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Home My WebLink AboutProduct Approval i 6402 SE Federal Highway, Stuart.FL 34997 Attention:RACHET Ph:772408-0200 Fax:8888330167 IMPACTSTORM PROTECTION Cust PO#:Zimmerman Bill To: Ship Order Item No.1 Qty:1 Model:8200-XOX Color: WHITE Desc:8200-Horizontal Slide Picture Slide-XOX DP:+30/-30,**OPEN FLANGE Dimensions € ' ACCESSORY GROOVE**,[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen T108 x 5a 314 TIP: LOW E 366,Insulated P .F 109 1!4 x 56 _ STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN AAMA Std.Gold Labeling move-- FPA#4092.1,138-1018 Clr.Opng.MEETS EGRESS,ID:1 i Item No.2 Qty:1 Model:8100-SH Color: WHITE €� L Desc:8100 SINGLE HUNG DP:+50/-50,**OPEN FLANGE ACCESSORY ° GROOVE'',[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen Dimensions LOW E 366,Insulated Y' STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:35 314 x 53 ; TIP:37x54114 ` AAMA Std.Gold Labeling FPA#4091.1,138-1007 DOES NOT MEET EGRESS,ID:2 w WE +y;x Transmit--0.44 Item No.3 Qty:1 Model:8200-OX Color: WHITE Desc:8200 Series Horizontal Slider-OX DP:+40/-40,**OPEN FLANGE ACCESSORY Dimensions GROOVE'*,[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen LOW E 366,Insulated W/SCREW SUPPORTS,SCREEN DLO:58 314 x 341!2 ES-A - TIP:60 x 35 3/4 AAMA Std.Gold Labeling FPA#4092.2 DOES NOT MEET EGRESS,ID:3 5/12/16 1:09:33PM Page 1 of 3 6402 SE Fcdcral Highway, Stuart.FL 34997 Ph:772 408-0200 Fax:8888330167 Attcntion:RACHEL Gast PO#:Zimmerman Bill To: r e Order Item No.4 Qty:1 Model:8100-SH Color: WHITE = : Desc:8100 SINGLE HUNG DP:+50/-50,**OPEN FLANGE ACCESSORY GROOVE**,[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen Dimensions ' :i LOW E 366,Insulated . STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:36 x 54 3/4 AAMA Std.Gold Labeling TIP:371/4 x 56 FPA#4091.1,138-1007 DOES NOT MEET EGRESS,ID:4 � Item No.5 Qty:1 Model:8100-SH Color: WHITE a Desc:8100 SINGLE HUNG DP:+501-50,**OPEN FLANGE ACCESSORY 4 =r � GROOVE**,[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen Dimensions LOW E 366,Insulated �t STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:36 x 54 3/4 AAMA Std.Gold Labeling TIP:37 1/4 x 56 FPA#4091.1,138-1007 DOES NOT MEET EGRESS,ID:5 Item No.6 Qty:1 Model:8100SH Color: WHITE Desc:8100 SINGLE HUNG DP:+50/-50,**OPEN FLANGE ACCESSORY GROOVE`*,[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen Dimensions LOW E 366,Insulated . STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:36 x 54 3/4 AAMA Std.Gold Labeling TIP:371/4 x 56 FPA#4091.1, 138-1007 r_ a DOES NOT MEET EGRESS,ID:6 z rou ,00„00 5/12/16 1:09:34PM Page 2 of 3 6102 SE Federal Highway, Stuart.FL 34997 Ph:772 408-0200 Fax:8888330167 Ancntion:RACHEL PACT WINDOWS • PROTECTION Cust PO#:Zimmerman Bill To: • To: Order Item No.7 Qty:1 Model:8100SH Color: WHITE Desc:8100 SINGLE HUNG DP:+50/-50,"OPEN FLANGE ACCESSORY GROOVE'",[FIN ONLY,REMOVE FLANGE],WHITE FRAME,18 x16 Screen Dimensions LOW E 366/OBSCURE,Insulated i STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:341/2 x 35 1/4 f. AAMA Std.Gold Labeling TIP:35 314 x 361/2 FPA#4091.1,138-1007 DOES NOT MEET EGRESS,ID:7 1'tP 0. Item No.8 Qty:1 Model:8100SH Color: WHITE ,s �w ;4 Desc:8100 SINGLE HUNG DP:+50/-50,"OPEN FLANGE ACCESSORY GROOVE",[FIN ONLY,REMOVE FLANGE],WHITE FRAME, 18 x16 Screen Dimensions rv` LOW E 366,Insulated T STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO:36 x 54 314 AAMA Std.Gold Labeling TIP:371/4 x 56 {. . FPA#4091.1,138-1007 DOES NOT MEET EGRESS,ID:8 KA, : 001-00250-00002 0. 5/12/16 1:09:34PM Page 3 of 3 Florida Building Code Online Page 1 of 2 �b6da hep2PtY entq BCIS Home j Log In i User Registration Hot Topics i Submit Surcharge ( Stats&Facts Publications FBC Staff a' BCIS Site Map j Links ! Search ? Busines -P(v"" � Product Approval Pro essib l USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application Lis k>Application Detail rr?rt FL# FL11969-R3 Application Type evision Code Version 2014 Application Status Approved Comments Archived w Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.Com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category ChuttersSubcategory rm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. L Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15- 048.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 5/12/2016 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 summary of Products # Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25"Deep)- tracks to provide hurricane protection. HVHZ-Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 048.udf' Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile. Max.span is 8'-6"for+60, -70 p.s.f. Evaluation Reports ASD for panels mounted per sections number 1 thru 5 and FL11969 R3 AE EASTERN METAL SUPPLY 8. See sheet 4 of installation drawing for other spans and INC. P.E.R. DRWG.15-048.Ddf pressures. Created by Independent Third Party:Yes 11969.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel-HVHZ-Drawing Number 15- to provide hurricane protection. 049 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 11 EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 049.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 10'-0"for+62,-73.3 Evaluation Reports p.s.f.ASD and for mountings number 2,6,7 and 8.See FLi1969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and INC. P.E.R. DRWG.15-049.odf pressures. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: UCCUrit k C-1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 5/12/2016 I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE 8.7) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATE, ELCO mala"PANELMATE PLUS RED HEAD DYNABOLT AND CRETE-FLEX SS4, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 0.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2"LONG NOT EXCEED THE MAXIMUM (AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. MINIMUM SHOULD STUCCO EXIST•AND 1' MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE ' SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST.AND 1- MINIMUM FOR WALLS WITH NO STUCCO. .IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 337 B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS USED FOR VERIFICATION OF FASTENERS IN WOOD. INDICATED ON NOTES IN B.1)&8.2) ABOVE- STORM BOVESTORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS# 0425.01-00 AND # 0616.01-05, PER MANUFACTURER. PROTOCOLS TAS-201•TIS-202 AND TAS-203. ' 2.ALL STEEL SHEET METAL PANELS SWILL HAVE STRUCTURAL QUALITY ASTM A653 SQ, GRADE 40, WITH G-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET STEEL DESIGNATION&Fy- 52.3 ksi, (AFTER ROLLED) 2 &3 OF 9) EXCEPT THAT HEADERS 2. 3 & 4 SHALL NOT BE USED. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE WOOD FRAME BUILDINGS. SECTION 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL STRENGTH. LENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED). 10. STORM PANEL REGULATIONS INSTALLATION APROVIDEN THE JURISDICTION WHERE INDICATED APPLIED IISTODRAWING PLUS ANY BUILDING AND ZONING (A)TO EXISTING POURED CONCRETE(f'c=3 ksi): - 1/4"0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDEX. 11. (a) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARE) BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE - 1/4"0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4'0 x 7/8'CALK-IN ANCHORS, 1/4'0 ELCO male&female'PANELMATE'OR 1/4'0 ELCO male 'PANELMATE PLUS'AS MANUFACTURED BY POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION• PURCHASE AND INSTALLATION INCLUDING LIEF SAFETY OF THIS RESPECTIVELY. PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. &SPECIALTY COMPANY. NOTES: (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FID(SS4 ANCHORS IS 1 3/4', (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR ELCO PANELMATES IS 2", FOR ELCO male "PANELMATE PLUS"IS V. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL AL2)7/8"CALK-IN ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. AL3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. WITH SECTION 1710.8.3 OF FLORIDA BUILDINC,CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1)&AL2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WALL(ASTM C-90): - 1/4'0 TAPCONS& MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDEX. THIS DRAWING SHALL ONLY BE USED TO - 1/4"0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4'0 x 7/5"CALK-IN ANCHORS OR 1/4" 0 ELCO male&female "PANELMATE"OR - 1/4'0 ELCO male "PANELMATE PLUS"AS MANUFACTURED BY POWER FASTENERS, INC. CONSTRUCTIONAND ELCO - 3/8"0 REDHEADPRODUCTS. DYNA13OLTH SLEEVE AN ORRS�AY. AS MANUFACTURED BY(.T.W. BUILDEX. t��L1•`l�,l`N,•,Sf••I - 1/4' 0 x 3/4"ALL POINTS SOLIO-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT \\;�y�,.••••••••.�:/J.IAy &SPECIALTY COMPANY. �'.•' �wFff� ��L FLORIDA BUILDING CODE (High Ve10c11y HUrdcone Zone) '.• oaels MY=M0.030" THICK GALVANIZED BERTHA STEEL FRL N0.44167 STORM PANEL (2.25" DEEP) Mx"!BY" ar/24/1s ' TIL ECO,IRc. EASTERN METAL SUPPLY, INC o+7E. 4266 WEST ROADS AIDE t7�;•. F /�' 7ILlIT 7ESnNG R ENGINEERING COMPANY WEST PALM BEACH,FL 33407 t :, •Gv.w aw rsr.,TSRH R,ss.WS Kt�rl cvmv¢n area PHONE(561)533-6061•FAX:(561),566-4780 15-048 �� • ., . y\' Rv.:(]A5J6)I-r.AW.Fm:610..19�r-rAr DRAW/c No y`�\C\\\- F8-0006719 !•,t L \ 'Eta WiV.16R A 711UF Jr.P.E �t N/aI/6 77!!!„" A E n.OU LJc/41167 SNEE7 I OF 9 H:L;T: _ _ _ 15.119'(MIAL WON) 9.119'(70TAC WLDIN) 12000-(OTEME OWN) 6.000'(EFFECTM 90ODI) j As MLG9E D A9:4.47r 1•NN. I TE MOMS(SLE Sp(fD1AE) •r 1[4C 1'Nlli 7.500' 4.477' 1.500' 4477' 1.500' 1.500' _ 1.500' T GTO'DIYJT S•GVYANQED _ GYt V ti TED PANELS W/ 2125• 1.115' 187s' 2115' 7/6'x 3/72'WING fO PANEL 1A HALF PANEL MOVERLAPS g zs6D S 7000 Nm. T560' 2560' a14" A q ti c h * .075- g ry .750' J'NaX COMCRL7E ANLNG3(SLE SCHEOVIF) L-1.1w• N 075 - �p $ " t r �N STORM PANEL TYPICAL ELEVATION ti n e' N.T.S. .075' ,073• 23H1' C 7000'Llan. 1/4'M—GIP ' 1/4'N W. zeer- a340' ,p 340' 1"�' Q5 3"ANGLE BUILD OUT BRACKET o(i 2E87 O 77 1 'U' HE `: •r 2O h"HEADER 3'Nox. 