHERN PINE (G -0.5S) OR O ULTRATAPOON OR EL(X) ULTFiACON 13'8' 718" 2X MIN. SOUTHERN PIiE (G>0.55) 010 WOOD SCREW 1-118" 7/8' 16 GAUGE (0mn MIN. STEEL STUD (33 KSI YIELD MIN) 010.16 HILTI KWIC -FLEXOR IfW WKS SELF -DRILLING SCREW Ftil THREAD THRt10.060" T116 1/8" ALUM. (608315 WL) OR 1/8" STEEL. (33 KSI MIN.j 010 GRADE 5 SELFTAPPINGI DRILLING SCREW FULL THREAD THRU 0.125" 7,16 PERIMETER SEW ANT ... ...- �._� BY INSTALLER INSIDE. AND OUT ! C ,FtORIZONTAL SECTION �,6" , BOX FRAME INSTALLATION HEAD AND SILT. SIMILAR FOR BOX INSTALI.ATKNN FLANGE REMOVAL NOTE; PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 114` FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 4/11/2015 LUCAS A. TURNER, FL, PE 9 58201 1239 JAEIARA AVE. NORTH PORT, Ft 34288 PH. 941.380-1574 INSTALLATION DETAILS 1`$R ""-`_ _' BAT 06(16112 vw—"- CWS-812 B SHEET 12 601`6 Florida building Code Online Page l of 2 SCIS Nom* LN In : UW R"istrabtln Hot ioVkS i Submit Sur&large t Stats & FaCtS Pub;iLabOM FEC Staff j $C:5 So Map ! Lkft I Senn }rnAA0.1CDE.v��ii�"`i?G'.t'q ll1.yi�sitnes It.;) i1 Approval I 2008 ASTM E1300-04 l*P.'vPubl Public ;35tr fess ASTM E1886-05 2005 �j} R ulatiori 2009 Pro+vct Anarovai Menu > Pr LKk or Aon-icrtT^ 9.r -,h > A= i. at. n .ter > Application betaii ✓ �, 3 J 3S i i FL # FL16735-R1 Application Type Revision a `ptt 11 ! Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekossocws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative )ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 )iathrop0cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE A Validation Checklist Hardcopy Received Certificate of Independence FL16735 RI COI EvalReo CWS -8678 (HS -8200. 74x63. WZ3. IMP).odf Referenced Standard and Year (of Standard) Standard YAW AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By https://floridabuilding.org/nripr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fTZm6Tk4Y... 9/9/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/1612015 Date Pending FSC Approval 04/19J2015 Date Approved 06/2212015 Page 2 of 2 Pi. # Model, Number or Name C 16735.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, Impact, 74" x 63", XO or Ox. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: -SO/ -50 Other: Large Missile "D", WZ3, DP +/- 50 psf. Glass complies with ASTM E1300-04. Installation I i-16735 R1 II OWS-8678 (HS'8200, 74x63. WZ3, jMP)-vd± Verified 8y: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL1b73S R1 AE EvalReo CWS -8678 iHS-8200. 74x63. IMP) odf Created by Independent Third Party; Yes 1b 7 35.2 ; HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, impact, iii" x 63", XOX. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Large Missile "D", WZ3, DP =/- 50 psf, Glass complies with ASTM E1300-04. Installation I . FL15735 �5a._.