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HomeMy WebLinkAboutWINDOW PLANSPICTURE WINDOW - LARGE MISSILE IMPACT 371M- MAX. OVERALL FLANGEWIDTH 3 MAX.IT UNIT WIDTH ;1 13I16" GLASS DLO A — _—_--- I— BI I I I I I 0 C I I ERAL I I "GE IGHT I I I I O MAX UNIT HEIGHT I I I 6713116- GLOSS I I I I I I I I I I L — _ -- TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 ARCHITECTURAL SHAPES...................2 SECTION VIEWS & GLAZING................3 EXTRUSIONS & B.O.M...........................4 ANCHOR SCHEDULE & NOTES ............ 5 INSTALLATION DETAILS.......................6 A A� 1 fi 0 OTI LU o a N UJ � o LLI z U a LU J GENERAL NOTES' - lr �%C�...nlSm. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED W�IN(�(DO�W((S //YSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC), CURRENT E. 190DSW 44THAVE. 190DS EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT FLORIDA ALA, FL RI USE AS DEFINED IN ASTM E 1996 PER THE FBC. W Cc THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE 8160 PVC ZONE IHVHZI OR IN ASTM E 1996 WINO ZONE 4 AREAS. 2. GLAZING OPTIONS: (SEE SHEET 3) PICTURE WINDOW 3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE IMPACT NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4DESSSURE RATING: -NEGATIVE IGN EDESIGN LOADS BASED ON, TESTED PRESSURE AND FGF O V woci GLASS TABLES ASTM E-1300-04.O1N9. O ZNZ -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER AND GLASS TABLES Z (Y _ Ok02m ASTMTE1300-04e01/09RESSURE O U �$O O O 2 U U3I R 5 ANCHORAGE: THE DESIGN OF THIS PRODUCTS SEE SHEET FOR ANCHOR SE HAS NOT BEEN USED Z O,jw ZOU6 TION FACTOR Ctl=1.6 WAS USED FOR WOOD ANCHIOR CALCULATIONS. < Q , j is o z_ 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w LL w p w m w REQUIRED. m ?xNa 0ONh w p > 7. ALL FRAMES ARE FULLY WELDED. p a wF a ¢ $ wa, &. SERIES / MODEL DESIGNATION PW-6150. P�yc.RE SFrORy'i� 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 = FIXED SASH, , JV No 58201tm9� 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. :9_t._ STATE OF JWp` MAX. UNIT SIZE DESIGN PRESSURE RATING I IMPACT RATING 36" x 72" 1 +/_ 60 PSF I LARGE MISSILE IMPACT Lucas -'4-'1/NAL v, t. ��1,1R11ILLtt Turner 2017-08-30 17:08+20:00 X� 8/29/2017 LUCAS A.TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS EMK 10/06/14 WGV. CWS-1032 B ° SHEET 1:15 1 OF 6 1 0 I (Z> FULL ELLIPSE LOVALI FULL CIRCLE 112 CIRCLE 114 CIRCLE OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES 1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME- MASONRY, WOOD OR METAL OPENING. THRU FIN -WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT Q ? aZ5 wO wwpci 0 3Ng 0k oFo <"' KW Ziy z j— Z F U N OZUZDOJ SOZ OWSO "Op U ?Nwwn4W n.wo- w 0 K L W N No 56201 i STATE OF zz 8/29/2017 LUCAS A. TURNER, P.E. FL PE M 58201 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380.1574 ARCHITECTURAL SHAPES EMK 10/06/14 NGC E .: CWS-1032 B SHEET 1:1 2 OF 6 • WINDOW STSTEMS IMERIOR 19M SW 44TH AVE. OCALA. FLORIDA 34474 WW W.CWS.CC 7 8150 PVC 10 10 PICTURE WINDOW IMPACT < z � QZo ci 7 0 FFyg o{{k{{CCCC DO 5 8 11 11 �6 6 Z ZTMwoo O OI-O Qa rK N_y2 FvJ 6. m SECTION VIEW B-B O O, ] Vj _ j D w 3 2ZQOOZZOwimoz F�Fll01~/lU�0fl1 ]/B' OVERALL W 00N— y p W in W 11 311fi'ANNEALEO a _id MOAN 3I8'AIRSPACE R S WN 5/18• LAMINATED R 10 1 118" ANNEALED ` p�1+710REty 2T 4� .19E DUPONT PV8 INTERLAYER y;OENSFGR'G�'.