'U' BUILD OUT ° °'-1' SECTION A—A scaE i J/e•-r' scar:J/e•-,• N. T.s. .reg• .760' a9J' . .774' YMES 1.23'N .188' �I— S 3 SIDD ANE,FD ra • • • AYfA6�SPACllS �' � �R100• .095-� ALIDMII£ � b � SES .090' " LEC LOGON .125' �$ ,.950" 2.000- 2.000'F' TRACK ,y a O Q REVERSED F'ANGLE TRACK e g j swE:J/6-.1• Q9 STilDDED ANGLE 1_ �:�/�•-7• ® �' TRACK ANGLE ' J/6_ 4:11E: J/6'-,' 3.000' �4. u17' •"'' ; 12 2'X5'(A/ax) 125'ANGL x . E � .O7s• � o>rr rs0 ,ss7- AdIr —� ROUND 11 KEY HOLE WASHER ,�•I � 1OA HOLE AT�,.RANEL Jlos-IusFAwa AUDr i-j ..050.OR.060' g d not DT1D QM�{Q DETAIL 1: STUD w/DIE CAST ZINC OPTION 1 OPRON 2 v FLORIDA BUILDING CODE (High Veloelty, Hurricane Zone) fBC/O'L PI470 NNC NUf No.44167 10 KEYHOLE AT PANEL =n: e e2015 ILTEL0 91c. 0.030" THICK GALVANIZED BERTHA STEEL F.R.L STORM PANEL (2.25-DEEP) DRAW BY. I ME C O rno. EASTERN METAL SUPPLY, INC OJ/a2�15 4269 WEST ROADS DRWE COMPONENTS 6/ • \��~ 77LUT TESTING @ ENGINEERING COMPANY WEST PAW 6EACH.FL 3N07 Is—DAlB 'r,A71�JAL ,r.,• °�'N (.%s)6T1��6"r"�'rw9`V Ti r.41j'716° PHON��(561)533-6061.FAX(561)599-47110 O�WNG No J �' 1111)lliikli1154t 719 WALTLR A lRUf Jr.P.E m rr-m aNaNrs - - FLOPoD4 Lia/44167 SNFET IA OF 9 ANL7NRS 9 Cord. 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(SEE SCIIEDUW (SEE SCHEDULE I (SEE SCHEDULE,) Cart SECTION 0 ANCHOR WALL MOUNTING /NSTALL4TJON BUILD OUT INSTALLATION BUILD DUT INSTALLATION SECTION 2 SALE:J/B _ , SECTION 3 SCALE:J/B'- I' SECTION 4 5C4LE:JAB"= I- I I � 1/4'0-20 r J/4•BOLTS mI Nc N J/J2 4j wc NUr A 12'0.G Cl E a_ EDGEDISTANCE POURER I (¢r5 FCDU�7tE°"oF 9)CONCR TgOR CONCR I-IrCC'irll�`!j'', BLOCK WALL /• I 11CI=N/''••,'�• REQUIRED sF ';�� FLORIDA BUILDING CODE (High Velocl/y Hu One Zone) NO. 44167 = 02015 RLTEco.IW 0.030" THICK G4LVANIZED BERTHA STEEL raE STORM PANEL (2.25"DEEP) ORAµ*'Or. SEC77ON 0 STUD �.�� N07E FOR COWINAWN OF SECHONS: w ;, BJ/2yt5 WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC G„E WALL/F200R/COUNG MOUAMNG SECRONS GW BE •Q. IL ECO INC. 4265 WEST ROADS AtrvE SECTION I SCALE:JIB*_ f' COMBINED W ANY WAY TO SU?ANY INSTALLAPON ' Sr �`,p� TRLT TESTING @ ENWNEERWG COMPANY PNCE VIM ( 5PALM 17-6058 Imo, , (581 588-4780 .9 r�• �. ssss nr.t6rn to tai Oma o4avn:n x/ras 15-048 IJO7E:OETNL OF SECRON O SND VAUD ALSO FOR iAFrFF�I/HU{q;11C'x,911 -:WALTEREff 00670JLlr9r.L PZ rv) ' �'• ' DRAWING No WALL MOUNTING INSTAUA77ON-SOWN 2(TOP) - FLOMM Lia/44167 SHEET 2 OF 9 ALL POIAT SUM-SEr OR CALK—W OR ELCOCONCRETE ANCHORS CONCRETE ANCHORS PLUS CONCRETE CONCRETE ANCHORS f 4'F2O S S YYJf7/� (SEE � 0' D PA/rfIYATE 4-mala SIDEWALK BOLT OR o '_nZ7 / ��jW/r/4'/-20 TRL6'9ffAD BOLT ISEE \ o iz.,c wAmm \n POURED CONCRETE \ lsfE saHmIRE foR sP.urncl I I �� I! I I POURED 1 .250• I 1 1-FIIOR CONCRETE I f' 1 r+ox. aocw WALL 1 POURED — CONCRETE _ REQU/RED� REWIRED - 75 1 LEG LOCATION i I I \ I i I—� I i —�ConL IOj OA 8 Cant I 1 I W I I I 0-20 4: I (SEE SCHEDULE) F(SEE SCHEDUIF)fOR MINIMUM 7/B'r J/J2 I FOR MINIMUM 1 SEPARATION 70 IX15NNG GLASS I o I I I Wave NUr e ( SEPARATION 70 EXISTING GLASS I �i H � h L -2O x l�2' _ 1/4'0-20 r 7/2 I 1/4"O-ZO x 1/2 ( 1/4 0-20 x l/2 S.SM�^ W/ J/J2 I S`SKS W/7/"x J/J2 SSN.S W/7/'x J/J2' $SK1101;W/ 87NG NUT O EYF37Y I wm NUr®EVLTA' I WING NUF O EYE7tY I N7hC NUT O EYI�RY I UVo MNOVERLAP O NOSPAN OVERLAP O MlASPiv I otiQUAP o MmsPAN I 1//4'1-20 x J�4' ( ( �(.TS.W/T/8 r IFORMI c (SEE SCHEDULE)- LD1 J/J2 WING NUT 1 C 1 I FOR MINIMUM 0 12'O.C. I x SEPAR4771 11 4'0-20 r SEPARAT70H TO I '� I ALTERNATE I I EXISTING I4.M. 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M. — SECTION 5 Sc4LE:J/B'= I• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SE_ CTS SCALE:J/B'= 1' SCALE:3/8"= 1' SCALE:3/B' 1' SIDE WALK BOLTS ARC3/4'0x3/J27N/CK HEAD MACHINE SCREW W/LENC7N ,S PER NOTES A2&B2(SHEET 1) HHEADSLA 2'0 /'HOCK A5 Wx AS PER NOTES A.2&6.2(SHEET 1) E.D. =EDGE DISTANCE FSCHEDULE ON 5. 6&7OF 9) `�,P� ,•••••.,. /J-J/�' GENSF' FLORIDA BUILDING CODE (H;gh Velocity Hurricane Zone) 0.030" THICK GALVANIZED BERTHA STEEL FR.L N0.44167 02015 raTEcO•we _ STORM PANEL (225"DEEP) DFAW St' NOTE FOR coMBrr4AnoN of sfcnorvs: �,��'�G,1✓-~-� EASTERN METAL SUPPLY, INC Da��24E,s WALL/FLOOR/CEILNG A40UN77NO SECTIONS CAN BE \cV o� O INC. 42be WEST ROADS DRNE comemo IN ANY WAY TC SUIT ANY 1NSTALIADON. �' `\�\w mur 7ESnNc&ENGINEERING cOYPANY WEST PALM 0FACH,IL 37107 ''/p .(/� •��'1 0l\ 6nT xK.16u R As Ja!NN1'a1 HaaiM R.SSIEe PHONE:(581 JS�O4B • )733-8061,FAY:(561)586-{760 /A/V oN w f.�':<t�i Ro•.:(UAW-,xu.r GHt7Je,l_7a7, DRAWING Aro Lq C• ®-0006719 nraagm' u¢ aR: IHH/Jill;11 14Q\5` WALTER 76.!11-PC otD Ir-m u.4,NIs ry _ _ ROR/61 I.P/44 I67 SREET J Or 9 p p VARIES J' p POURED CONCRETE Max. I . OR CONCRETE BLACK WAIL 6 OR CONCRETE REOU/REL?_ II \ i CSC BLOCK WALL WAIL POURED URED CONCRETE p NED CUT PANEL ��Weill. T`2500'Min. q ♦ CONCRETE ANCHORS 2.50 1-Min. L, I� I ®12"O.C.—� Min. CONCRETE ANCHORS /�12 O.C K ��--1/1OR OOR® 1.000' ALTERNATE LIG LOf 4WAI _ p 2-x 4'r.I25' 2'x 2'x.055-TO 3705-H/4 OR 6063- ALLOY .� _———— OROORO ® 2'x 5-x E OR nt Cone.Num.ANGLE 2'Max. \ Num.ANGLE OR OR .080-3705-HIS4 SHEET METAL Alum.DEM PLATE 7 1 2 0 .C. 4'x 4',.072' 4'O. 4705-1'74 OR 6063-76 ALLOY W/.LK'KNUT Can L.Nam.ANGLE ' CASE A (Plan) CASE R (Elan CASE C (Plan) SCALE.• 1/4"= 7" SCALE.• 1/4"= 1" SGILE.' 1/4"= I END CLOSURES DETAILS MAXIMUM A SD DESIGN PRESSURE RATING (P.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MIN. 1.50�Y PoURED CONCRETE UM APPLICABLE TO (REO'OJ OR CONCRETE BLOCK ASD.DESIGN Max.PANEL LENGTH MINIMUM SEPARATION SECTIONS I& WALL REWIRED PRESSURE R177NG L(2) TO CLASS ANY COlIBINATION 2'x J'r.093'3I05 H- _ (P.s./.) (SEE SECTIONS) OF THEM 6063-76 ALLOY Cont.Al—ANGLE WUH ANCHORS 0 12'O.C. i o w +56.0, -76.0 7'-6"OR LESS 3" 1,2,3,4.5&8 A +60.0, -70.0 >7'-6'TO 8'-6' 3' 1,ZJ,4,5&8 1 0p y 1/4'GAP g i k +66.0, -76.0 7'-6--- 3 3/4' 6& 7 j +60.0, -70.0 >7'-6'TO 8'-6" 3 3/4" 6 &7 POURED CONCRETE Oft CONCRETE BLOCK WALL ' 1 REQUIRED CASE D (Plan) CASE E (Plan) ` SCALE 1/4'= 1" SCAIF- 1/4"= 1' `,` t`��l++....If��T�,77j FLORIDA BUILDING CODE (High Veloclly HuFricone Zone) 02015/nTECO.rxc 0.030" THICK G4LVANIZED BERTHA STEEL F.R.L. N0.44167 STORM PANEL (2.25"DEEP) w+A ` 03124116 EASTERN METAL SUPPLY, INC LATE 4267 WEST ROADS DRIVE 77UJT TESTING&ENGINEERING COMPANY WEST PAW BEACH,fl..3363] 15-046 GWF (t7 X . :( laa 7'NOH��E9-0006" (ssl)173-6061 FAX:(961)S89-47e0 r#UWM'G No A'AA/J/rV J/l/1`�•Y��L,\`��`� ALTER T lUff 167 qp n-m �5 aY.r misrw a�¢ SHEET 4 OF 9 111n1RY YtWAI NaAfB 91.b�RA E II�J�� ASR Bm121 Irv..9IQlf GCJ odmmcmv nG0 tit Mw/AVDuIs Au PaVrs AWUrAmr m n�Ac rnlno 4 J—44wo-sr wma Irm la smc amt-num wr/rawE Averrar ruE rwwraerE Iva mo-m s4:1�'s I A uuxcr avel Nrt mrtounl uliv+N t'M) m-1 ro m9x m 2=m m oA m N.vRr[ m moclr to� ro Hoar ac— m moor ro Wnvmr ro 6m ro l.9llE1E ro Bm 11n1 1' MIA WA WA 12- WA 11• WA 12' WA 12' WA MIA WA 1 DOP) MAXIMUM A.S.D. DESIGN_ PRESSURE RATING (a s f) AND Ir 7- WA 12' 12" Ir 1z• 12' 1- 11' 12- ll' 72• 11" I(Barlow CORRESPONDING MAXMUM ANCHOR SPACWG SCHEDULE FOR 12' N/A WA NIA f2- WA 12• WA 12' WA I2' NIA 12" 12• 2 D0P) INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES 12- 7' N/A 1Z' 1Z' 11' IY 12' 120 f1- 12- ll- WA WA 2(8077104 120 WA WA N/A 12" WA 12" WA 12" WA 11' N/A WA WA J(7G') 12' 7' WA r2' 12' 12• 12- 12' 1. 11' 12" it, WA WA 5(sorrow "MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2"EDGE DISTANCE. Gal,-61.5 12- WA WA N/A 12' WA I2' WA r2' WA r1• WA WA WA 4(w) 6'-0'M tris FOR E•. 0. LESS THAN 3 112-, REDUCE ANCHOR SPACING BY iz' T NA 2. 12W 12- Iz' 12' rz• rr- 11' n' WA WA 4(007710M) FACTORS. SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE: Min. E. D. FOR CALK-IN ANCHORS 15 2 112')- 1. /2).1z• WA WA N/A 1Z' N/A !z' N/A 12- WA 12" N/A WA WA s Ow FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED 12' 7- WA 12' 1. 12' 12' 12' 12' W 1. 1., NIA WA s(BGrmv) USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 12- N/A WA N/A 12- N/A 12' N/A 12' WA 12' NIA N/A N/A V7.0m)) 12- WA WA N/A 12" N/A 12' WA 12' WA 12' N/A WA N/A FACTOR 12" WA WA N/A 12' N/A 1I' WA N/A WA ACTUAL E. D. TAPCON/ N/A WA WA NIA N/A WA 12' !2' 11' 12' IZ" 11' 11' !2' CRETE-FLEX 354/ CALK-IN SOLIO-SET RED HD. SLEEVE PANEIMATES NAo.IN ANJAFJ 9Mmvc - 3" - .75 .73 1.00 n..rvaz mm mimnAm�mover Imu nmrlOa Au Ions AR4101B(C ro &_J / I'M 2 1/2' .50 - rommms oam WttmemrMw o'»®I 12' WA WA WA 12 WA 12' WA IT' WA r2" NIA WA WA 1(IOP) 2" 12• WA 72• I2- 12' 12' 1r' 12' lo' rz- 9' u. I2- 7(Banal) 1 1/2' 12' WA WA N/A 12' N/A 12' WA 12' N/A 12' N/A II' 12- 2(ICP) 12' 6' WA !2' 11' 12' 12' I1' 12- 10' 72" 9• WA WA 2(80710M) ANCHORS I 12' N/A WA WA 11' N/A 12• N/A r2' WA 12" NIA N/A WA 3(EDP) EGEND 12' 6' WA 12' fY I2" 12' Il- f2' to' 11' 9' WA WA J(lwrral) ANCHORS ANCHOR MIN. 660,-720 12' N/A WA MIA 12- WA 12' N/A 12' WA 12- WA N/A N/A 4(TOP) B-0.OR Ims TYPE SPACING E D. =EDGE DISTANCE r2' 6• WA 12' 12- 12- 12- II- 12' 10' 12- 9• WA WA 4(BoriOY) 12' WA WA WA 11' N/A 12" WA 12- N/A 12' WA N/A WA 5 DOP) TAPCON/ 4.0" f2' 4' WA 12' 12" 9" t2" 612" Y 12' B• N/A WA 5(WTTOM) PANELMATES 11' N/A WA N/A 12' N/A 12' N/A f2- N/A 12• N/A WA WA 6(IO�P) CALK-1N 2.5" 12- NIA WA WA 12' WA 12' WA 12- N/A it, WA WA WA 6(--M) 10" N/A WA N/A 12' WA 12' WA r1' N/A 9' N/A WA N/A 7 DOP/80T1CWJ SOLID-SET 3.5" N/A N/A N/A N/A WA MIA 11' 11- IY a 12- 9' 12- 12' B DOP/BOrral) 3/B 0 RED HD. �� Maaiw AMYl05 mavv rzm E II.J 17A"•• 4.5" 1tt:liF'. Asa oeRv an,eumr 4W m6eR.Clw morns IOAEe mm0ma Au lens NSIx�mE ro DYNABOLT SLEEVE e\ E (1]yt'11j1J` Im3sTSC A^WWw r-ar wama 6m to smr asrr�lnr.a4 n«rgc+Atc BuarrNlr wuc aNalmE wrs cux-x sno-gr /s lwcc a a�\>\P`�....n..'7 J�ri�f RI/11C(a+rJ A'IY rrWBrWItlN foW7H 2'BIJ v ��• m Wwars to, to oaA7tO[j m ao. to 29rmr m door To oo Rrr m soot m om w m max ro mwR1E mem ro o, Y 5 m oIoor 6 CRETE FLEX SS4 6.0" �ICENn _ 12- N/A WA N/A 17" N/A 12' N/A I7' N/A rT' N/A WA N/A I(m") ti• V V N/A l2' 12- IZ' 12' IO' 12" B' 12' 9' I1' 11' l(BOrm7Q `-'�" "Q `- ••• '• 12' NIA WA N/A rY NIA lY WA 12 WA IY NIA 11- f2• 1(rr) SEE IY" 6' WA 12' 12" 12' 11' lo' 11 9- 12" 9' WA WA 2(e0r7011) 4 FOR ANCHOR TYPES&SPACING FOR t 12' WA WA N/A ]2' NIA I1' WA 12' NIA 12- N/A NIA N/A 5(wp) INSTALLATIONS INTO WOOD FRAME BI'd DIN— ^�' '• �- 12' 6' N/A IZ- 1 12- 12- 12- to. 12- 9• 9. MIA NIA 3(Born"!) .4-615 r2' NIA WA N/A 71' WA IT- N/A 17' WA f2- N/A WA WA 4(. ) 6'-0'm 7•-6 //0/�HB(�(� 12- 6' NIA 11' 12' 12, 13' to- 12- 9" 12- 9' WA WA 4(Darlow) 12' NIA NIA NIA 12' N/A 11' N/A 12' N/A 12- NIA NIA wA 5(MP) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 12' 4- WA 11' 12• B' 12' 7' 11' 6- 1. WA_ WA 5(6on0M) 02015 mTEm INC. 0.030" THICK GALVANIZED BERTHA STEEL F.R.L. 12- WA N/A N/A 11' NIA f2' NIA rZ' NIA I1' NIA N/A WA 6(mP) DRAWN Br STORM PANEL (2.25 DEEP it, NIA N/A MIA 12' WA 11' WA )z' NIA 12- WA WA WA B(B071OM) 05/24/15 9' N/A WA WA I7' N/A rz• WA 12" N/A f2' N/A WA wA 7(raP/BaTrow 11LIE EASTERN METAL SUPPLY, INC G,TE N/A WA 4268 WF57 ROADS ORNE WA WA WA N/A !Z' IO' fT' B' 12- 9' 12' 12' 8(TOP/80TRlY) 711117 TESTING&ENGINEERING COMPANY WEST PAW BEACH.F1..3340715-048 e51 NW.JGlM1 3YYY��9s JR4 Ha:uM will-1111 PHONE:(561)533-6081,FAX:(861)588-4780 Pros:(JRIp.