%._ CWS Verified 6y: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports f-IU34._-1— E eP_CWS-868B iHS 8200, i11x6'z WZ3, IMP).odf Created by Independent Third Party: Yes Bade fleiti -.n act -hc :: 1tJ40 North hb^;pe Street, Taliahass<a f 92399 Phone; 854-4$7..4$24 The State of Florida 15 an AA; EEO employer. C+v>n,-,rdht 2OQ2-2013 State of Florida...: Privacy Statement ;: _ cciissibil:ty St aerner, :: Refund statement under Florida taw, email addresses aro public records. If you do not want your e-mail address released :n response to a puNic-records request, do not send e.actroniC mall to this entity, instead, contact the office by phone or by traditional snail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, B.S. must provide the nepariment with an email address if they have one. The emails pmvideo may be used for oftial communication with the kensee. However erne l addresses are public record. If you do not wish to supply a persona, address, oiease provide the Department with an email address which can be ym.�a�dIMe available to the public. To determine if you are a licensee under Chapter 455, f.$., please tligt S, Product /Approval Atceptv NONE Credit��rd https:Hfloridabuilding.org/pr/pr aPP_dtl.aspx?param=wGEVXQw-tDqu8obl%2flZm6Tk4Y... 9/9/2015 64 1'4' MAX. FLANGE HEIGHT HORIZONTAL SLIDER - LARGE MISSILE IMPACT 76 I/4" MAX. OVERALL FLANGE WIDTH -- 74' MAX, UNIT WIDTH ---___. .._. -_... € f �✓ O 63' MAX. UNIT L EIGHT SB iJiB" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & BOAC_ ANCHOR SCHEDULE & NOTES .......... 4 INSTALLATION DETA€LS.............„........,..5 t € f € 8 t � S S t D E S D D , 1739 A39GLASS DLOMB` MAX. SASH WVtH --+i '1906161 MAX. SASH HEIG14T MAX. UNIT SIZE I DESIGN PRESSURE RATING 74” x 63" +/- 50 PSF GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED £ '" - Grt3jUsys "4 (� TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT SYSi(JE` $ .. EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 19W SW 44TH AVE. USE AS DEFINED IN ASTM E 19996 PER THE FBG, OCALA, FLORIDA 34474 WWW .CWS.CC THIS MOUCT M&Y NOT OE USED IN THE HIGH VELOCITY HURRICANE FL PE 0 58201 ZONE tkiyHZ] OR IN ASTM E: 1396 WIND ZONE 4 AREAS 1239 JABARA AVE. a�ifrV�1t f��/ C 8M PVC 2. GLAZING OPTIONS: (SEE SHEET 2) HORZ. SLIDER 3. CONFIGURATIONS:'OX','XO". IMPACT 4. DESIGN PRESSURE RATING: GENERAL NOTES AND -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND u� v GLASS TABLES ASTM E-1300-04_ DRAWN BY. DATE: -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER ADE 10/10/13 INFILTRATION TEST PRESSURE AND GLASS TABLES Cr D ASTM E-1300-04. _....._... W .. 5. ANCHORAGE: THE 33 V3% STRESS INCREASE HAS NOT BEEN USED W < IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR C0 DETAILS. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD Z 0 ANCHORCALCULAT€ONS. F- 6. PRODUCT APPROVED FOR IMPACT RESISTANCE.. SHUTTERS ARE NOT �v wC� Z O REQUIRED. THE €MPACT RUTARY LOCKS ARE INTENDED TO BE LEFT w 4 w UNLATCHED DURINGNORMAL OPERATION OF THIS PRODUCT, BUT ° a MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w FLYING DEBRIS. 