� 'v •S 118" ANNEALED No 5820t ;A . .t- IMERIOR 9 S7ATE OF .'4l: -10 PURFEOTGLAZE'H'ORSIWIFLE%552 �pPS ...... OHO 10 1 gS�ONA —' ry 11 1@' GLASS BITE B 8 zL Q 8/29/2017 4 2- �� �D C� LUCAS A. TURNER, P.E. FL PE 9 58201 0 1239 JABARA AVE. NORTH PORT, FL 34288 T OQOQ PH. 941-380.1574 0� SHEET DESCRIPTION: SECTION VIEW A -A ALTERNATE FIN FRAME SECTION VIEWS AND Q GLAZING DETAIL DRAWN BY. DATE'. EMK 10/06/14 1:1 WG# RE ,: CWS-1032 B B A SHEET 12 3OF6 x 518" x LINE ITEMS NOT USED: 9 2 PVC FRAME, FLANGE - H-6049 3116" o - -o SCREW SUPPORT - P-3113 PVC FRAME, FIN - H-6048 Lib" 718" 11116" PVC GLAZING BEAD - S-6064 CORNER SCCALEE EL1ALL SIDES) I:B i 5118" 718" L 1116" PVC FILLER, SASH STOP - S-6025 1900 SW 44TH AVE. OCALA, FLORIDA U474 W W W.CWS.CC "" PVC PICTURE WINDOW IMPACT Ne 58201 k STATE OF 8/29/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 3428B PH. 941-380-1574 BOM AND EXTRUSIONS I EMK 10/06/14 WGM CWS-1032 B SHEET 1:1 40F6 SCANNED BY GENERAL NOTES: AWNING -LARGE MISSILE IMPACT ( w0.Lw�Lq 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC), CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OCALA. FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC DEFINED IN ASTM E 1996 PER THE FBC. 42T C MAX. OVERALL FLANGE WIDTH 8450 PVC 2. GLAZING OPTIONS:. (SEE SHEET 2) 48" MAX.UNIT WIDTH AWNING 46' MAX. SASH WIDTH OUTSIDE, 3 ODRATIONS: ALL WINDOWS ARE OPEN FROM BOTTOM TO IMPACT 41112" GLASS OLD - - - 4. DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ Z � y Z is . GLASS TABLES ASTM E-1300-D4e01/09. z w � oo ¢ k z w -------------- - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TO zoz OS- INFILTRATION TEST PRESSURE, AND GLASS TABLES <wi `5 ¢�¢ 2 ASTM E-1300.0401/09. O OF-OU Qwoo - ---P `-- -- 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN O OWNza I- rn a. THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR INSTALLATION O 0 02" D Do — DETAIL. oo.0 DETAIL. WIND LOAD DURATION FACTOR CA=1.6 WAS USED FOR WOOD o W O € O z / \ ANCHOR CALCULATIONS. Z B OO�TJ�S22 B 4 5 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE K Z U) D� N 0O N F a 1/2, NOT REQUIRED. a. Z-OU aa02W GLASS K W W w MAX. ,l[` OLD 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC o_ a a UNIT VENTS FULLY WELDED. 4.....nu.y4T HEIGHT 6 8 , �P. ......... q I 5 joREtV B.SERIES/MODEL DESIGNATION AW-8450. y y\ 5 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: No 5e20H'•P D X = OPERABLE SASH ' I 6 Er, ♦ _i 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR %94, STATE OF .01 I LOCATION. ' 0,t�ti:.0 O o IOP•�24.' TABLE OF CONTENTS GENERAL NOTES B ELEVATI ONS SECTION 8 GLAZING...2 EXTRUSIONS & 'O.M..........1 ANCHOR SCHEDULE 8 NOTES ............ 4 INSTALLATION DETAILS 5 JAN 2 9 ?ojq LUCAS A. TURNER, P.E. LucasTurne 01 FL AVE.12FL JABARAABARA A r NORTH PORT, FL 3428B PH. 941-380-1574 2017-09-22 SHEET DESCRIPTION 12:01-04:00 GENERAL NOTES AND ELEVATIONS LOCATION I MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 48" x 36" +/- 65 PSF LARGE MISSILE IMPACT HVHZ +/- 67.5 PSF AIDE 05/05/2007 uG u CWS-163 D "" SHEET 1:10 1 OF 5 � V(�IN.LU• SYSTEMS IL%� WINDOW SYSTEMS 1900 SW 44TH AVE. 4 4 6 3 0 OCALA, FLORIDA 34474 INTERIOR W W W.CWSOC 3 1 0 3 3 8450 PVC e ® ® AWNING p 1 1 IMPACT �,m e F Z "C) ow 0 W J 0 4 16 5 6 4 a w zOzz�ok � - 10 If FW>ZS 6 Illl O 2 Z O Z S K < W O 0 010U QSI-K 10 9 18 3 U 0 Un�O-hNR 5 U 6 D i6 ie 9 101 0 di 3 ZU ZOWU ®-� SECTION VIEW B-B O���z- 0 1ttSi w p0R'V10W Nw Z41W OJNF- ME o w�0 mi a r w tt3aN INTERIOR ,0 . OREtV N ....