-JlO.Fm I(1051DRAWNG No E8-00087/9 cl:r n1r WALTER A TROr J.P.E, mu II-1J5 MI5 - SHEET 5 OF 9 FLOR04 Lir.1 14167 _ _ Naa¢f 9MfaC NIL 4�]f/2'� A44 DtSriY ltt BIa/4 YIILIY nm IaVflmcfW F<aECI] /1C�fAADUd AIL 16Vm A{RrJlme ro p)>� 9S rAxnra AfD 10 mrnr geieylQ 15. I4Ie/(QII(E A9QYVe YME IwuAmc IV1Br12 - ,yR0f mmlreTE mmor vffe]I I7AX/A^JM ASD DESIGN PRESSURE RATING /p S f) AND /2' WA M/A WA IY WA 12' WA 12' N/A WA N/A WA I(IDP) I2' 5- NIA I2" IZ• lo' 12' 9" I2" 5' Y 12" I2' I(BOnW) /��nRJSlALLATIONS INTO CONCRETEAND CONCRETE BLOCK STRUCTURES f2" WA NIA NIA IZ' WA 12• MIA 12' NIA N/A /Y12' 2(RW) /2' S' WA 12' lY lo• 12' 9- 12' B' Y WA WA 2(007mu) 12• N/A WA WA fYNIA 12' WA IZN/A WA WA NIA J(RW) 12' N/A I2' n' to- 12' 9' 72' W 12" Y MIA MIA J(Bonum) "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 7/2'EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2, REDUCE ANCHOR SPACING BY 680,-72.0 lY N/A WA WA 12' MIA 12' WA 12' NIA 12' WA NIA MIA s(¢wj B•-9'to r-6 MUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING 12' Y N/A 12- ra' 10' 72' 9' 12' B' 1. Y WA NIA 4(omw) FACTORS (NOTE: Min. E D. FOR CALK-IN ANCHORS IS 2 112"). FOR THIS OPERARON TO BE POSIBLE, REDUCED SPACING OBTAINED 12' NIA NIA N/A I2• NIA 12' NIA ra' N/A f2" WA WA WA 5(rot,) USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING it, N/A N/A B" 12" 6' 12 5' 12' 4- 11' 4" NIA NIA 5(RJrrap INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND- IY NIA NIA N/A 12' NIA 12' WA 11' MIA it, WA NIA NIA B DLI°) FACTOR 9" WA NIA WA 12• NIA 12" WA 12' NIA B' WA N/A WA 6(BOrIOV) B' WA NIA NIA II' NIA 12• WA 10' WA Y WA WA NIA 7(RW/BOT10Y) ACTUAL E. D. IAPCON/ CRETE-FLEX SS4/ CALK-IN SOLID-SET RED HD. SLEEVE WA NIA N/A WA NIA N/A 6' 9' 11' o- 12" 7" 12• 1Y B(TOF/1A7Tid!) PANELMATES MIme11 aanv].�AI]:c lox c n_]tri• 3" - .75 .78 1.00 A Axa eamr mu ms�NA.mr nmas w.e+rwmmrs w.Iwrs .wa>iAmc ro 2 112' - .50 wrem 9uU° °"eS TA"wvs Bm Io satE alfF-Iw a4 ,s,,.a"vNrmlNrt I4Ie.,<mmr ve9] a1x�v salo-s7 ,4�z �N 'moi i�°iIU 1.00 Morascj jwavasTF ro m m� roma ro whale ro ro mNcam roma ro oras¢ roma ltvaaAmTej 2" _ _ - 0.88 1Y NIA NIA WA 12' NIA I2' WA I7' N/A IZ• WA NIA WA I I.v.) - - T fY 5' N/A 12' IT' 11' 12' 9' 12' B' I2' 8' l2' f2' 1(6O17OL) IT' WA MIA NIA 12' WA 12' WA 12• NIA I2' NIA 12' 1' 2(mw) lY S" N/A 11" 11' II' 12' 9' 12' B' 12' H' N/A MIA 2(Bo mm) ANCHORS LEGEND 12' WA WA WA 1Z' N/A 12' WA 12' NIA 12' WA WA MIA J(R)R) ANCHOR 12' 5' N/A 12' 12' II" IT' 9" 12" 8' 12' 8' N/A WA J(Bo7T011) ANCHORS MIN. TYPE SPACING E.D.=EDGE DISTANCE 0.-61.6 1Y NIA MIA N/A 12' WA 12' N/A 12' NIA IT' N/A NIA MIA 4(RW) 7'-6'TO g=6 12" 5' N/A 12• 12' 1I• 12• 8' 12' 6' 12" Y NIA MIA 4(BOROII) TAPCON/ 12' WA WA MIA 12' M/A 12' WA 12' WA 11' WA WA W (R A 5 W) PANELMATES 4.0" 12' NIA N/A 9• 12• 6' 12' 5" 4" 12' 4- MIA NIA 5(mmm) 9- CALK-11V WA WA 12' WA 12• MIA 12' WA 11• N/A WA MIA 6(m) CALK-IN 2.5" 12' N/A WA WA 12' NIA IY WA 12• NIA 9' WA NIA WA 5(DOITOM) B" NIA N/A WA 11 WA 12' WA 11" N/A T' N/A NIA MIA 7 DOP/e'MIO J SOLID-SET 3.5" MIA NIA MIA I WA NIA WA 12" 9' 12' 6• IY 8' 72- f2' B(W/wm.) 3/8 m RED HD. 4.5" YMmAm rw6w.na,4os Aoc me e n-]/r•- DYNABOLT SLEEVE Asn smv Ica aam am ma1BrA'9rn nlmicrs Nan sAanas AIL vrr16 AcnA`AmE ro toro mase i wuNcSwJ A" -st rams lao ra mnr' melt-sw-sl 1we�fewlr vA•aw¢ Yuc nomA¢'c vua aur-a sam-]rt 1n�FlN t'MJ CSI\' !1 d{I rr m aoor m a]aam ro soar ro aoor ro 4]Ieeg m mcor muoare m amt m Br4me m eaa m mmele ro aAor 4"9191 CRETE FLEX SS4 6.0" �. ��%��ri ro I2' WA NIA N/A 12' N/A 12' N/A 12' NIA 12• N/A NIA NIA 1(TOP) 12' 4- WA 12' 11' 9' 12" B' 12 Y 12, 6" I2• 12' I(BJTRW) l2' N/A NIA N/A 12' NIA 11" WA 12' NIA 12" WA 12' 12• 2(W) -SEE NOTES ON SHEET 8&9 OF 9 , 1Y 4- NIA 12" le s' 12' B' 12' Y 12- 6' WA WA 2(wnw) FOR ANCHOR TYPES&SPACING FOR . 5 ��• ' INSTALLA770NS INTO WOOD FRAME BUILDINGS. = , 12" NIA M/A N/A 12' MIA 12' WA 12' NIA 1T' WA WA NIA J OOP) �MM• T��Err�OF IY 4' WA 11' IY 9' 12' fW--Af T 12' B' N/A WA 3(BOfiOI) ••!,JrO•I �011�4i� •••`Vv�� f68o,-TTA �� NIA NSA WA 12'12- 'V B 11'12- Y12* A 12' MB'I N/A WA 4(BOnOY)NIA MIA 4(W) Y-6'10 B•-6 �ff / I`l i•�;i,ly`R W NIA NIA WA 11' M/A 12' NIA 12' N/A WA WA 5(WP) FLORIDA BUILDING CODE (High Vefoc I;urncane.Zone) g• MIA NIA Y 12" 5• 11' ' 9' ' WA WA 5(DOTTOAQ 02015 MIECO.WG 0.030" THICK GALVANIZED BERTHA STEEL F.R.I-11' NIA WA MIA lT MIA 11" 'MIA 10' WA N/A WA 6(TOP) STORMPANEL (2.25"DEEP) wrAwN�N/A WA N/A 11' N/A II' N/A Y WA NIA WA 6morrow) EASTERN METAL SUPPLY, INC DUEY NIA NIA WA 9N/A 10' WA 6M/A N/A WA l DTW/BonDY) 1 L E C O INa. 426e wFsr Raa6s 6RNEWA WA 77LLlT 7E57INQ d ENG/NE£R/NO CONPANY WESTPALM EDCH,FLWA N/A WA N/A I2' B' 1Z' B' IZ' 12' B DO°ATD1TOY) 6.159 Nx Jbr.n 56 JOJL 4waNl L•IfOflls n.ales PHONE(561)553-0061.FAX:(581)568-4780 T5-D45 P6orar 6>taT67-ISD Tm:(]4V671_f4Tr DRAWNC No FB-X06779 ma aY.r IYACW?A TILL?Jt.P.E SN7ET 6 OF 9 FLwa4 U4 1 44767 _ YlbN6 IttNIeV.1la1pR.411faN!CK E 0.�]IrY�• Asa cevvi ern euaa nm mmrmw namrns Iam rasrma Au mos Aresrcmc ro AA° J wausiYul�sLr rNnx6 Am Im sax caro-"`"s' Yur/mwc aAmlYtc Yvc rnalmC nls rAu,4r mm mar E°n,/ 1 i MA UMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND ro cases'[ m snit m a7amc m awr ro mt¢rc ro aou ro mom[ m soot m oao� m soar ro awaxc ro YOar ro moarr ro soar or nrrY u- Wa WA WA 1r N/A u• WA 'r WA Ir WA WA WA r(0P) CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR I1' fi' WA Iz• !z- rz• er If 12' r 1' e• rz" rz• 1(60rrcA) INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES Iz- N/A N/A N/A 12' WA 12' WA 12' N/A I2• WA 1. '21 2(70P) II' a' WA 12- 12' 12' 12' Ir' 12' 9• Ir 9' WA NIA 2(Wn W) Ir N/A WA WA 12' WA 12• WA I2• N/A rz- WA WA WA 3 Dw) "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 I/2"EDGE DISTANCE. FOR E. D. LESS 77(AN 3 1/2' REDUCE ANCHOR SPACING BY 12' 6' N/A 12' 1T' IT' 12' it, 12, 9" I2' 9' NIA NIA (BO1T0Y) MULRPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING 0.-76.0 fI' MIA WA WA l2' N/A 12' WA 1• NIA 12- WA WA N/A 4(a) W-0,m eLss FACTORS. (NOTE:Min. E. D. FOR CALK-IN ANCHORS IS 2 112"). rz" 6' N/A 11' 12" 12• 12' it, 1T' 9' /2- 9' WA WA 4(90Tr0Y) FOR 7HIS OPERA77ON TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING 12- N/A N/A NIA 12, N/A 12' N/A 12' N/A IT' WA N/A WA 3()OP) INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 71' 4' WA I1' fr 6' fT' Y Ir a- /z- 6" N/A WA 5(--0 12' N/A WA N/A /2' WA 12' WA 12' WA r2• WA WA N/A 6(r0P) FACTOR it, N/A N/A WA }T' N/A 12" N/A 12' N/A 10- WA NIA WA 6(WTM) ACTUAL E. D. TAPCON/ 9- N/A N/A WA !r WA 11" WA 72" N/A 9' N/A I WA I WA 17('OP/607JOY) CRETE-FLEX S541 CALK-IN SOLID-SET RED HO. SLEEVE PANELMATES N/A N/A WA WA WA WA I2• 11' 12' 6• I2' 9' 12' 12' 8(7W'/90TTOYJ 3" - .75 .78 7.00 Yunnw Maus swaw-rt+'E a.3 r/r- 2 712' - .50 - 1.00 Asa cerci Ira asarr nm aWaraATAw wAners noir Ru7eaa prL Gans N'TrA9E m 1W3 r' ^ua r arm¢ 1m smc amc-nu.ssr Yurnelwe e+vaueare u¢r r�wtl¢rz rvs aiA-M su.»-sr �° 2=f) 2- _ _ - 0.88 ro mrrarc M_ ro c0noa'r rosteX m ewlaalc ro amt ro wwme ro elOGr ro maarcre ro erocu ro momr m e10ar mouw2mEj rtf or ru rrEw Ir WA NIA WA 12• MIA I2• WA 12' WA 12' WA N/A N/A 1\••••J ) 1/2' .3$ - - rY s' 11/A it 12' 10' !z' 6• rr 7 1/2' 12" Y 12' rr 1(sorroo 12' WA WA WA r2" N/A '2" WA 12" N/A 12- WA 12' 11' 2(rap) ANCHORS LEGEND 12" 5" WA Iz' 12• 10 12" 8" 12' 7112- 12• Y MIA MIA z(00n ) ANCHOR 12' NIA N/A N/A 12' WA 12' WA IT' WA 12' N/A N/A N/A 5(TOP) ANCHORS MIN. 12' 4' WA 12' 11' r0' 'R. 6-Em. 7 1/2• 12' Y MIA WA J(mmm) TYPE SPACING E. O. =EDGE DISTANCE6ag-7G0 frWA WA WA 1ZN/A 7YWAWA 1T' WA N/A N/A 4(mP) -6''0 Y-612' 4" N/A 1T' Ir 10 1T' IY71/z' 1z' YWA N/A 4(90r=t) NELMATE4 0" rz' WA WA WA 12- WA 12' NIA WA 12' PANELMAIESWA WA N/A 5 DOPJ10 r/T' WA WA 7 1/1" f2' • 11• 4' ' IO I/2- 1' N/A WA 5(BoTNY) CALK-IN 2.5" I1 1/2- NIA N/A WA 12" WA 12" WA NIA 10112- WA WA NIA 6 DMP) 9- WA WA WA 12 WA 12- N/A /I 1/2' NIA 6' WA NIA NIA 6(w=`t) SOLID-SET 3.5" 11/r WA WA WA 10 1/2' MIA fro, WA 10- NIA Y WA NIA. WA 7'(WP160T7U) 3/8 0 RED HD. N/A N/A N/A N/A WA N/A 12' 6' 1r 6- fY Y I2' 11' 6 DOP/BOTICWJ 4.5" —E a"J ur- —ri AWIaS 5>.ms. 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N/A NIA N/A J(70PJ �Ol'(•('n••.O'Ir�1l .• 4�r�`.•� 12' x44'' WA 1 12' 9' 12' ' r2- 6• lr 6- NIA NIA WA J 4 017W) 7'-6•ro B'-6 mo,-70.0 12' A NIA NIA fI' NIA 1T' A 12' NIA IrPN�IA MIA lr 4' NIA IT- 12" MIA 12' 70 12' r 11' WA N/A 4(BQITGrIJ II' NIA WA N/A 11' NIA 12' WA 12- N/A Ir NIA NIA 5(r0P) FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) 6' NIA WA 6- 12, N/A I1' WA IT* J' 6- WA NIA 5(eO) o20f5 MTEOO,AG 0.030" THICK GALVANIZED BERTHA STEEL F.R.L. la' WA N/A NIA 12' NIA 12' MIA IT' WA 9' NIA NIA 6(IDP) STORM PANEL (2.25"DEEP) DRAW 6Y.. 6" NIA WA NIA I2' N/A r0' MIA f0' WA Y WA N/A 6(BOTRMI) EASTERN METAL SUPPLY/ INC oJ/Mz/5 Y WA WA WA 9' N/A !0' WA 0" WA 6' N/A NIA 7(RWIDOTTIM/) I L E C O I N C. 42M KFS(ROADS DRIVE WA WA N/A77LLIT rESTUIG&ENGINEERING COYPgMY WEST PAIN BEACH.FL X ] 07 WA N/A N/A IT' Y 12' 6' 12- a 72' IY 6(rOP/d7n0VJ alis M=:m ¢_Io. rI r� PHO (561)533-6061,FAX:(561)588-4760 15-048 IS-6719 yQm f1RAW n No WALTER A RLL?Jr.P.E a0 rr-m s - - SNLET 7 OF 9 fL017N4 Lia/44167 LAG SCREW O 6'0.G W/1 1/2'MIN. 1'r 2'x.125"(AVN)ALUAL TXREAOm PENETRATION TO NBE W/1/4'I LAC STREW EX/Si7HG M1DOD HEADER. O 6'0. G W/1 //2'MIN. i= t. THREADED PENETRATION TO 114 O LAG SCREW DUSTING WOOD HEADER. 77iO 6" RE1DED W" 70 EX STWO WOODIE XfADER. .fir• ��- ,_`. ._w I ' _; o i r• <' I Carr. WOOD HEADER I I WOOD HEADER I t I REQUIRED HEADER I t REQUIRED REOIRRm SEE SCHEDULE) I p I I I (SEE �AaanaL TD I m FDR(SEMEmS.QsHEEPDAURLAEn)ov I H NUnEO)N 70EXSC� I I o>u II ro Exisnxc cuss III m II II m�g II � ofI o J/ T2• (XISRNG Glass WING NUT O ET �ruDSNEDa TO EXISTING CLASS ALTERNATIVE 1 ALTERNATIVE 3 ALTERNATIVE 5 I SEE SCHEDril G 9 Cant. OR Nin t " I I t 1/4'0-20 S.S. SLPARA7ION (SEE SL^HEDUI.E) I I t Q 80115 O 12"O.C. DOS176 csEP wATMronr+TO I t LNU7 k WASHER I I 7/R"I x 3/J2' I WING NUT O EXSVNG GL45S I I I n SND O 2"0. I I 1 I 2'O.C M h / TAG SCREW _ �i I u '•,-^ ..tL I w I MRE40m PENEM N TO N• EXISTING WOOD NEWER. 1 3/4"0-20 B01IS 7/6"r J/32 WING NUT O 5 Cant t10LT5 W� /2'0.G 7/R'x J/J2 14"0 LAG SCREW WING NUT O 6'O.G W/1 1/2"MIN. 2�x f"ED 12-0.G WOOD STUD REQUIRED a 6 I LAG SCREW EXISTING WOOD HEAIONDS? 70 1 4'0 LAG SCREW R 24' D C. EXISTING WOOD HEADER. T 6' E G W/1 1/2"O nWETING P£D HEADER. 77J T 6'O.G W/1 i/2'0 REQUIRED IX/SRNC WOOD HEADER THREADED l FNEIRA710M l0 EXISRNG W000 HEADER. 