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT W v D USED AT FIXED MEETING RAIL AND HEAD/StLL. to S. SERIES / MODEL DESIGNATION HS-8200.plk -....-....-.—_---...___ _. ... tt 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X OPERABLE FIXED y%*�- tO Wt Gryri E N - SASH. O - SASH ti."U�•`,o 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SMLAH w �: " 14. 58201 LOCATION. f S # w i� I1. EXTERNAL WEEP SLOT - IA' x t' LOCATED r FROM BOTH ENDS. +c9_. STATE OF 'r-'DNA%-�i.V M`!+iliitutlt Lucas A. Turner 2015-04.11 x 15:16-04:00 4/1112015 LUCAS A. TURNER, P.C. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DE5CRIPMA: GENERAL NOTES AND ELEVATIONS DRAWN BY. DATE: ADE 10/10/13 IMPACT RATING owar. REV: LARGE MISSILE IMPACT a �A`�Lb: SHEET 1;15 1 OFS SECTION A -A 4 to 1NTERK)R SECTION B -B ___.__.....___..._.......__........_ NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR. I SECTION D -L' ALTERNATE FIN FRAME. ....-... HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 381 ■ a 1 - ti FIN FRAME ONLY, JAMB IMPACT HOOKS ■ OR ROTARY LOCKS X LOCATED AT THIRD POINTS a ` n 1 ■1 •F HEAD IMPACT HOOK AND JAMB IMPACT HOOKIROTARY LOCK LOCATIONS 120 SECTION VIEW C -C ALTERNATE JAMB ROTARY LOCKS MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY DURING HURRICANE CONDITIONS. -l/8' OVERALL -+ — IV ANNEALED IEMPFRED 7/16' AIRSPACE ,.._x._.___....&16' LAW GLASS TYPE A 1:1 ammam-ifo 1906 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.Cc 8200 FVC HORZ. SLIDER IMPACT 4111/2015 LUCAS A. TURNER. P E FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AND GLAZING DETAIL DRAWN BY: I)AnF .._ ADE 10/10/13 DWG. CWS -467 B SCA, rNE --. SEr 1'2 2OF5 tl8' ANNEALED — JU DUPONT PVB 94TERLAYER IV ANNEALED i PURFECT GLAZE SIKAFLEX 552 ICY GLASS BITE GLASS TYPE A 1:1 ammam-ifo 1906 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.Cc 8200 FVC HORZ. SLIDER IMPACT 4111/2015 LUCAS A. TURNER. P E FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AND GLAZING DETAIL DRAWN BY: I)AnF .._ ADE 10/10/13 DWG. CWS -467 B SCA, rNE --. SEr 1'2 2OF5 VENDOR Keymark Keymark KePy lark X'. Mikron Mikron Mikron Mikron Summit Team Plastic Atlantal Daps Altmetal Schnee Frankt..owe Ultrafab Fasten! Eastern( M&M MATERIAL9i4" Alun L........ . . Alum d\6 Alum PVC z r11e� to PVC _ 6. PVC PVC f PVC PVC FRAME FLANCi( ]64 PVC FRAME FIN -6048 j----23/16' , i5rt6 X13:16` -t Rubber RcdlFoml [ - I Sir 1 516" 1 S16" Nylon 116" vl6" vls Silicone Rubbet PVC SASH MTG. RAIL -6050 PVC. SASH SINE RAIL•605 t PVC, SASH TOP 8TM RAIL -6052 Steel Steel "n Interlock V, 3:16' PARTS UST ITEM PART It DESCRIPTION I H-1497 Feint. Sash Meet. Rail 2 1+1699 Reinf, S.B.RJS.S.R. 3 H-1836 Meet, Rao, Fxd. 4 H4052 Sash ToplBot. Rail 5 WSW Main Fr., SH, wt Fin.. PVC 8 H-6050 $ash Meet. Rail, PVC 7 H6051 ash Side Rail, PVC 8 WSW Win Fr., SH, wifig., PVC 9 P3029 Screen Pull Tab 10 P-3033 Screen Spring, SS I I P-3113 Screw Supputt, PVC 12 P-3218 Screen Frame 13 P-3228 Screen Spline, .155 Dia.. Blk, 14 P-3321 Screen Frame Comer Key 15 P3342 Seam Seater, SM -5504 16 P-3352 get. 81k., 85 Dur.. 118" x Sr8" x 2' L9. 