•'• 718" OVERALL % 118"ANNEALED or TEMPERED �- No 56201 -.13 •� 7H6" AIRSPACE�'P 1 � Elf fi" LAMINATED OT, STATE OF :�10? 1 118"ANNEALED ORIQP'G�=F, ,Y�hsr,Ypryn;Ea`A� 7II .09D DUPONT PVS INTERLAYER II I)W ANNEALED QUANE% DURASEAL IS SPACER 4 PURFECT GLAZE"H" ®� zz U 112"GLAS6 BITE 6 9/27/201] p JD 8 p O LUCAS A TURNER, P.E. FL PE # 55207 6 I 1239 6 RTH PORT, PAVE. NORTH PORT. 34288 1 rT -1 PH.941-380-1574 SECTION VIEW A -A ALTERNATE FIN FRAME IIIV`, 1:1 SHEETR SECTION VIEWS AND IIII GLAZING DETAIL � DRAWN 9Y OATE. AIDE 05105/2007 DWG11 E .. SETTING BLOCKS PER FBC 2417.3.3.1 CWS-163 D ITEMS NOT SHOWN FOR CLARITY: $°� SHEET 22,25,33,38,42,4gAB,51-56 1:2 2 OF 5 4 PROFILES ARE 6063-T6 UNLESS OTHERWISE NOTED. PVC FLANGE FRAME H-6030 2 5116' 8 O 7 6 21/4" y 0 PVC SASH H-600B n 1 5116" 1116" SCREEN RAIL SIDE/BTM H-1592 PVC FIN FRAME H-6030A 3116" 46 718" PVC GLAZING BEAD S-6064 ]116' 5 tlt6" COIL, .05 X .437 P-4050 FRAME AND SASH CORNER CONSTRUCTION 1 $ CORNER WELD (ALL SIDES) 1'.B 9" 12 1 5I16' i116" J� SCREEN RAIL TOP/SIDE H-1593 3/4"� 1/te" 10 J- 118• SASH REINF. SA505 Ill"--D JIt 6"ln3„ 5 i SCREW SUPPORT P-3113 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8450 PVC AWNING IMPACT szom W T W O = mm No 59281 Y STATE OF zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 05/05/2007 DW. R V. CWSA63 D s ALe, T SHEE 1:2 3OF5 12' MA>. O.C.(TYPJ 6" MAX)(TYP.) 6" M (TYP.) ANCHOR AT MIDPOINT (TYP.) 6- MAX. OC r SEE NOTE VMAX. (TY II 6" MAX (TYI ------------------I I I I I I I I I 1 ANCHOR LAYOUT - (FLANGE) —INSTALLATION ANCHORS TYP. 8" Mo. O.C, (TYP.) ANCHOR LAYOUT - (FIN) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8450 PVC AWNING IMPACT a O? � <Z5 WO zOz O-9iz aCS O OH-O �ww00 ZO U't;oo.Fv~ia. 3 OZOwZ06.O X¢¢}}20IOZ pFy��O� ll M X W�WTR a , D. LL N. 50201 i STATE OF LNOTES: i -••noun... NSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. _,HIM AS RED'D 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'. RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z'L 3. ANCHOR TYPE. SITE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 9/22/2017 LUCAS A. TURNER, P.E. FL PE 458201 1239 JABARA AVE. 4. ALL 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 PROTECTEDT PREVENT REACTION. LL 5. INSTAATION AN HORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TAB E1„SHEET 5. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1% WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, sHSET DESCRIPTION, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENT -TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. oanwN er onTe S. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ADE 05/05/2007 owcw RE¢. CWS-163 D 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVOMA 250(80X WINDOWS), FMA/AAMAANOMA 300(E%TERIOR DOORS) 6 1:12 $HEFT 40F5 MIN. EMBEDMENT SEE TABLET SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS 114" MAX. SCS��NTSEHIND TABLE 1 MIN. EDGE DIRT. SEE TABLE 17/ SUBSTRATE BY OTHERS p� MIN. EDGE TABLED1 SEE TABLE 1 L( MIN. EMBEDMENT SEE TABLEI INSTALLATION ANCHORPERIMETER SEALANT SEE TABLET BYINSTALLER INSIDE AND OUT'SEALANT BEHINDJW' BY INSTALLER p . MAX. SHIM,LANGE R SEALAb LER OUTEHIND LJ FLANGE BY INSTALL INTERIOR 0 HORIZONTAL SECTION INSTALLATION ANCHOR 5 rypICAL JAMB ANCHORAGE SEE TABLE 114" MAX. SHIM SEALANT BEHIND FLANGE BY INSTA SUBSTRATE BY OTHERS SEE