2"x 4'PLATE REQUIRED WOOD SND R 24'0.C. ALTER PI 71 ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 6 a>,.�``aPxZt 1.ICFNs, WALL MOUNTING INSTALLATIONS SECTIONS SCALE:1/4"- 1" ^!''•fin'•C�RIDA ��` NOTE FOR COMBINAT70N OF SECTIONS 'iL� �IVAL WALLYMOUNNIVGTO SIT ANY CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS JH ANY WAY TO SU?ANI'lNSTAlLARON. FLORIDA BUILDING CODE (Nlg{ITLIi��'IL'1�'i� Hurricane Zone) 02015"TECO,AVG 0.030" THICK CAI VANIZED BERTHA STEEL FRL STORM PANEL (2.25'DEEP) DR1wN DY.' E^ EASTERN METAL SUPPLY, INC D; .15 Y. INSTALLATIONS ARE ONLY YALlD FOR MAX.AS.D. DESIGN PRESSURE RATING 'L `C O 1 N C. AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 4268 WEST ROADS DRIVE nLur TESTING h ENGINEERING COMPANY WEST PAW BEACK FL 33407 15-048 am NY.3pG,.ar Sr.Tai kPR9N'f..W=2 7Jrxa PHONE(381 533-6007,FA%:(581)588-4780 2.FOR NEW W000 FRAME CONSTRUCTION.- W000 MEMBERS TO BE SOUTHERN q,,,,;pasjan_raw.rmr:twspn_ran ) D27W/NG TAT PINE No.2, W/SPECIFIC DENSITY OF 0.55 DR EQUAL. FB-OOOs77s ter.,o urmm o� eer msao+ WALTER A RWT J.P.E FLOVD4 Lk./44167 SHEET 8 OF 9 1/4'0 LAG SCREW 0 7/8'x J/J2' II 0.G W/1 7/2'Y/n. 7FmE10ED WING NUf PENEIR4770H TO EXISTING WOOD HLADETL 1/4'0-TO QLO 1. /Temole 12'O.C. ANEIMA7E OR Male PANQL(47E PLUS WOOD TRUSSES0.C. OR RAPIER A 12"O.c.W/t 7/B"M'n. IHR A 24'0.G REQUIRED Cont PFNE7RATION 7/8'I r J/J2" j 1/4'I-20 S S.BOL A WIND N�® I I 3 12'O.C W/NUT h WASHER EVERY STUD A I I V J2"O.C (SEE SCHEOULfa FOR Min. h o I I SEPARATKHT 70 1 Ly O EXISTING CLASS 1 o 2"r 6' $ 0 2 4 1 cont I (No FAwsH W/(z)5/16'/ int L I 5mm ALLOWED) SqO• .$OO' uc Mwro11. . RAFTER OR7RVSS.LOiG1/E ! 1 //4 C x J/4' �n SCIZEWS ATM/DWORI OF WOOD 1 WOOD HEADER I RW BD/LDIX 1 4 EJf.S11NG WOODRED IRD ED IN I D W 1 REQUIRED I p 1 XIX SCREWS j (Y SEE SCHEDULE) I 0 1 A 6'O.C. Cont E .Thwow'D K(SEE sarEDUL.E) i I FOR Y7n. i ULE)1 FOR Min.SEPARAilON y� :SEPARARON TOI y IXISnNG GLASS O WI TO EXISRNG GLASS N 1 I zTHREADED 1 SEPAR4T70N TO 1 1 I 14 PIWEM47ION A 4"O.C. I EXIS77MG OL45S I j 4 1 1 .1 I I I G I I ALTERNATIVE 1 ALTERNATIVE 3 ALTERNATIVE 8 ALTERNATIVE f0 (M PANEL N Law>6�0'.Pr' n. WOOD TRUSSES OR RAF7FR (SEE SCHEDULE) 1 3 A 24'a c. OR FOR IST SEP LASS W SEE SCHFDULEJ I 1 IL7 IXSlR1G GLASS m 1 FOR Yin. I (SEE SCHEDULE) fCC� ISEPAR177ON TO I :EXISTING GLASS I FOR Min. I SEPAPA77ON TO ( ALTERNATE I W M I EXISTING CLASS 2-x 6' LEG IJ .SPO ED Ey I WOOD DECK 1 LOCATION i W ; ED 1 (AV RRMSH I O B ALLOWED) ®Y/DW/07H OF PLATE 1/4 o r J/4' 1'x 4'x 1/e'(IG) int. 8 j RW BUILDS( 6067-T5 Ahura.TUBE C. I a 1/4'0-20 QCO malee/Rmde roc SCREWS w/(z!a/re•oTo EACH - — u PLATE PANEIAIATF OR Male PANELM47F PLUS A 6'O.C. I RAFTER OR LOG7E t I aEouiRm ®12'O.C.W/1 7/8"A6. THREADED a SCREWS AT AffiM Ik aF _:' •; TIL PINf7RARON CAnt I fXGDNG I1D00 MWfiER ' 1/4"0-20 x 414' (sEe SCREDULE) I R.Mi.HOLmwc wm� Eo EO 1/4'I-TO x J/4" BOLTS w/7/BFOR Yin. I z 1NLr.1N BOLTS W/7/8 x 1"Min. J/32AN NUTr t SEPARARON TO I 1/4'0 LAC SCREW J/J2'WING NUT A '24.G 1 IXrrnNc LXAss I W/1 1/2 Nn.THRFADEU A 12'D.G I 1 4'0-20 r J/4' PENETR4770N A 4'O.C. I DOLTS 1 4"®OS.S. 12'06 w 2 0.G ALTERNATIVE 4 \y/^ NUT WA ALTERNATIVE 2 STUD: 1/4"0 LAC SCREW A (A1ar.DESIGN L040=f!Lf.0 Pel q. z4 D.C. I PENETRATION TO VOSnNG WOOD H6-O.C.W/1 1/2"LEI.THREADED ALTERNATIVE 11 Mar.PANEL LOAD-8'-0 J CEILING LTG FLOOR MOUNTING INSTALLATIONS U/REO EADER. SECTIONS G SCALE: 1/4'_ 1' NOTE FOR COUSINA77ON OF SECTIONS: FLOOR/WALL/CFIUNG MOUNRNG SECTIONS CAN BE WALL MOUNTING INSTALLATIONS COMBINED IN ANY WAY TO SUST.A�I INSTALLAHON. ALTERNATIVE 9 SECTIONS e� .... r ' INSTALLATION DE.7 jS�M ��_NG WOOD BUILDINGS FLORIDA BUILDING CODE (High Velocity Hi no ZonO) NOTES., j40,04167 02015 MZECa NQ 0.030"THICK GALVANIZED BERTHA STEEL F.R.L. STORM PANEL (2.25"DEEP) OR4wN sr' 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE R477MC 05/24/x5 AND MAX.PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT �. E C O N�. EASTERN METAL SUPPLY, INC DATE: THAT FOR ALTERNATNES 2 AND J A Max.PANEL LENGTH OF 8'-0"AND A �."+ vw, F• 4268 MST ROADS DIM Max. DESIGN LOAD OF f 61.0 PSF SHALL BE USED. 9 •`. ti TILL?TESTING It ENGINEERING COMPANY WEST OAUE BEACH,Ft.]3407 • NW.sFu.a 54v JAS:WW¢I GwtWJ4 n MI. PHONEFA%:(981}588-478015-048 2. FOR NEW WOOD FRAME CONSMUC77ON: WOOD MEMBERS TO BE SOUTHERN ';. rre,.=(x>sk r-Inro.�:L•7atwn-luxPIN£NO.$ WSPEClF7C DENSRY OF 0.55 OR£OUAI. SC• ORtwac 1bt(rltt113tI+,,1�0. na�ertla uTIa%ai'R Florida Building Code Online Page 1 of 2 F �r gd. &Scd w ^g Z k � i�011a Geprtmentl BCIS Home i Log In i User Registration Hot Topics Submit Surcharge E Stats&Facts I Publications I FBC Staff SCIS Site Map Links Search t`µ r'1 Busines , Product Professik' .USER:Public User Approval Regulation yyq Product Approval Menu>Product or Aoolication Search>Application List>Application Detail yb. FL# FL4092-117 Application Type ion Code Version 2014 Application Status Approved Comments Archived w.) Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 5 Validation Checklist-Hardcopy Received Certificate of Independence FL4092 R7 COI EvalReo CWS-223D(HS-8200,72x72,NI).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 PA TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/12/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL4092 R7 II CWS-340D(HS-8200.XOX XO, NI).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:HS-8200,54 x 62,2 lite,DP 45 PSF; HS-8200, 125 FL4092 R7 AE EvalRep CWS-340D(HS-8200. XOX XO, 5/8 x 62,3 lite, DP 30 PSF.Glass complies with ASTM NI). dP E - 4. Created by Independent Third Party: Yes 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window emits of Use Installation Instructions Approved for use in HVHZ:No FL4092 R7 11 CWS-223D(HS-8200, 72x72,NI).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other:HS-8200 PVC Horizontal Slider,XO or OX,72"x FL4092 R7 AE EvalRep_CWS-223D(HS-8200.72x72. 72",DP 40 PSF.Glass conforms to ASTM E1300-04. NI), df Created by Independent Third Party:Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider,OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4092 R7 1I CWS-4868(HS-8200,74x54, HVHZ NI).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:HS-8200 PVC Horizontal Slider,XO or OX,74"x FL4092 R7 AE EvalReo CWS-4866(HS-8200.74x54, 54".See Installation drawings for Design Pressure. Glass HVHZ,NI).Ddf complies with ASTM E1300-04. FL4092 R7 AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: SCCU[it^.tk?tUti;� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5 fa... 5/12/2016 GENERAL NOTES: ®mw HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC - 73 1/4"FLANGE WIDTH-- 3.CONFIGURATIONS:"OX","XO". 8200 PVC 72"MAX UNIT WIDTH— 4.DESIGN PRESSURE RATING(SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER A I GLASS TABLES ASTM E-1300.04. NON-IMPACT -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ---- -- -- -- - INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. u c2 ao o .. 1 1 N o 1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED I 1 I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o o o i<{ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD �- Ywm ..j ANCHOR CALCULATIONS. p p ❑ } B B w ¢ ¢ ¢imi 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z wwij U) 73 1/4" I I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m o m I FLANGE I I w ¢ m w' HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT LL o j iU) USED AT FIXED MEETING RAIL AND JAMB. a N N z w w in (x'O 2 8.SERIES/MODEL DESIGNATION HS-8200. a Q a a a 72" `x, i w w w w [C MAX 1 1 /\ 1 68 9.!16" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I ¢ < ¢ v UNIT 1 1 I MAX X=OPERABLE SASH.0 FIXED SASH a a a a I., HEIGHT I SASH __>_ > > 0-J HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Or-) Do < LOCATION. j IZI 67 GLASS 13116 1 1 1 I1 65 114"-R� GLASS 11•EXTERNAL WEEP SLOT=1J4"x 1"LOCATED 4"FROM BOTH ENDS. ,,`,��%P�jDRE4ll+TG�� DLO 1 6 DLO -�%4'q_* C No 58201 '�13 D *� I 1 Lucas A.Turner :-0 6 I I 2015-04-03 %-P STATE ®F a�� — C I 13:02-04:00 tCs;:=kms•4, C IA A 6 -------32"GLASS DLO 132"GLASS DLO-- 4/312015 — 35 Sitio"MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 09/12/07 DP CHART&GLAZING DETAILS........2 DWG#: REV.:— SECTION VIEWS&ALT.FRAME.........3 SEE COMPARATIVE ANALYSIS EXTRUSIONS&B.O.M.........................4 72"X 72" NONE CWS-223 D ANCHOR SCHEDULE&NOTES..........5 CHART, SHEET 2 scA�E- INSTALLATION DETAILS.....................6 SHEET 1:14.29 1 OF 6 UnitEqual Split OX or XO Design Pressures(PSF) Unit Width(in.) , Height Glass WINDOW SYSTEMS (in.) Type 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72 1900 SW 44TH AVE. A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40wWW..0 FLORIDA 34474 www.cws.cc 351/2 B,C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 391/2 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 8200 PVC B,C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 HORZ.SLIDER 431/2 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 NON-IMPACT B,C.D +60.0/-60.0 +60.0/.60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 471/2 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0B.C.D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 o' 51 1/2 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 oo � ool B.C.D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 .. 551/2 :aA +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51Y W W W� .4 +45.5/-45.5 +40.0/-40.0 o o p } B,C.D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 W ¢ A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 c-) o 591/2v v 1 I Z B,C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.6/-58.6 +51.4/-51.4 +45.5/-45.5 +40.01-40.0 < c o I 631/2 A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +55.8/-55.8 +54.8/-54.8 +53.8/-53.8 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 a ¢ R 1z B.C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +59.7/-59.7 +56.5/-56.5 +53.8/-53.8 +51.4/-51.4 +45.5/-45.5 +40.0/-40.0 w w w10iOWC a a A +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +56.6/-56.6 +51.8/-51.8 +50.2/-50.2 +49.7/-49.7 +47.4/-47.4 +45.5/-45.5 +40.0/-40.0 o ¢ o o 671/2 w W W jrL� B,C,D +60.0/-60.0 +60.0/-60.0 +60.0/-60.0 +58.9/-58.9 +55.3/-55.3 +52.3/-52.3 +49.7/-49.7 +47.4/-47.4 +45.5/-45.5 +40.0/-40.063 ¢ < ¢ ¢ aa a dj l 72 A +60.0/-60.0 +60.0/-60.0 +58.5/-58.5 +54.2/-54.2 +48.4/-48.4 +45.9/-45.9 +45.6/-45.6 +43,6/-43.6 +41.8/-41.8 +40.0/-40.0 W I-p B.C.D +60.0/-60.0 +60.0/-60.0 +58.5/-58.5 +54.5/-54.5 +51.1/-51.1 +48.2/-48.2 +45.8/-45.8 +43.6/-43.6 1+41.8/-41.8 +40.0/-40.0 00 m <10 ¢tluulpl ��p1DREy/ �0,r �� 5G .__._7/8"OVERALL ---------- -_---7/8"OVERALL !