17 P-3429 Wstp.. 0.270 x .187 back FinSaal, Gray 18 P;3511 #8 x5:`8" SC IUARE TE:K 2 Ann 19 P-4730 98 x 1;2' Truss PH TE:K 2 Zinc 20 P-3752 Car Plug, 112" Hole P-3783 of 21 P,5250 Sprang Lock, Impact, PVC 22 P3804 Rollor, random 23 P-4051 08 x 1 114 Ph FH TFK, Whi. 24 P-40769 keeper, Impact, PVC 25 P-4479 Weep Cow w! Flap 26 P-4638 #8 x 2 112 Ph Truss SMS 29 P-4%9 Wst.. 0.420 x .187 back PmSeal, Gray 31 S-1112 Pleinement 32 S-1498 Reint.5.6.R.l&&R. 33 S-1577 Fra". Hook, PVC Impact 34 S-1776 Etter Track 35 S-1999 Frame Hoak, Road. Impact 36 S-2000 Panni Catch, Head, Impact 37 S-61Mi5 Anti Lift 38 S-6013 Scm- Adapt., wr` Nib, PVC 39 S-6014 Scm. Adapt.. PVC 40 S -6M Fixed Rail Carer 41 S-6064"�azttlq Bead 42 GLASS 8 E SHEET 2 43 Aurioct Glaze 'H'. SikaFtex 552 44 P-3539 #R x 314" Square PH Tek, WN. 45 P-4958 Rotary Lock 46 P-4633 832 x 112' Barrel Fastener 47 P-4952 Keeper, Rotary Lock VENDOR Keymark Keymark KePy lark X'. Mikron Mikron Mikron Mikron Summit Team Plastic Atlantal Daps Altmetal Schnee Frankt..owe Ultrafab Fasten! Eastern( M&M MATERIAL9i4" Alun L........ . . Alum d\6 Alum PVC z r11e� to PVC _ 6. PVC PVC f PVC PVC FRAME FLANCi( ]64 PVC FRAME FIN -6048 j----23/16' , i5rt6 X13:16` -t Rubber RcdlFoml [ - I Sir 1 516" 1 S16" Nylon 116" vl6" vls Silicone Rubbet PVC SASH MTG. RAIL -6050 PVC. SASH SINE RAIL•605 t PVC, SASH TOP 8TM RAIL -6052 Steel Steel "n Interlock V, 3:16' M&M Nyksn F:astenul Steel Interlock Tr8 tlt6' MRM "n Ajax Steel €Atrafab 11!2' i 1 tf6' Keymark Alum Keymark Alum KeymarK Alum Keymark Alum Y Keymark Alum Koymark Alum .�-. Mik ren PVC— Mikron PVC Mikron PVC Mikron PVC Mikron PVC CARDINAL GLASS Henkel 1 Sika Silicone Fastenal Steel Interlock Interlock tntertock / V, 3:16' 01 16 1 0! �r " I l;'t6" I Tr8 tlt6' ROLLER TRACK - 1776 ... PLAN VIEW -1577 FRAME IMPACT HOOK -11577 PLAN VIEW I" l 6" PLAN VIEW -2606 (t.INE ITEMS NOT USED] NOTE ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED. 27-28,30 f 15+16' I. t - �Y 7t6 -I .. ills" 1 . HEAD IMPACT HOOK• 1999 �d,-,2S 3116• J i...__life' PANEL IMPACT CATCH -2M 21W - ING, FIXED RAIL - ISM PVC FIXED RAIL COVER - 6FMs3 stn" 1---{ F SASH MT1C3. RAIL -1497 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) IS i 9/V Id,IVIIIIVlIIVV,Irr FIXED MEUFM RAIL. SCREWED T09ETHER W ITI-i OUTEFfRA * 1:8 314" 15(16 IItC 5ASI4 REINF. - 1699 Ills' -• t 114 -i :�* air,• 0! �r " I l;'t6" 117 S.B,RJS.S.R. - 1496 ROLLER TRACK - 1776 PLAN VIEW I" l 6" PLAN VIEW -2606 (t.INE ITEMS NOT USED] NOTE ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED. 27-28,30 f 15+16' I. t - �Y 7t6 -I .. ills" 1 . HEAD IMPACT HOOK• 1999 �d,-,2S 3116• J i...