TABLE UBSTRATE I MIN. EDGE pIST. SEE TABLE 1 'ALANT UNDER SCF A VERTICALSECTION —AD BV INSTALLER 5 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBS RATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2C KSI MIN.) 3116" LIW TAPCON 1" 1-1IB" FLANGE ROLL W OR GROUT{ILLEO CMU (117 PCF MIN.) 3116" RW TAPCON V 2" FLANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON FLANGE GRO -FILLED CMU (ASTM 0-90) 3116" ELCO ULTRACON 1-1/4" 2.112" FLANGE 2X MIN. SPRUCE -PINE -FIR (G=0.42) 316" OW TAPCON OR ELCO ULTRACON 1-3/8" 719' FLANGE 2X MIN. SPRUCE-PINE-FIR(G=0.42) P10 WOOD SCREW 1-3I8" 718" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 H I YIELD MIN) W10-i6 HILTI KWIK-FLEXOR 0W TEKS SELF.LIRIUUNG SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 116 ALUM. (6063-TS MIN.) OR 1/B" STEEL (33 KSI MIN.) H10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0. 125' 7116" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) p8 WOOD SCREW i-112"1 71 6" MIN. EDGE DIST, SUBSTRATE 1900 SW 44TH AVE. SEE TABLET �BY OTHERS BEE TABLET OCALA, FLORIDA 344T4 MAX. WpyWCWS.CC 8450 PVC AWNING EMBEDMENTTABLE IMPACT 1 %SEALANTBEHIND ETER SEALANT Z w-'Op QkZINwNTALLER Ul ZOzOS FANDOUTW52=LLATION ANCHOR S O ABLEI O U01-0,3x,--RNTBEHIND OM2<� FIN BY INSTALLER O Z Z-p1Z2 Oz, C HORIZONTAL SECTION K xmo- 4� 9< o W p I ,- 5 TYPICAL FINANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Fa.. llY O Zvi Qu�uIIO� K ww ZNWN0 W, 2 N a NDRE",' 4�. w4,0 ' No 50201 'S 9 T.. STATE OF V 9/22/2017 JU� LUCAS A. TURNER, P.E. FL PE M 58201 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT, FL 34288 BYINSTALLER PH. 941-380-1574 INSIDE AND OUT p HORIZONTAL BECTION SHEET DESCRIPTION, 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, WN BY DATE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:ADE 05/05/2007 - MIN. 1/4" FILLET OFLONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a iAL R - INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, WS-163 D - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET SHOWN FORFLANGE WINDOWS. 1:2 5OF5 12- MAX OX 6. MAX (TYI 6" MAX (TYI ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) SCANNED St. Lucie County NOTES: INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. SHIM AS RED AT£ACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". 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. 1 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL 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 IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS30 SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, V FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. 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: FMA/AAMA IOD(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900SW 44THAVE. OCALA, FLORIDA $4474 W W W.CWS.CC 8150 PVC PICTURE WINDOW IMPACT 'a U❑ Z_ mZZrOS° ID ZOZ go - �"oLn z` i O O-OZNNIU4H'D-F Z 00❑41 ❑C)- FZo 2Opz W IL O:N❑WN N u ZTE KOsm O "0Of w D tth DL O wa N. 55201 9: �90:- STATE OF '41; 4F ORl ••�4S70N...its /-�C •rgmyyuuu -� 829/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION 1CHOR SCHEDULE AN NOTES RAWN BY: DATE: EMK 10/06/14 wa. CWS-1032 B SHEET 1 5OF6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT MIN. EMBEDMEI INSIDE AND OUTSIDE SEE TABLE 1 BYINSTALLER SEALANT BEFIIND O 114"MAX SHIM 11 FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLED SEALANT