--- ---7/8"OVERALL 7/8"OVERALL ��',•'�G6'A'SFy r -- ---1/8"ANNEALED -3/16"ANNEALED 118"TEMPERED TEMPERED v:� No 58201 -- --518"AIRSPACE �--- -1/2"AIRSPACE --5,8"AIRSPACE I ! 1/2"AIRSPACE ro * , -118"ANNEALED I i 3.116"ANNEALED -178"TEMPERED -3/16"TEMPERED ig S STATE 4F :'w� %ate'• •�,'1': SIKAFLEX 552 OR SIKAFLEX 552 OR �4 SIKAFLEX 552 OR 24 SIKAFLEX 552 OR �i�i,Fs (. P 1 D,aG;,�� 2J PURFECT GLAZE"H„ PURFECT GLAZE"H" �J PURFECT GLAZE"H" / PURFECT GLAZE"H" / !!!11!11 ttttt 1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE 1,12"GLASS BITE LUCAS A.TURNER,P.E. FL PE#58201 5 1239 JABARA AVE. mr-1- NORTH PORT,FL 34288 O cFF IlD O PH.941-380-1574 574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D DRAWN BY: DATE: ADE 09/12/07 f5WG N: REV.: CWS-223 D scnLE: NOTE:IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE SHEET1:1 2 OF 6 INTERIOR WINDOIq SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 23 '1a15 44, (5) 4 6) 7118 WWW.CWS.CC ,I 8200 PVC HORZ.SLIDER NON-IMPACT �2 �2 Z: m O r2� W Q1a, 10. 4 10 Cj, co Z z U O D U z m F m mi i0 SECTION VIEW B-B > — NOTE:FIXED LITE AT HEAD ¢ w ¢ ¢ p w 1 or AND SILL IS SIMILAR. a w a a I1= o m o old nt � ww �;ct ¢ � aai�� IJn�I ✓ a a a 0,w 33 u -7) O U m Q�OI �y`P...REt..,TG�� v: No 5$201 •:��% INTERIOR -*: +Q' -v• ?tum :9' STATE QF 4u ,-C4) a 7'_-Z 25) 1 7 4/3/2015 3 12 --t� u p LUCAFL PE#58201R,P.E. I 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 16 SHEET DESCRIPTION: O (t 0 SECTION VIEW C-C 39 ALTERNATE FIN FRAME DRAWN BY: DATE: SECTION VIEW A-A ADE 09/12/07 DWG x: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-223 D 22,30-31 SCALE: SHEET 12 3OF6 PARTS LIST CORNER CONSTRUCTION //� ITEM PART# DESCRIPTION VFNDOR MATERIA1, if r1lIR9�j(90. 1 H-6031 Main Fr.,SH,w/Fig.,PVC Mikron PVC 31/8" WINDOW SYSTEMS 2 H-1836 Meet.Rail,Fxd. Keymark Alum --23/16" t 15,16" -{ 1900 SW 44TH AVE. 3 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1 I OCALA,FLORIDA 34474 4 H-6027 Sash Meet.Rail,PVC Mikron PVC � - v WWW.CWS.CC 5 H-1497 Reinf.Sash Meet.Rail Keymark Alum I -� 6 H-6028 Sash Bottom Rail,PVC(S.S.R.for HS) Mikron PVC 211/16" 18" I CORNER WELD 7 5-1498 Reinf.S.B.R./S.S.R/S.T.R. Keymark Alum l/ts" J� 1/t6" I 1/16" (ALL SIDES) 8200 PVC 8 H-6004 Sash Top/Bot.Rail Mikron PVC o - 1'e HORZ.SLIDER 9 S-1776 Roller track Keymark Alum 10 S-6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron PVC - NON-IMPACT 11 S-6013 Scrn.Adapt.,w/Nib,PVCMikron PVC PVC FRAME FLANGE PVC SASH MTG.RAIL PVC SASH SIDE RAIL H-6031 H-6027 H-6028 22 12 S-6014 Scrn.Adapt.,PVC Mikron PVC 42 N r, o 13 P-3783 Roller,Tandem M&M Nylon o R lZ o W N O � 8iw 14 P-3783 Lock,Impact,PVC Interlock Zinc o o zZ ool 15 P-4069 Keeper,Impact,PVC Interlock Znc 16 P-4479 Weep Cover w/Flap M&M Nylon Y w w w i':.: 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab i I � 1 112"--! FIXED MEETING RAIL I w ¢ ¢ ¢ m 19 P-3539 #8 x 0.75"Ph PH Tek@keeper Fastenal Steel 3/16" SCREWED TOGETHER WITH z i �Z '--- T_ OUTERFRAME c� o ct �' 20 P-3541 #8 x 0.5 Ph PH Tek@roller Fastenal Steel ! 2 1:8 m c m m 0 21 P-4051W #8 x 1.250 Ph FH TEK,Wht.@lock Fastenal Steel 8 a o rn 22 P-3342 Seam Sealer,SM-5504 Schnee Silicone ! t;16" o " o o i •i- 3 9/16" 1 5/8" Q 2 1/8" W 23 P-3752 Cap Plug,1/2"Hole M&M Nylon fI m m rc ct'OI i w w w w:- 2 24 P-4648 Purfect Glaze"H",Sika Flex 552 Henkel/Sika Silicone -1/t6" a a a i a o D a 25 P-3352 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. FrankLowe Rubber I I t ( w w F w! 1c 26 P-3683 HS-8200 Gold Cert.Label F--1" o o 0 0 27 P-3881 Temporary Lbl.(NFRC/DP) j PVC SASH TOP/BTM RAIL FIXED MTG RAIL ww 28 Fixed SEE SHEET H-6004 H-1836 -—i- __R_ r 29 Sash SEE SHEET 2 PVC FRAME FIN 0 ce m <1b H-6026 30 P-3281 Spacer,DuraSeal TruSeal {lt1�I�Nry� 33 P-321 Screen Frame,Horiz. Aftmetal oliForm 34 P-33218 Screen Frame Corner Key Allmetal RNylon t tI4" 1 VB" -1 1 8" 3/q" 5/8" �`��P�P...... rGni�'o 35 P-3581 Screen Cloth,18 x 16 Fiberglass 7/16^ 112„ 5/1s^ 3/16" I �'vC • No 58201 X13 36 P-3228 Screen Spline,.155 Dia.,Blk. Dapa - 37 P-3029 Screen Pull Tab Summit _ 9 Clio - # C k 38 P-3033 Screen Spring,SS Fla.Spring 1/16" 1116' 39 P-3113 Screw Support,PVC Team Plastic Rubber '13'- STATE OF :4u' ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF.SBR/SSR REINF.SASH MTG.RAIL %0'- 40 S-6063 Fixed rail Cover Mikron PVC S-1776 S-6013 S-6014 S-1498 S-1497F' 41 S-6005 Anti-lift out Mikron PVC 42 P-4638 #8x 1/2",PH,Modified Truss,TEK2 Fastenal Steel rSIfoNA1 M?G�� 43 1 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab X;;:11 44 1 P-5250 Lock,Impact,PVC,Flip,(optional style) Roto Frank Znc 9/16" 1/2"---+-- J LUCAS A.TURNER,P.E. a0 10 3 16^-� f• 3" -� FL PE#58201 1 5116" 7/8" O 39j 1239 JABARA AVE. L 1116„ J r NORTH PORT,FL 34288 SCREW SUPPORT PH.941-380-1574 PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 SHEET DESCRIPTION: S-6063 S-6064 BOM AND EXTRUSIONS DRAWN BY: DATE: ADE 09/12/07 OWGM: LINE ITEMS NOT USED: CWS-223 D 17,31-32 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1.2 40F6 ANCHOR @ MIDSPAN— WINDOW SYSTEMS (TYP.) 1900 SW 44TH AVE. 3"(TYP.) 3"MAX.(TYP.) - -: 6"MAX.0.(TYP.) OCALA,FLORIDA 34474 6"MAX.(fYP.) 4"(TYP.) SEE NOTE 2 3"MAX.(TYP.) I I SEE NOTE 2 WWW.CWS.CC 6"MAX.(TYP.) j L �- 8200 PVC INSTALLATION L INSTALLATION HORZ.SLIDER ANCHOR(TYP.) 6 ANCHOR(TYP.) NON-IMPACT MAX.O.C. (TYP.) T i2 a2 o m o I I I I IN O owco i� FWSm ao (0"MAX O.C. C w LLI <NP O / O \ Yw 2 CO2 i j z <17 U O D U z Q LL LLe (n ^ O w CC W CC ¢I O CC W i? W a a ajl—; O D w w!�� -- -- -- -- -- -- -- -- W a a a a;rn ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(PINI -— U m < Jas N� ...RE..l�T�i" v:I No 58201 �'�11 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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z� 3.ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE 1,SHEET 6. 4131201 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--11 574 SHEET DESCRIPTION: 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 6Y: DATE: 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. ADE 09/12/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: aEv: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-223 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5OFS MIN.EMBEDMENT 11 7/!1(�9am.0 TYPICAL HEAD ANCHORAGE SEE TABLE 1 ----SUBSTRATEV(9C(�bY uulc BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. Ira"MAX.SHIM--+ SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 ' _ SEE TABLE 1 I BY OTHERS 1900 SW 44TH AVE. I I SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BYOTHERS� j 114"MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE t PERIMETER SEALANT SEE TABLE 1 1 —— 8200 PVC BY INSTALLER + t INSTALLATION ANCHOR— INSIDE AND OUT / SEE TABLE I HORZ.SLIDER SEALANT BEHIND J SEE TABLEDI NONIMPACT FLANGE BY INSTALLER —114"MAX.SHIM m o r� oIWI PERIMETER SEALANT j N 7:_ PERIMETER SEALANT BYINSTALLER ! c'q m 6BYINSTALLERINSIDE AND OUTIINSIDE AND OUT INSTALLATION ANCHOR � OOOSEALANT BEHIND SEE TABLE 1 w ¢ ¢ ¢;m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND ` SEE TABLE 1 FIN BY INSTALLER v o c) o! !Z ! o l HORIZONTAL SECTION C�• HORIZONTAL m U m m v _ o ;(n 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE " HEAD AND SILL SIMILAR FOR FIN INSTALLATION I ¢ $ N Z W CC ww. ¢ a a QIQ w w w'CCI 114"MAX.SHIM I o 0 0 0 l SEALANT BEHIND - I a a a a I w FLANGE BY INSTALLER \ O I o U m ¢ O PERIMETER SEALANT MINBYINSTALLER .EMBEDMENT INSIDE AND OUT SEE TABLE I :1P FTGR,L, SUBSTRATE BY OTHERS L v No 58201 SEE TABLE I MIN.EDGE DIST. SEE TABLE I A VERTICAL SECTION �g0 STATE OF .� TYPICAL SILL ANCHORAGE �i�'n�•'�(QAt..p;G�C�,•� TABLE 1:APPROVED INSTALLATION FASTENERS O 4/14/9015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON V 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3`8" 7,8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3.'8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE_ 09/12/07 1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD MIN. E FILLET, F LL PERIMETER, ADHESIVE CAULK IS APPLIED DWG p: — REV.: FLANGE 7/Ig�� INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-223 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. scA�E: SHEET 1:2 60F6 Florida Building Code Online Page 1 of 2 FlolidaDpartrrentq BCIS Home Log In I User Registration Hot Topics Submit Surcharge E Stats&Facts Publications FBC Staff E BCIS Site Map i Links Search >'l Busines g..p Professial Product Approval USER:Public User RegUlat10(3 Product Approval Menu>Product or Application Search>Application List>Application Detall FL# FL4092 R7 Application Type RevisieR- Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Categoryindows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M 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 1M Validation Checklist-Hardcopy Received Certificate of Independence FL4092 R7 COI EvalReD CWS-223D(HS-8200.72x72,NI).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 PA TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/12/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/22/2015 Summary of Products FL Model,Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window jUmits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R7 II CWS-340D(HS-8200.XOX XO.NI).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: HS-8200,54 x 62,2 lite,DP 45 PSF; HS-8200, 125 FL4092 R7 AE EvalReJ?CWS-340D HS-8200.XOX XO 5/8 x 62,3 lite,DP 30 PSF.Glass complies with ASTM NI . df E1300-04. Created by Independent Third Party: Yes 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FI-4092 R7 II CWS-223D(HS-8200,72x72,NI).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider,XO or OX,72"x FL4092 R7 AE EvalRe CWS-223D(HS-8200. 72x72. 72", DP 40 PSF.Glass conforms to ASTM E1300-04. NI).udf Created by Independent Third Party: Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider,OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4092 R7 II CWS-4868(HS-8200,74x54, HVHZ, NI).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:HS-8200 PVC Horizontal Slider,XO or OX,74"x FL4092 R7 AE EvalReCWS-486B(_HS-87_0_0 74x54. 