__life' PANEL IMPACT CATCH -2M 21W - ING, FIXED RAIL - ISM PVC FIXED RAIL COVER - 6FMs3 stn" 1---{ F SASH MT1C3. RAIL -1497 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) IS i 9/V Id,IVIIIIVlIIVV,Irr FIXED MEUFM RAIL. SCREWED T09ETHER W ITI-i OUTEFfRA * 1:8 314" 15(16 IItC 5ASI4 REINF. - 1699 Ills' -• t 114 -i +* 374' I1... 1 " I l;'t6" v16 S.B,RJS.S.R. - 1496 ROLLER TRACK - 1776 41 t; PVC Gt.AZEBEAD - WM GLAZE BEAD - it 12 11!2' i 1 tf6' 3r6"1 6116• IAO - it - lflb" PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - SM -tst6 Srf6' { i t 16"61 PVC SCREEN SUPPORT - 6014 �...Niel ...-.._..._......... 3.._.,.._ ....... ......y y..J..,,.,, ur SCREW SUPPORT ,9113 amid 1900 SW 44TH AVE. OCALA FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT No 543204 '� • 1y a' 9': STATE OF .x -:It' 4!11!2045 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 BEET F> TION: BOM AM EXTRUSIONS DRAWN 67: GATE: ADE 10/10/13 owe 0. REV.: OWS-867 B SCALE: SHEET 1,2 3 OF 5 121"r kw. O.C. (TVP4- 6- MAX, (TYP.) t 6' MAX (TVP.)— k". 0.0 TVP.)--- k".0.0 V r (TYP. r (ryP. j-- SEE NOTE 2 ANCHOR LAYOUT-LFLAN,-„,NQEI -__. INSTALLATtCN ANCHOR (TYP.) 4' MAX ( . -rO.C. ETYP i 4- MAX- (TYP.) - 1 AIX MAX O.C. (TYP.) = V ANCHOR LAYOUT _ (FINI INSTALLATION ANCHOR ANCHOR(TYP.1 NOTES: 1, INSTALL ONE. ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN V16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED EN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. AL.I. INSTALLATION ANCHORS MUST BE. MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED I4 TABLE 1, SHEET 5, 6, ANCHOR EMBEDMENT TO SUBSTRATE SHALE_ BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRE;IEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1 X WOOD SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL. BE. MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL S. WOOD OR MASONRY OPENINGS. BLOCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE 1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS' FMAeAAMA 100(FIN WINDOWS), FMA%AAMA 200(FLANGE WINDOWS), FMAtWDMA 250(BOX WINDOWS), FMAiAAMA.WDMA 300(EXTERKOR DOORS1 Z�MA WINDOW SYSTEM rb 1800 SW 44TH AVE.. OCALA, FLORIDA 34474 WWW.CWS.CC 82©0 PVC HORZ. SLIDER IMPACT z.� 4111!2015 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DF.SC:RIPTM ANCHOR SCHEDULE AND NOTES DRAWN BY. DATE' ADE 10110113 5wa # HEV.. CWS -867 B SCA -F SHEET 1:20 4OF'5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT .._ BYINSTALLER INSIDE AND OUT SEALANT BEHIND - RANGE BY INSTALLER INSTALLATION ANCHOR SEE'TABLE 1 SEALANT BEHIND FLANGE BY INSTAL LEP PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUIRSTRATE. BY OT1£I SEE. TABLE I MOIL T BEESUBSTRATE THERS Ilk EDGE DIST. 114' IMAX Sm SEE Tl t EE TAKE i I MIN, EMB EDR (T d �1uu��, 1v{Mi. EDIlE DIST SEE TABLE I SEETAIRE 1 ..