BEHIND FLANGE BY INSTALLER ' A , VERTICALSECTION TYPICAL SILL ANCHORAGE INSTALLATION SEE TABLE i UNDERSCREW MAX. SHIM MIN. EMBEDMENT SEE TABLET 114- MAX. SHIM - OTHERS MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM- �—SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL BECTION 6 TYPICAL IA' BANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16' ITW TAPCON 1-112" 1-1/8, FLANGE H LLOW OR GROUT -FILLED CMU (117 PCP MIN.) GII6" L1W TAPCON T' 2" FLANGE CONCRETE (2.85 KSI MIN.) ww ELCO ULTRACON FLANGE GROUT -FILLED CMU (ASTM CAD) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2XIMIN. SOUTHERN PINE (G=0.55) 3/16" DW TAPCON OR ELCO ULTRACON 1318" 7)8" FLANGE 2X'MIN, SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1318" 7/6" FLANGE 16 (3� GAUGE (0.069') MIN. STEEL STUD KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1Il]" illj" ALUM. (6063-T5 MIN.) OR STEEL (33 KSI MIN.) #10 GRADE 5SFLF-TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7116" FIN 2X'MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1 1-112" 7116' PERIMETER 5! INSIDE AND Ol BYINSTALLER 1 PERIMETER SEALANT INSIDE AND OUTSIDE BYINSTALLER INSTALLATION ANCHOR C HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 190D SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8150 PVC PICTURE WINDOW IMPACT Q Z 3 QZ3 F ❑wo owoo Z wJ❑ o zoiiz}Z}ZM-1- O OHOZ ZM2 wwoo Q,_rx U ow-ZO-i-ma. m ZU -0j NZ jUfO Z ZU Z LYK�>U�ZOU w NO�tNi1W M o No ao¢> w a r a ¢ a Ne BB20t a STATE OF 5—u 7 A.TU0 LUC A. TURNER, P.E. F 58201 FL PE 123H JA#RAA PORT, PAVE. NORTH PORT,FL34288 p HORIZONTAL SECTION PH. 941-380.1574 BOX 6 INSTALLATION FO HEAD AND SILL SIMILAR FOR BOX INSTALLATION HEAD AND SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14 - MIN. 1/4"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#. .. INSIDE AND OUTSIDE, FULL PERIMETER, BY INSTALLER. CWS-1032 S - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 CASEMENT - LARGE MISSILE IMPACT J 30 V4" MAX- OVERALL 391/4' FLANGE WIDTH MAX OVERALL FLANGE WIDTH — 37" Fes— 37" UNIT WIDTH UNIT WIDTH 35" j :: 07 — MAX. SASH WIDTH MAX. SASH WIDTH A �#■NIIII■©IIIIN�■Alll��� H— 301rz" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OPPOSITE TABLE OF CONTENTS I GENERAL NOTE$ 8 ELEVATIONS....... I GLAZING DETAILS.................................2 SECTION VIEWS! ...................... _.......... 3 EXTRUSIONS IS B.O.M...........................4 ANCHOR SCHEDULE 8 NOTES ............ 5 INSTALLATION OETAILS.-_.................6 F--- 39112„ GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED -OPPOSITE GENERAL NOTES: �U1X.LUAV/X II( fL�l 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDWINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA, FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 8400 PVC CASEMENT 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. IMPACT 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ Z 3 a E O GLASS TABLES ASTM E-1300-04e01/O9. ❑w w o ¢ z -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER w o z ❑ z tt _ w 0 INFILTRATION TEST PRESSURE, AND GLASS TABLES 8 i ASTM E-1300-04e01/09. Z ~Z = I- O O OHOV�wOom UyyZO-�yG. 5.ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN ❑ Z—OJ-ZS w THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION O z O y z ❑ B DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w - ❑ o w z ANCHOR CALCULATIONS. x Holt 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE EE ppFij��� ,wz 0 w uw m w w w w NOT REQUIRED, a K O N 7. ALL FRAMES AND VENTS FULLY WELDED. o a wpm Ul �F w w GLASS a DLO B.SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: ,y�.