54".See Installation drawings for Design Pressure.Glass HVHZ.NI).Ddf complies with ASTM E1300-04. FL4092 R7 AE Ouanex(Mikron)NOA 12-1017 02.1)df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: LET] IBJ 99 securiY�arr�rrurc s" ra - rel http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/12/2016 GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT ��®�� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS (SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 126 7/8" 3.CONFIGURATIONS:"OX","XO","XOX". MAX.OVERALL FLANGE WIDTH i 8200 PVC —125 SIB"MAX.UNIT WIDTH ' 4.DESIGN PRESSURE RATING(SEE SHEET 3): NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER 59_ GLASS TABLES ASTM E-1300-04. NON-IMPACT GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER D INFILTRATION TEST PRESSURE AND GLASS TABLES _ -} R1_11161" ASTM E-1300-04,63 1;4" 8 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USEDN N m oLU MAX8, ¢ OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHORFLANGE I C DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD LL w LLI HEIGHT 628/ 5�/ ANCHOR CALCULATIONS. p p pMAX. 3L16° w ¢ ¢ ¢ mUNIT ASS O X 0 GLASSHEIGHTO g DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE z Cn 589%16„ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ° �' z SASH __ __ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT vHEIGHTF I a USED AT FIXED MEETING RAIL AND JAMB.1 I CC ¢ F Z wU w!0 8.SERIES/MODEL DESIGNATION HS-8200. oF �J A� w o w!w m E MAX. D �e l E 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I Q w g Q U SASH WIDHT X=OPERABLE SASH,O=FIXED SASH w 0 0 0!0 m a a aia 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 55141 p U m'¢ O MAX.OVERALL LOCATION. Z I FLANGE WIDTH1t111t1J�JrJJ -1' 11.EXTERNAL WEEP SLOT=1!4"x 1"LOCATED 6"FROM BOTH ENDS. P�OREw -le 54"MAX,UNIT WIDTH 23 3 6L 23 3;16 ��vOP;No 58201 •�fi� GLASS DLO GLASS DLO Lucas A.Turner s 2015-04-03 a 13:06-04:00 '9 sTArs OF :� 631/4ZB --MAX. 6fl 915 ��F . ?✓OVERALL MAX. FLANGE SASH5713116' NA;HEIGHT HEIGHT O B D OSS62" K-IL4°MAX. GLASS 4/3/2015 UNIT DLO LUCAS A.TURNER,P.E. HEIGHT FL PE#58201 -- 1239 JABARA AVE. CA NORTH PORT,FL 34288 PH.941-380-1574 MAX.SASH WIDTH SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN 6Y: DATE: GLAZING DETAILS...............................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AAJ 07/01/08 COMPARATIVE ANALYSIS..................3Dwc a: Rev.: SECTION VIEWS&ALT.FRAME 4-5 XO 54 x 62 SEE COMPARATIVE ANALYSIS NONE EXTRUSIONS&B.O.M.........................6 CWS-340 D ANCHOR SCHEDULE&NOTES..........7 XOX 1/4 1/2 1/4 125-5/8"x 62" CHART, SHEET 3 NONE SCALE: SHEET INSTALLATION DETAILS.....................8 1:33.33 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ.SLIDER NON-IMPACT j N N I. `L ul W W w ❑ ❑ O Y W Q Q Q m 718"OVERALL 7/8"OVERALL 7/8"OVERALL �- - 718"OVERALL I Z —{ 1/8"ANNEALEDF-3116"ANNEALED 1/8"TEMPERED I 3/16"TEMPERED ! m < m i O 518"AIRSPACE 1!2"AIRSPACE 5/8"AIRSPACE 1.!2"AIRSPACE cV ¢ cV W Z W 1/8"ANNEALED 3/16"ANNEALED 1/8"TEMPERED i t--3116"TEMPERED ( m "' ¢I 9 D[ w w w O a ¢ m Z d SIKAFLEX 552 OR ! SIKAFLEX 552 OR SIKAFLEX 552 OR w d w w Q t36 SIKAFLEX 552 OR 36 PURFECT GLAZE"H" PURFECT GLAZE"H" 36 PURFECT GLAZE"H" !F" U PURFECT GLAZE"H" j a a ala W > > >I� ❑ i 112"GLASS BITE ! ❑ U m ¢ O 1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE I I Z rl � ♦♦♦� P*1DRE6V T�i� 38 9 38 ;♦�Q ..........�,L�P� 9 47 J - n No 58201 O QUI O 9a srATe aF :;��; GLASS TYPE A GLASS TYPE 8 GLASS TYPE C GLASS TYPED ��F`5-.�O q 1a.'�jr=�♦♦ ��gS��hfA„��1♦♦ 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION GLAZING DETAILS DRAWN BY: DATE: AAJ 07/01/08 DWGtt: REV.: CWS-340 D scALE: SHEET 1:1 2OF8 XOX DESIGN PRESSURES(GLASS TYPE B ORD IN THE FIXED LITE,GLASS TYPE A,B,C,ORD W THE SASH) UNIT WIDTH(IM 55 165 175 187 1/2 1102 1/2 1108 3/4 1110 1/4 1120 1125 5/8 WINDOW SYSTEMS UNIT SASH WIDTH(IID 1900 SW 44TH AVE. HEIGHT I 15 5/8 18 7/16 21 5/16 24 7/8 29 1/8 30 7/8 31 5116 34 1/16 35 11/16 OCALA,FLORIDA 34474 (M WWW.CWS.CC 17 7/8 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +42.5/-42.5 +40/-40 29 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40.1/-40.1 +39.1/-39.1 +33.5/-33.5+30.9/-30.9 $ZOO PVC 31 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +33.1/-33.1 +30.4/-30. 35 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +32.9/-32.9 +30/-30 HO RZ.SLIDER 39 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +391-39 +32.9/-32.9 +30/-30 NON-IMPACT 41 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +32.91-32.9 +30/-30 43 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +32.9/-32.9 +30/-30 n w o 47 1/2 +451-45 +45/-45 +45/-45 +45/-45 +45/-45 +40/-40 +39/-39 +32.9/-32.9 +30/-30 w c2 o ¢ o,o 51 1/2 +45/-45 +45/-45 +45/-45 +45/-45 +43.8/-43.8 +40/-40 +39/-39 +32.9/-32.9 +30/-30 I o 0 0 0 53 1/2 +45/-45 +45/-45 +45/-45 +44.7/-44.7+41.3/-41.3 +40/-40 +39/-39 +32.9/-32.9 +30/-30 j ! Y w w w 55 1/2 +45/-45 +45/-45 +45/-45 +42.4/-42.4 +39/-39 +38/-38 +37.7/-37.7+32.9/-32.9 +30/-30 j w ¢ ¢ 4 m 62 +45/-45 +44.9/-44.9+40.4/-40.4+36.4/-36.41+33.1/-33.11+32.1/-32.1 +31.8/-31.8+30.6/-30.6 +30/-30 o I z m Q ©I O ¢ w ¢ O XO OR OX DESIGN PRESSURES(GLASS TYPE A,B.C,OR D) IW w I w w o UNIT WIDTH(PA a ¢ a I Z9: UNIT w w w I w U o oIo HEIGHT(IN) 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 j wo 17.875 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-61.9 +45/-54.6 +45/-50.8 o m ¢ O z 29.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 31.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45Pr1DRElq��G��, 35.5 +45/-67.5 445/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 ��VP`s...'G E N SF•.Py:; 39.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/ z -49.5 +45/-45 Z,4 Na 58201 ;�15 41.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-58.2 +45/-49.5 +45/-45 43.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 9: STATE OF :w� 49 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 :�,p'., 51.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-66.7 +45/-58.2 +45/-49.5 +45/-45 ��FS' t p''CG��.`� 53.5 A5/-6 -67.5 +45/-67.5 +45/-67.5 +45/-65.9 +45/-63.6 +45/-58.2 +45/-49.5 +45/-45 11+r ll stil 1a�`� 55.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-65.4 +45/-62.9 +45/-60.7 +45/-56.9 +45/-49.5 +45/-45 59.5 A51-67.5 +45/-67.5 +45/-65.6 +45/-60.1 +45/-57.8 +45/-55.7 +45/-521 +45/-49.1 +45/-45 4/3/2015 62 +45/-67.5 +45/-67.5 +45/-62.5 +45/-57.2 +45/-55 +45/-53 +451-49.5 +45/-46.6 +45/-45 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS DRAWN BY: DATE: AAJ 07/01/08 NOTES: DWG li: flEV.: 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE CWS-340 D 2.ALL XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. SCALE: SHEET 1:1 3 OF 8 INTERIOR aaol . WINDOW SYSTEMS r .-1 1900 SW 44TH AVE. 3; J 23 2 3� 8 7, 4� *1( 6� OCALA,FLORIDA 34474 I WWW.GWS.CC 8200 PVC HORZ.SLIDER NON-IMPACT Nw¢ Ywww 14 42 44 31 J'261�5 47}50 14 4W ¢ Q ¢ m SECTION VIEW B-B i o z m a LL o. U) �6 ¢ w ¢I r 0 w z I- [C L� Ic�� ! o o ❑ a 50 _ F d w w CL 11 ! F U 49 � I � � ¢o o Qo o cn 36) 0 U m�¢ Z INTERIOR ��,PS P� OENS.TG��i 43 No 58201 •:75 =ro: rrG 'P' ESTATE OF :�y4t 5;\ 10 ,46 Fir 4/015 1 LUCAS A.TURNER,P.E. FL PE#58201 24 1239 JABARA AVE. ��7770 NORTH PORT,FL 34288 2 PH.941-380-1574 SECTION VIEW C-C SHEETDESCRIPTION: 5_ ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW A-A OX DRAW_BY; DATE: AAJ 07/01/08 OWGli: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-340 D 20,25,27,34,39,40,41,48,51,52 SCALE: SHEET 1:2 40F8 omm35 10 O 4 41 '��B 8'26 l3p0 2 23 INTERIOR 22 23 31 3i 26 8 38 43 9 38 10'i26� 3 WINDOW SYSTEMS i 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8200 PVC HORZ.SLIDER NON-IMPACT ' N N 63�C5 I- 3 49 14 49 50 4 X75 5 38 1'd 44 42 (14,38 5 1 4�50 49 4 50 4i 17 4 1 \ l m � o'oQ ' �)� A 6 JJ C� C� C� OCC 07 0 Y W WiW w ¢ ¢ ¢ m z U) U O U Z SECTION VIEW E-E 9 Q m 0 \35) N W Z w (018- lj w v wl0 ¢ I a ¢ a a D 50 50 —11 i w o w w ¢ 4§ I uj as �s Y'A' 0,013iaaDJUm':.QZ ,,pt14ll REylifif INTERIOR ��,,VP`�•��C E N SFli,Q?'��II No 58201 '�13 43 21 45 :9 STA7E OF 306 _4Q 49 to$ 10) 50 1a 29 :26 O 4/3/2015 12 O LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. (4) NORTH PORT,FL 34288 2 O PH.941-380-1574 SECTION VIEW F-F SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS SECTION VIEW D-D XOX DRAWN BY: DATE: AAJ 07/01/08 DWGp: HEV.: ITEMS NOT SHOWN FOR CLARITY: CWS-340 D 20,25.27,34,39,40,41,48,51,52 scALE SHEET 1:2 50F8 PARTS LIST CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL (( Pl!](C9f}®TKi�•�/z(/Q 1 H-6031Main Fr.,SH,w/Fig.,PVC,Head Mikron PVC 3 1!s"� WINDOW SYSTEMS L��/�/J� 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron PVC 1, 16" 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron PVC 1� t 15116"1 OCA A, 44TH AVE. OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron PVC WWW.CWS.CC 5 H-1836 Meet.Rail,Fxd. Keymark Alum -' /3 9� 6 S-6005 Anti-Lift/Roller track 211/7 6" v 1 5/8" 1 5'g n`.1 CORNER WELD 7 H-6027 Sash Meet.Rail,PVC Mikron PVC 1116" 1n6" LI tlt6' (ALL SIDES) 82(]0 PVC 8 H-1497 Reinf.Sash Meet.Rail Keymark Alum 0 1 J_ Illi 1:8 HORZ.SLIDER 9 H-6028 Sash Bottom Rail,PVC(S.S.R.for HS) Mikron PVC NON-IMPACT 10 S-1498 Sash S.Top/Bot. Keymark Alum PVC FRAME FLANGE PVC SASH MTG.RAIL PVC SASH SIDE RAIL 11 H-6004 Sash Top/Bot.Rail Mikron PVC H-6031 H-6027 H-6028 12 S-1776 Roller track Keymark Alum i w o 13 S-6064 lGIz.Bd.,7/8",Fxd.,Horiz. Mikron PVC 14 S-6064 GIz.Bd.,7/8",Fxd.,Vert. Mikron PVC �- o 0 0 0 0 15 S-6063 Fixed Rail Cover Mikron PVC 17 S-6013 Scrn.Adapt.,w/Nib,PVC Mikron PVC 3 1,6 Y w w w 18 S-6014 Scrn.Adapt.,PVC Mikron PVC - 54 t--1 1/2" FIXED MEETING RAIL w ¢ ¢ ¢ m 21 P-3804 Roller,Tandem M&M Nylon 13/161, -+ SCREWED TOGETHER WITH ZCn c� o c�': 22 P-3763 SpringLock,Impact,PVC Interlock Zinc Z nc i � \5J 23 P-4069 Keeper,Impact,PVC Interlock Znc 11 v o m 24 P-4479 Weep Cowr w/Flap M&M Nylon „ ^ 1116” i N � � W Z > 3 9116" 1 5.8 �I 2 118" I w 25 P-3893 Reinf.Plate,F.M.R. BearMetals Alum O —� i w w o 2 26 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 1116" ! o ¢ o!o ~a 27 P-4638 #8 x 2.5 Ph Modifed Truss,Type A TEK Fastenal Steel _ ! w rw-I w m 29 P-3768 #8 x 0.625 Ph PH SMS Fastenal Steel H-1" o 0 0 l o w 30 P-4051 W #8 x 1.250 Ph FH TEK,Wht. Fastenal Steel PVC SASH TOP/BTM RAIL FIXED MTG RAIL i p 31 P-3748W #6 x 0.625 Quad FH TEK,W ht. Fastenal Steel H-6004 H-1836 H-6026 l 34 P-3342 Seam Sealer,SM-5504 Schnee Silicone PVC FRAME FIN o v m 1¢ Z I 35 P-3752 Cap Plug,1/2"Hole M&M Nylon 4114111018► 36 Purfect Glaze"H"or Sikailex 552 Henkel/Sika Silicone �1�iPAOREl,V`rG��i 38 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Franki-owe Rubber 1 1/a^ t 118„ -1 118' 3/4" 5!s- _ ,��p ��CENS •.Q��i 39 P-3683 HS-8200 Gold Cert.Label,NFRC,Non-Impact ASTME _ 3/16' 40 P-3881 Temporary Lbl.(NFRC/DP) 1/2 �J 1 8 X v: No 58201 - 41 P-3613 CWS Lbl.