___._ _._....1 INSTALLATION ANCHOR ---+ SEE TABLE: i 114' MAX SHIM / PERIMETER SEALANT BYNSTALLER INSIDE AND OUT �'-------SEALANT BEHIND FLANGE BY INSTALLER HORIXONTALSLCTKIN 5 TYPrAL. JAMB ANCHORAGE. V4" MAX. SHIM 1 MIN. EMBEDMENT - SEE TABLE 1 i MIN. EDGE DIS 4. SEE TABLE I A\) VERTICAL SECTION L 5 : TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 1'4' MAX SHIM --.1 SUBSTRATE BY OTHERS SEE TABLE I VVINDOYV SYST"L 19M SW 44TH AVE. OCALA, FLORIDA 34474 WwwzvIB.CG 8200 PVC HORZ. SLIDER Pact .n v i-: w Lv�d on w Cor; w ¢ 1Y3 s _. ... . _------- ---- .. to Z s o Ira p w .. La tt a bt fu ���°p�U4�1t`C1k ... r�ki 4yr���„� •`S � E � v Nn 58281 L�'i�� STATE OF _Q SEE TABLE. I Ilii L_....._.PERINETER SEALANT BY INSTALLER INSIDE ARID OUT ._.__..... _..._ _.._... ._._..... INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND _. _..... FIN BY INSTALLER H raONTAL.SECTION 6 TYPICAL FIN ANcHoRAOE HEAD AND SILL SIMILAR FOR FIN INSTALLATION TABLE f: APPROVED NSTALLATTDN FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. 1'LANGE CON 10ETE. (2.0KSI MK) 3?f6" ITW TAPC..ON I-tr2° t -lib" LANCE: IfOLLOW OR GEOUT-F CMU 117 PCE M�.t ( IiW TAPGON FL PE # 58201 I - )lAlw'sE. � i,�f}Nl,F1E tE 'd.t15 Ka[IJF)Ytl. L oe�' ���� ��� .� .. �.� ���. �. �. ��� � . p FIANCE OFKJUT-FI.It('S CMU AgIEO ( 3/ IS' 6' ELCO ULTRACON 1-114" 2-V2" FLANGE 2XMIN. SOUTHERN PINE (G-0.55) 3118' TIW TAPCON 1.35' 7t8" UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: OR ELCO ULTRACON ADE 1010113 MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED hANOE 2XMIN. SOUTHERN P14E (G=0.55) #10 WOOD SCREW 1.3x8' 718' FLANGE 16 GAUGE (0.0817) MIN. STEEL STUD I10-16 HILTI KWIC -FLEXOR ITW FULL THREAD (3,9 KSI YIELD MIN) TEKS SELF-ORI.LIIG SCREW THRU 0.06Q" 7l1S" FLANGE 1/8" AL€.kQ. (6069-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING,, FULL. THREAD 118" STEEL (33 NSI MIN.) DRILLING SCREW THRU 0,125' FIN 2XMIN. SOUTHERN PINE (G-0.55) 88 WOOD SCREW 1-1'2 112" MIN. EDGE DIST. SEE TABLE 1 1'4' MAX SHIM --.1 SUBSTRATE BY OTHERS SEE TABLE I VVINDOYV SYST"L 19M SW 44TH AVE. OCALA, FLORIDA 34474 WwwzvIB.CG 8200 PVC HORZ. SLIDER Pact .n v i-: w Lv�d on w Cor; w ¢ 1Y3 s _. ... . _------- ---- .. to Z s o Ira p w .. La tt a bt fu ���°p�U4�1t`C1k ... r�ki 4yr���„� •`S � E � v Nn 58281 L�'i�� STATE OF _Q SEE TABLE. I Ilii L_....._.PERINETER SEALANT BY INSTALLER INSIDE ARID OUT ._.__..... _..._ _.._... ._._..... INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND _. _..... FIN BY INSTALLER H raONTAL.SECTION 6 TYPICAL FIN ANcHoRAOE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 7 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT... - / 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT- PH. 941.380-1574 p,.HORIZONTAk- SEGTIE&N _. _. BOX FRAME INSTALLATION SHEET 04:SCRPIRRN " HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, IORawN BY. DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 1010113 MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED �wa r: REV: INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. [ CWS -867 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS is3cALe SHOWN FOR FLANGE. WINDOWS. SHEET 12 SOF5