�QREW.� ; ,MVP: CIO EN3t'L;R2� X=OPERABLE SASH No 58201 '�A •'� 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR *' t LOCATION. 9 ; STATE OF :�� LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" +/- 65 PSF LARGE MISSILE IMPACT HVHZ +1- 67.5 PSF NON-HVHZ 37" x 72" +/- 65 PSF H/HZ +/- 67.5 PSF zz LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 05/05/07 VGa REV. CWS-161 D SHEET 1:15 1 OF6 718" OVERALL —JIB' ANNEALED or TEMPERED ]I16" AIRSPACE 5116" LAMINATED GLASS 118" ANNEALED .090 DUPONT PVB INTERLAYER OUANEX DURASEAL 118" ANNEALED IG SPACER SIKAFLEX 552 OR Q PURFECT GIAZE"N" 112" GLASS BITE GLASS TYPE A Lr] SCANNED -- 6Y—_—_ St. Lucie County 718" OVERALL 118" HEAT STRENGTHENED or TEMPERED 7I16" AIR SPACE 5116" LAMINATED GLASS 118" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 119" HEAT STRENGTHENED a SIKAFLEX 552 OR PURFECT GIAZE"H" 112"GLASSBITE GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 MAX UNIT SIZE I MAX POS. DP I GLASS TYPE 37" x 53" 1 +67.5 I A 37" x 72" 1 +01.5 1 B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW OWSOC 8400 PVC CASEMENT IMPACT ¢ F i 3 az� ❑w❑uj�o aw0u❑u11 �$m z0z>c� ❑ O Z O U zm'2 �Wo0 O I- O UNI'UD'f f~/Ih ❑ Z—j�ZF-JN OZwIu K 20,0 OF 1= oz w a 09 N22 O�NW '�o dUij C N W ll No 502D1 a STATE OF zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1674 GLAZING DETAILS ADE 05/05107 IGp CVVS-161 �2OF I Wlp-IDOW SYSTEMS 5 3J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INTERIOR WWW.CWS.CC 9 2 11 50 49 48 8400 PVC ® ® CASEMENT 32 IMPACT d610 1 IB 952 4 a OWE �pWZN2 DjoO 12 514 9 10 3 U OF-O�O Uyl-U �NQ. 6 SECTION VIEW B-B ZO ZED-ZHJn1 4 ¢ g�Z LLO2OOLLZ 0 'E`2 L�O~U�zt� M M02 J W O�O:WOWwW O O OJN_1- wO�Y WI-0 12 2 �O D_ K d 44punn..... yi PµOREW .. 4: y�GENs.., INTERIOR , w' No 58201 '�9% 0 :A'•. 6TATE OF :•1U� ..O..10 P;G�2�. ��rgsB/ONA,E`p•� ® 10 aJ13 L q 1 4 7, 6 9/22/2017 9 LUCAS A. TURNER, P.E. I 5 FL 123JABARAABARA AVE.A 2 - - - - NORTH PORT, FL 36288 PH. 941-300-1574 46 9 SHEET DESCRIPTION SECTION VIEW A -A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY DATE AIDE 05/05/07 WGR REV- CWS-161 D ITEMS NOT SHOWN FOR CLARITY: cu SHEET 14. 16-17. 19-20, 25, 27, 32. 34. 37-38.42, 4445,50 1:2 30F6 4 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FLANGE FRAME H-6030B 211132 —�{ DI 6 0 7 B 2114" g L - 1H6 0 PVC SASH H-6008 q2 I6 134 1116" SCREEN RAIL SIDEIBTM H-1592 PVC FIN FRAME H-6030A FRAME AND SASHCORNER CONSTRUCTION 7132 r 52 2IJ2" PVC GLAZING BEAD CORNER WELD S-6064 (ALL SIDES) 18 21132" 7116"� 46 qg 1116" 1116" COIL,.062 X.656 COIL, .OSX.437 P-4491 P-4050 1713 2" 1 913 SCREEN RAIL TOP/SIDE FI-1593 314"—� 11161 �13 J_ SASH REINF. S-1505 112"— T� 15 SCREW SUPPORT P-3113 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Q F z � GZ� ❑w0 awoW w ❑ ZOZ x—S zw� o�Sm O U,NZ�Oa w ulz0 G aOO}woys..2z O0FY7>-2 O LLNwNOWNF- W 0 R-FOFllN No 59201 i STATE OF r LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 05/05107 DWG RV CWS-161 D c^Le' SHEET 2:1 4OF6 12 112" MAX 6" MAX. (TY 6" MAX (TY 10 MAX. O.C. (TYP.) ANCHOR LAYOUT -(FLANGE) FOR UNITS UP TO 37" x 72' fE2 12 VY' MAX- 3" MAX, JYF 6' MAX. (TYF 14 3/4' MAX. O C. (TYP.) INSTALLATIO ANCHOR (TYI ANCHOR OUT - (FLANGE) FOR UNITS UP TO 37" x 63" 8" MAX. O.C. NYP ) MAX. (TYP.) 4° MAX .