(logo) 1J -�:n�}u �1� 7— 10 42 Glass,Fixed 1/16" L7t6„ i fns" T I-1it6" L� V16" 43 Glass,Sash '9 STATE OF :41J 44 P-3281 Spacer,DuraSeal,Fixed Tremco ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF.SBR/SSR REINF.SASH MTG.RAIL S-1776 S-6013 S-6014 S-1498 S-1497 45 P-3281 Spacer, eTremco 46 P-3218 Screen Frame,Horiz. Allmetal RollForm SeolN 111116 47 P-3218 Screen Frame,Vert. Allmetal RollForm Z 48 P-3321 Screen Frame Corner Key Allmetal Nylon 4/3/2015 49 P-3581 Screen Cloth,18 x 16 Fiberglass 9116" 1/2"----�. 50 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 15 114^--j 3/ts I LUCAS A.TURNER,P.E. 51 P-3029 Screen Pull Tab Hurley 1 13 1� ----3"— -1 FL PE#58201 52 P-3033 Screen Spring,SS FIa.Spring 1 5 16" 718" p 55 1239 JABARA AVE. 54 H 6026 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1;tg" j— r NORTH PORT,FL 34288 55 P-3113 Screw Support,PVC Team Plastic Rubber L SCREW SUPPORT PH.941-380-1574 PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 SHEET DESCRIPTION:- S-6063 S-6064 BOM AND EXTRUSIONS DRAWN 6Y: DATE: AAJ 07/01/08 DWG#: REV.: LINE ITEMS NOT USED: CWS-340 D 16, ITE 28,NOT ED 53 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 6OF8 1,z"'MAX.O.C.( Fl NP.) 3"(NP.) ---- ---- 15"MAX.O.C.(NP.) -- V-C41ShV�®r •�/n @SASH 11 3!16"MAX.O.C.(NP.) WIN®L:Yd SYSTEMS L 6 MAX.jNP.)— @ FIXED 6"MAX.(NP.) r SEE NOTE 2 3 (Typ 1900 SW 44TH AVE. 6"MAX.(NP.)�1 6"MAX.(NP.) "1 ) OCALA,FLORIDA 34474 WWW.CWS.CC INSTALLATION 16"MAX.O.C. ANCHOR(NP,) (TYP.) 8200 PVC (TMMAX- jX .O.C. X O X 10"MAX.O.C. (TYP•) O X HORZ.SLIDER ANCHOR @ MIDSPAN NON-IMPACT (NP.) 1- ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) j_ o o 0 0 Y w w w W 0 0 0 } W ¢ <j< CO 4"MAX.(NP.) 8"MAX.O.C.(NP.) 4"MAX.(NP.)-- -{I �-+-8"MAX.O.C.(NP.) z to 4"MAX.(NP.) SEE NOTE 2 4"MAX.(NP.)---� I o °- o z m 0 m! O �- LL Q LL' i a LL o; (n W ZIT > -INSTALLATION INSTALLATION I a w a(z 0 cc ANCHOR(NP.) 8" ANCHOR(NP.) 0 ¢ 0 0 - 8"MAX.O.C. w d w w a: 8"MAX.D.C.— �/ (1YP) G Q < ¢ (NP) X O X O X 1 n ¢m. m W -i U mI¢ O 7-1 C* tttpt�urr�4 ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT•fFIN) `�JGP;'�� F'•R��+ �v's :arc NOTES: S' STATE OF .�� 0�. I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. `isSf0RA•`' �1t, 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 1/16"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 IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/3/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 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-1 X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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. AAJ 07/01/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwc -- 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-340 D FMA/AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTERIOR DOORS) SCALE' SHEET __ 1:40__7 OF 8 MIN.EMBEDMENT V-CyC flub • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE MIN.EDGE DIST, BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM �+ ESEE TABLE 1 MIN.EDGE DIST. SUBSTRATE I 1900 SW 44TH AVE. �— I SEE TABLE 1 BY OTHERS SEE TABLE 1 X.SHIM SEE TABLE 1FLORIDA 34474 SUBSTRATE BY OTHERS-- � 1 SEE TABLE 1 1/4"MAwwW.CWS.CC MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT— SEE TABLE 1 8200 PVC WSIDEANDOUT ' SEE TABLE 1BYINSTALLER ANCHOR HORZ.SLIDER MIN.EMBEDMENT SEALANT BEHIND O FLANGE BY INSTALLER 114"MAX.SHIM SEE TABLE 1 NON-IMPACT ' � N _ I iol QPERIMETER SEALANTPERIMETERSEALANTSEALANT BY INSTALLER c%> �z o` a ¢ BYINSTALLER INSIDE AND OUT Y L11l ui w o o !o p h INS DE AND OUT ----INSTALLATION ANCHOR � y SEALANT BEHIND SEE TABLE 1 w ¢ ¢ ¢ m INSTALLATION ANCHOR---------- FLANGE BY INSTALLER SEALANT BEHIND i z (n SEE TABLE 1 YZNS i I L) /� HORIZONTAL SECTION RIZONTAL SECTION I j u ¢ u Ln 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE ^� U o HEAD AND SILL SIMILAR FOR FIN INSTALLATION ! N ¢ N I LLl Z w w W10 O a ¢ M.Z d w o w!w ¢ < r ~ U a ¢:¢ 1/4"MAX.SHIM a a a a w SEALANT BEHIND FLANGE BY INSTALLER O p U m l¢ O T Z PERIMETER SEALANT MIN. IEDMENTBYINSTALLER 4tit►tr+u+++4+ INSIDE AND OUT SEE TABLE 1 ,G�"%C,E u S� No 58201 •'�13: SUBSTRATE BY OTHERS–' SEE TABLE 1 i -I MIN.EDGE DIST. Z,4� SEE TABLE 1 q\ VERTICAL SECTION :,9Q.•FTATE OF � 8 TYPICAL SILL ANCHORAGE �� •tOR��';- (•j`=�� TABLE I:APPROVED INSTALLATION FASTENERS 4/3/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT --J ` 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON V. 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V. V INSIDE AND OUT PH.941-380-1574 p\ HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 31116"ELCO ULTRACON 1-114" 2-1/2" 8 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" AAJ 07/01/08 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-340 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) # 1: 8 WOOD SCREW 1-112" 7/16" SHOWN FOR FLANGE WINDOWS. scASHEET 1:2 8OF8 Florida Building Code Online Pagel of 3 li �`' wa9�as 3 � HoMa Department, SCIS Home Log In i User Registration Hot Topics Submit Surcharge ( Stats&Facts Publications ! FBC Staff f SCIS Site Map i Links E Search Busines �� I� ess� n "I , Produo Approval ((( USER:Public User Regulation rl� ll Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4091-R7 Application Type isiari— 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 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 Validation Checklist-Hardcopy Received Certificate of Independence FL4091 R7 COI EvalReo CWS-154E(SH-8100, NI).odf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 PA TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquz931%2b4g5 fa... 5/12/2016 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Su of Products FL# Model,Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Li sof Use Installation Instructions Approved for use in HVHZ:No FL4091. R7 II CWS-154E(SH-8100 Nl). cif Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other:SH-8100,Max.size 53.125"x 76".Glass complies FL4091 R7 AE EvalRep CWS-154E(SH-8100. NI).pdf with ASTM E1300-04. Created by Independent Third Party:Yes 4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4091 R7 11 CWS-4858(SH-8100,52x71,NI).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:SH-8100 Vinyl Single Hung,OX,Max.size 52"x FL4091 R7 AE EvalRep CWS-485B(SH-8100, 52x71. 71",see installation dwgs.for DP. Glass complies with ASTM !III. f E1300-04. FL4091 R7 AE Ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party: Yes 4091.3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Continuous Head&Sill,Non- Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R7 II CWS-4g2B SH-8100 74x63,ContHdSl Approved for use outside HVHZ:Yes NI . df Impact Resistant:No Verified By: Lucas A.Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other:SH-8100 Cont. Hd.&Sill,Max.size 72 7/8"x 61 Evaluation Reports 3/4",DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 P,7 AE EvalRep CWS-4428(SH-8100, 74x63, 04. ContHdSl-NI).pdf Created by Independent Third Party:Yes 4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont. Head&Sill,Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ:No FL4091 R7 II CWS-492B(SH-8100. 7402,ContHdSl Approved for use outside HVHZ:Yes Nl). df Impact Resistant:No Verified By: Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party: Yes Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports see chart on installation dwgs.for DP.Glass complies with FL4091 R7 AE EvalRep CWS-4928(SH-8100. 74x72, ASTM E1300-04. ContHdSL NI).pdf Created by Independent Third Party: Yes 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet.Rail Limits of Use Installation Instructions Approved for use in HVHZ:No FL4091 R7 I1 CWS-293C(SH-8100. 52x96,NI).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports Other:SH-8100,Max.size 52"x 96",Oriel. Glass complies FL4091 R7 AE EvalRep CWS-293C(SH-8100,S2x96, with ASTM E1300-04. NI . df Created by Independent Third Party: Yes Bade Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/12/2016 Florida Building Code Online Page 3 of 3 The State of Florida is an AA/EEO employer.COayrlaht 2007-2013 State of Florida.::Privacy Statement::AccessibiliN Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W 99 eCrtacC seeuril . n-s ic." Nam http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 5/12/2016 GENERAL NOTES: SINGLE HUNG - NON-IMPACT SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 54318' EDITION. MAX OVERALL ! 54 OCALA,FLORIDA 34474 FLANGE WIDTH ! MAX OVERALL —. 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CG 53118" '! FLANGE WIDTH MAX.UNIT WIDTH 3.CONFIGURATIONS:"OIX". - 4815.116" p 531/8" -- 8100 PVC GLASS DLO ;! MAX.UNIT WIDTH ; 4.DESIGN PRESSURE RATING(SEE SHEET 2): !! -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG A 48 S DL GLASS TABLES ASTM E-1300-04. NON-IMPACT —'_ -- - GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 77 1 "'" INFILTRATION TEST PRESSURE AND GLASS TABLES _._... MAX. I 33 5./16" 69 112" ASTM E-1300-04. �2 OVERALL I MAX oo .. FLANGE O I GLASS ! �;, ; ,n i w HEIGHT DLO OVERALL 33 5116" 5.ANCHORAGE:THE 33 1i3%STRESS INCREASE HAS NOT BEEN USED I I � N N o H B i3 FLANGE O o 0 o c� o 0 MAX. - HEIGHT GLASS IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR L DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD UNIT i� -- 681/4" ANCHOR CALCULATIONS. Y w LL w w HEIGHT B "--1" MAX W Q F Q Q m 36 11/16" 6 HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z ! rn MAX. X 1 I C 333•'8" 303/76' v SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 0 9 L) I: Z UNIT T_ /� " I- m FnSASH I 67 GLASS MAX V LL Q J: O HEIGHT I i0DLO SASH ^ /� SS 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT HEIGHT 41J? o F a Z m L 6 C USED AT FIXED MEETING RAIL AND JAMB. I v w a ¢ u Z W w w aiwCC S.SERIES/MODEL DESIGNATION SH-8100. ( i o i o o!o a 6 A C i W g W C)M C[ +-- 465.116" — 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: i ~ ~ U GLASS465!IDLO GLASS DLO X=OPERABLE SASH.O=FIXED SASH a a a oa w 7 7 ¢ O EQUAL SPLIT 5 HI SASH ORIEL 10.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, w o U m I¢ O FLANGE OVEW ALL D7H 11.EXTERNAL WEEP SLOT=1/2"x 2-112"LOCATED 4"FROM BOTH ENDS.MAX � p4OR vvrT,'% 531181, MAX.UNIT WIDTH~I v S• Na 58201 `• � 4815/16"' GLASS DLO T- -- FI� -- :9S STATE OF .:4U 63 5116" I %0 .,•� V, "!Q. MAX ucas urner � C �•••\ ` OVERALL 1 335116" 2015-04-03 '�,,�S'•...... R .