(TYRI FSEE NOTE 2 ' ' I I I, I I _ fi" THIRD FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37' x 72" 8" MAX. O G. (TYP.) 4. MAX (ryp)� SEE NOTE 4" MAX. (TYP.) 1. MAX.T O.C. (TYP.) T X ' —INSTALLATION —Ly IIII ` ANCHOR (TYPJ I , 5" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37' x 63" NOTES: JSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD. . SHIM AS REG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS MAX. ALLOWABLE SHIM STACK TO BE 1/4". 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. 3. ANCHOR TYPE, SIDE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL 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 IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE OUTDO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X 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. & 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. 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: FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(SOX WINDOWS), FMAJAAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.Cc 8400 PVC CASEMENT IMPACT 'o mod Z WJm aFWozSW w ZNZ XM= z Z2m Woo O OlO OZ>UmZSOLLO Q po Fl}j�0� Z=O01- NKaoEw ll 2 0 w wo r 0 D- N. 50201 k STATE OF 9/22/2017 LUCAS A. TURNER, P.E. FL PE U 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE& NOTES AIDE 1 05/05/07 CWS-161 I D 1:20 1 5OF6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT; BYINSTALLER INSIDEANDOUT -Al-ANT BEHIND ANSE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLED PERIMETER SEALANT T BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 I 4LANT UNDER SCREV 'ADBYINSTALLER I TYPICAL HEAD ANCHORAGE MAX. SHIM INTERIOR MAX SHIM 1 MIN, EDGE DIST. SEE TABLE VERTICAL SECTION 6 TVPICALSILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 INTERIOR V4" MAX, SHIM - SEE TABLE 1 SEE tSEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION 6 TYPICAL JAMBANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN. 3)16" ITW TAPCON 1.112" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X MIN: SOUTHERN PINE (G=0.55) 3116" H-WTAPCON OR ELCO ULTRACON 1-318" 7/8, FLANGE 2X MINI SOUTHERN PINE(G=0, 55) #10 WOOD SCREW 1-318" 718" FLANGE 16 GAUGE (DOW') MIN. STEEL STUD In KSI YIELD MIN) #10-16 HILT] KWIK-FLEX OR ITW MKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 71i6 FLANGE 11B" ALUM. (6063-T5 MIN.) OR 1I8" STEEL (33 KSI MIN.) 910 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN., SPRUCE-PINE-FIR(G=0.42) WOOD SCREW 1-1/2" 7116" MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM - SUBSTRATE BY OTHERS SEE TABLE 1 I U C HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WC WW .WS.CC 8400 PVC CASEMENT IMPACT Q Z �: QZf yw0 Q O0 Z 0 WJO aNz oaka z 0 [ZJ ZM2 OH-0 1-D Oml- O. ZE-o OZUt7 z"_ 6 ¢ 2QOw Oiroz ngom -a. 241 WNOJNF w U. O rD. '0O 2 X W N a F- D a N. 50201 a STATE OF 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT, FL 34288 BY INSTALLER INSIDE AND OUT PH. 941-380-1574 ^ / V ' HORIZONTAL SECTION SHEET DESCRIPTION. 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. ORAB1 Br: OnTE UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 -MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-161 D - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS E.ALF SHEET SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6