• O'p� HFLANGE EIGHT O I D OSS 09:55-04:00 621116" MAx 4/3/2015 UNIT HEIGHT MAX v 120 yvy6" LUCAS A.TURNER,P.E. SASH x I GLASS HEIGHT DLO FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 46 5/16" PH.941-380-1574 GLASS DLO SHEET DESCRIPTION: 60/40 SPLIT ORIEL GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRWBV: DATE: GENERAL NOTES& 1 DP CHARTS&GLAZING DETAIL.ELEVATIONS .....2 EQUAL 53-1/8"x 76" NONE BAT 04/29/08 SECTION VIEWS&ALT.FRAME........3 „ SEE COMPARATIVE ANALYSIS DWG k: REV.: EXTRUSIONS&B.O.M.........................4 5 HI ORIEL 53-1/8” x 68-1/4" NONE CWS-154 E ANCHOR SCHEDULE&NOTES..........5 60/40 ORIEL 53-1/8"x 62-1/16" CHART, SHEET 2 NONE Tr-ALE' SHEET INSTALLATION DETAILS.....................6 1:33.33 1 OF 6 Design Pressures(PSF)with Glass Types A,B,C,or D ___Unit _Sash _ Unit Widths(in.) Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMS LTJ 35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 OCA SW 44TH AVE. CALA,FLORIDA 34474 39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 WWW.CWS.CC 41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1 - 43 1/2 21 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 8100 PVC 47 1/2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2 SINGLE HUNG 51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50/-62.6 NON-IMPACT 53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63.6 +50/-61 55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-69.5 +50/-62.1 +50/-59.5 I m N � o i o 59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 `o N a a0 o Iw- 63 1/2 31 +50/-75 +50/-72.9 +50/-72 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-64.6 +50/-57.3 +50/-54.8 65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 Y w w W w 67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53 w ¢ r ¢ ¢ m 71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 o m z 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 j m a LL CO i O 76 37 1/4 +50/-58.S +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 $ N a I mm z w w w a w a ¢ a a F cc o a w w w o,w is ¢ U, -7/8"OVERALL 7/8"OVERALL j--- -7/8"OVERALL - --7/8"OVERALL I a a a o a W 1/8"ANNEALED - 3/16"ANNEALED --118"TEMPERED --3/16"TEMPERED r W U a7iQ Z .-- - 5/8"AIRSPACE I 1/2"AIRSPACE I .--- ---518"AIRSPACE -- -- ------1/2"AIRSPACE -1/8"ANNEALED --3/16"ANNEALED -� 118"TEMPERED -3/16"TEMPERED �� NORE4y SIKAFLEX 552ORI P'• \GENs'•••� ,r 46 SIKAFLEX 552 OR 46 PURFECT GLAZE"H"ORI 552 OR SIKAFLEX 552 OR JO; �' `C �•.y�� PURFECT GLAZE"H. `�PURFECT GLAZE"H" 46 PURFECT GLAZE"H" No 58201 1.12"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE rp0; STATE OF lul� lot its% 0 0 n 0zz 4/3/2015 LUCAS U A.TURNER,P.E. FL PE#58201 GLASS TYPE AGLASS TYPE B GLASS TYPE C GLASS TYPED 1239 JASARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 DWG 9: REV.: NOTE: CWS-154 E SCALE: SHEET IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6 INTERIOR M/INDL9dV SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC '45 � 54 12.`8,13 : 14] 45 ._- 8100 PVC SINGLE HUNG NON-IMPACT / t2 N cV cD 1 / i zz N N m I— ILSIoo m O O i� O O 33, Y w 14 3 1'5 �5�3 17 65 66 63 19 0,4 I W Q Iw- Q Q m SECTION B-B cn U 3 U NI Z 53 m m m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL < �- > O LL RIGHT SIDE SHOWS SASH SECTION VIEW. <I M 5 N ¢ N Q m Z W ¢ w ¢ a ¢ O Lu J(4 ., —,�9J INTERIOR :.��*i-v,,,O��•:�FQi�`�?s``.�P�.wa�SpO�1tDaiw0�iR7�tEN°wp1'4SoyrrFoO 30r1r•�r.�•a ¢ 0 0 4 w q Z No 58201 2 STATE OF ;'a9W sas 69ase 010 (6 ieU ��13 0 —4/3/2015 Y33 LUCAS A.TURNER,P.E. (? FL PE#58201 1239 JABARA AVE. 30 O NORTH 288 PH.94138 1574 SECTION C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 04/29/08 DWG M REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-154 E 20.23,25-26,31,36,37,44,51-52,55-56,64,67-68 SCALE: SHEET 1.2 3OF6 PARTS LIST FRAME CORNER REM PART# DESCRIPTION VENDOR MATERIAL 31!6" CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 69 115116" 1 23/16" WINDOW SYSTEMS INDOWSYSTEMS 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl I A, 44TH AVE. 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl ; 7— e) OCA OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl j —10 I WWW.CWS.CC 5 H-1836 Meet.Rail,Fxd. Keymark Alum j 1 5/8" 1/16" 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 3 9!16" -1/16" t6" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum I o - i 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron VinylCORNER WELD j (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl L~ PVC SASH BTM.RAIL PVC SASH MTG.RAIL t;g 13 S-1498 Reinf.S.B.R./S.S.R Keymark Alum t' H-6028 H-6027 NON-IMPACT 14 S-6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron Vinyl t 15 S-6064 Glz.Ed.,7/8",Fxd.,Vert. Mikron Vinyl PVC FRAME FIN a 16 S-6064 Glz.Ed.,7/8",Sash,Horiz. Mikron Vinyl H-6026 � I m N i h w 17 5-6064 Glz.Ed.,7/8",Sash,Vert. Mikron Vinyl l' o o A I < 18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 11!z" o 19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl 31/6" 1 3/16" ! LLI w o o r 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl -- _ 1 I w ¢ - ¢ ¢ m 24 P-2190 Balance BSI 11 FIXED MEETING RAIL z w 25 P-3059 Sash Cam,PVC BSI Plastic 2 t/8., 1r16„ SCREWED TOGETHER WITH j ° > Z OUTERFRAME j m U m m 26 P-3046 Take Out Clip BSI SS (�q t:8 211/16" /16 o EL o Zjm > 27 P-3783 Lock,Impact,PVC Interlock q - 1/16" N ¢ N ¢ M Z uJ 28 P-4069 Keeper,Impact,PVC Interlock Zamac 7Ill..--- ir w uj w ° w O 30 P-4479 Weep Cover w/Flap Gaer Plastic Lo -- 1!8" I o ¢ o U o d 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL FIXED MTG.RAIL I F w w o w m 33 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6004 H-1836 0 0 0 0 o m PVC FRAME FLANGE a a a o a w 34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab H-6031 a n 01 m i 35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab I w o ¢ O 36 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab Z 37 P-4638 #8 x 2-1/2 PH Mod.Truss Type A,Tek 2 Ajax Steel t VB•• 7 1/6"38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5/16" 1r2" ++++ P,tIOREtV39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel L 19 18 Ffli 20G: .40 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht Hub City Steel :44 P-3342 Seam Sealer,SM-5504 Schnee t/t6" 1/161116" No 58201 45 P-3752 Cap Plug,1/2"Hole M&M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP t +� •# 46 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel S-6014 S-6013 S-6029 �9: STATE OF :4uZ 48 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber �0�. P �<V`. 51 52 83 Temporary(logo) l (NFRC/DP) P-361CWS LbPro Label 3/4" 53 Glass,Fixed(See Sheet 3) 3/16„ 54 Glass,Sash(See Sheet 3) TT��/� y 55 P-3281 Spacer(see sheet 3) Duraseal 1" It II - 15 4/3/2015 56 P-3281 Spacer(see sheet 3) Duraseal ��}�1/16" r 1/16"6H__� 7/L 6 -- 62 P-3218 Screen Frame,Horiz. Allmetal Alum LUCAS A.TURNER,P.E. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.SASH MTG.RAIL REINF.SBR/SSR J FL PE#58201 64 P-3321 Screen Frame Comer Key Allmetal Plastic H-1497 S-1498 PVC GLAZING BEAD 1239 JABARA AVE. 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass S-6064 NORTH PORT,FL 34288 66 P-3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl PH.941-380-1574 67 P-3029 Screen Pull Tab Summit Alum 1/2"--- - 9116" j SHEET DESCRIPTION: 68 P-3033 Screen Spring,SS FI.Screen SS 3/16" I t• 69 H-6026 Main Fr.,SH,w/Fin.,PVC Mikron Vinyl _3„ BOM AND EXTRUSIONS 70 70 P-3113 IScrew Support for PVC I T.Plastics I Nylon 71 S-6063 IFixed Rail Cover I Mikron I Vinyl SCREW SUPPORT -- BAT 04/29/08 P-3113 DWG#: REV.: PVC FIXED RAIL COVER CWS-154 E LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S-6063 SCALE 6-7,11,21-23,29,31,41-43,47,49-50,57-61 SHEET 1:8 4OF6 WINDOW SYSTEMS 14! 1900 SW 44TH AVE. 6-MAX. O.C.(TYP.) 4"MAX.(TYP) FT 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6" AX.(TMP.) —SEE NOTE 2 4"MAX.(TYP.) WW W.CWS.CC 6"MAX.(TYP.) --SEE NOTE 2 — L 8100 PVC 6„ SINGLE HUNG MAX D.C. NON-IMPACT p (TYP.) O +�" N MAX.O.C. �2 (TMP) cNv cv a0lo Iw- INSTALLATION o 0 25 c�'o THRU FRAME ANCHOR - ANCHORS TYP. MEETING RAIL AT FIXED MEETING RAIL Y w LL w w r CENTERLINE TYP,) g w w 010 w a 4'(TYP) 11 � ¢ m a i o z —INSTALLATION ANCHORS TYP. ¢ W 4 lr ! a w a m l o a F OC a --------- I w d 4 ¢ Q w Q O p 0 p:0 w ANCHOR LAYOUT-(FIN) > j < o ANCHORLAYOUT-(FLANGE) w Q U m ¢ z °PLSDREW r r, OS`�.�xG E Rd 3�G�Qtiy�r v: No NOTES: p: STATE C1F 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. rrriyiONA; °°°, 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 1/16"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 IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. _— 4/3/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 SHEET DESCRIPTION: 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-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAwN 6v: DArE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS S14ALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 E FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SOALE: SHEET 1:25 5 OF 6 MIN,EMBEDMENT -- TYPICAL TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V�IriY uuLv Iii(�/�I BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE, SEE TABLE 1 SEE TABLE 1 BY OTHERS SUBSTRATE BY OTHERS�� 1/4"MAX.SHIM SEE TABLE 1 y0i/wW.CWS.CC FLORIDA 34474 SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 SINGLE HUNG SEALANT BEHIND O MIN.EMBTABLEDMENT NON-IMPACT FLANGE BY INSTALLER --1/4"MAX.SHIM SEE r o'o p N W PERIMETER SEALANT N N o I- `—PERIMETER SEALANT BY INSTALLER I o 0 o coo O BY INSTALLER INSIDE AND OUT INSIDE AND OUT --INSTALLATION ANCHOR Y w w w w Lu SEALANT BEHIND SEE TABLE i I, w ¢ I_ ¢ ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 I Z m z TALLER i � v o v Z g\ HORIZONTAL SECTION C�, HORIZONTAL SECTION m a mLL J O LL 6 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE < m / � HEAD AND SILL SIMILAR FOR FIN INSTALLATION i N ¢ N ¢1 m Z W w U w a w a w a iia F- ' ¢ pl d w o w U w cc 1/4"MAX.SHIM o o a o ao w SEALANT BEHIND > > � ¢ Z FLANGE BY INSTALLER O " wOU m'¢ Z PERIMETER SEALANT MIN.EMBEDMENT ��p�1tu�Nttgi BY INSTALLER SEE TABLE 1 ,�� PADRE . INSIDE AND OUT — `�Gq�?.��CEIVv v: No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. * * "*= _ SEE TABLE 1 VERTICALSECTION �0:" STATE OF ":<Clw: 6 TYPICAL SILL ANCHORAGE � '.40RIQP'dN��, TABLE 1:APPROVED INSTALLATION FASTENERS O ____4/312015_ FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH,941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" C6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3116"ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DA1"E —— 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 BAT 04/29/08 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG k: REV.: FLANGE 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-154 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scA1: SHEET 1:2 60176