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HomeMy WebLinkAboutBuilding Permit Application (3) Floc da Buil&lip6!'rode Online # —/ it .r,„y,. ..'S—�w.«e.v '"Y°""ti^'TM✓C.'4�"P�m F '"." Y '^'*� .7 u t a �i�,aX��-st"r' `'; - r�;a i „, a� ,- i (f 1,11,,3,_ 1-.),'„ *;'4" 's ---,:-r;°..-,--,-,#.-,-,,-!,4,,,-:.'.,:,,,,,-,=:!,7----,--,-- 'N' C '*�t�, 1"� i's a d :k Kt F '- �� r.., ... o au. .ro »,.. ..�....�.. .._. .,., -..,,sa.,..;.. "...,r,,:c .,__..._.. .aG.;,,.s....,.n. .._,..�:,...�.«... v .. �� ,+.r m�ws� 3$ x ...:, ._cxxA:,..3 '&ld ,aye, SCIS HomeLog In User Registration ' Hot TopicsYSubmit Surcharge. Stats&Facts Publications 1 FBC Staff BCIS Site Map Links Search Honda pr tua� Product Approval dg''USER:Public User L.u. Product Approval Menu>Application Detail s FL# FL17647-R1 Application Type Revision Code Version 2017 Application Status Approved / 1 '', Comments fix ,` Archived 0 r Product Manufacturer Custom Window Systems Inc. L. L. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 3 :y kpine@cws.cc „:,., .1 Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop ( Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 �'. (352) 368-6922 Ext 291 ,, �, jlathrop@cws.cc ` : Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 1 (352)368-6922 Ext 221 amonteverde@cws.cc , Category Windows l Subcategory ry Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ' .: ' Professional Engineer (” ❑ Evaluation Report- Hardcopy Received E 11 Florida Engineer or Architect Name who developed the Lucas A.Turner � jL.:, 1 Evaluation Report ' Florida License PE-58201 I Quality Assurance Entity Keystone Certifications, Inc. = Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ❑� Validation Checklist- Hardcopy Received a Certificate of Independence FL17647 RI COI EvalReport882B.odf �', r`r Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 ' 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d[3/16/2018 5:21:42 PM] Flofida Building Code Online ASTM E1996-092009 TA 201/202/203 1994 r`a Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 S paProducts _,. °: FL# 1 Model,Number or Name" �� '- � Description 17647.1 SH-8100 SH-8100 PVC Single Hung Limits of Use — 1 Installation Instructions Approved for use in HVHZ: Yes FL17647 R1 II CWS-958B,.pdf ° Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ! Other: See installation detail for sizes and DPs. Outer lite I.G. F 17647 R AE EvalRe,port958B.pdf to be safety glass when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes lank omplies to ASTM E1300-04. !IIP17647.2 I SH-8100 SH-8100 PVC Single Hung Limits of Use Installation Instructions (� �r Approved for use in HVHZ:Yes FL 7647 R1 II CWS-882B.pdf = Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Flange only, Max.size 51-7/8"x 72". Outer lite I.G.to FL17647 R1 AE EvalReport882B.odf be safety glass when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E 1300-04. lay.,A Irmo. � •1� ] Contact Us••2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 7007-7013 State of Florida.••Privacy Statement••Ac s IbiliN Statement••Refund Statement tttttt 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 mall 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., a , please click here Product Approval Accepts: eX'TA r:117 eCned t 4i4{4$ ft Credit Card Safe https://floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgvFGYZsirZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bONN4gg%3d%3d[3/16/2018 5:21:42 PM] URNERT 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 958B Au.ust 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 35 3/4"x 70 3/4"max. unit size at+/-70 psf for flange configuration and+/-65 psf for fin configuration. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E.,at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-958B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3946-02, -2A, -04,and-4A, by National Certified Testing Laboratories, Orlando, FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440- 08, ASTM E1886-05,ASTM E1996-05/09 and TAS 201, 202, 203 1994(TAS reports 3946-2A and-4A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-958B, signed and sealed by Lucas A. Turner, P.E. ,. • *1 i• ' s uu b- i to led accordin. to a.•roval document CWS-958: Limitations of Use: This product: • May be used up to the sizes and daylight openings with glazing as indicated in CWS-958B • Achieves design pressures of+/-70 psf for flange and+/-65 psf for fin • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Kuraray (Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Celli kation o Ins epen s ence: s o no ave, nor do intend o acquire, nor i a qu' e, . a ci. interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. olio II a!fili,_ ��,%``p,0 RE W 7,,,� `mss%'"'_yk E te!S 4',Q11:. ' No 58201 •�: * * S STATE OF : ii` 8/29/2017 �', '' ` �� '• �sdE,. �� a Lucas A. Turner, P.E. f°0,, � N,� ;., FL PE #58201 - SINGLE HUNG - LARGE MISSILE IMPACT 1.THEP NOTES: - I- ESI E - - __ CK7110 'r - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS I TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 - 37' IN ASTM E 1996 PER THE FBC. WWW.CWS.CC MAX.O.A.FLANGE WIDTH - 35 3/4" 2.GLAZING OPTIONS:(SEE SHEET 2) MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC 2i= SINGLE HUNG GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND __ GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z ¢ o I 1 INFILTRATION TEST PRESSURE AND GLASS TABLES Q 3 z • -1 - -_ I -_, _ ASTM E-1300-04e01/09. Z w_i O Q W O w �Z I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o .7(w 5 z OF IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z z 2 Q CCW OO O 72' DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-O U¢a z I-ct FLANGE B B ANCHOR CALCULATIONS. 0 m F-Zi-.Mu) z i_ D. HEIGHT I O I I Z -zzOw DU-- I I I 31 3 a^ 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT - I-z LL M O LL Z GLASS DLO REQUIRED. c <p F-I-H z- z (----70 3/4" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w O F->o w 0 w MaX•UNIT USED AT FIXED MEETING RAIL AND JAMB. z-W O-1 m I- 11.1(75...„ - HEIGHT D. =a 20�� I - 1 8.SERIES/MODEL DESIGNATION SH-8100. W 2~w W= I .-, I a r 0 ��a 1 e 9 XH OPEE RABLE SASH,0=FTION X AND FISTAND IXED SASHFOR THE FOLLOWING: $67'....", ,`���P�ORE4y�TG 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,J.' •, I LOCATION. Cv; No 58231 7 1 34 5/8' I X I I 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. *- + ••*= MAX.SASH --D. ;G;_ HEIGHT 31 3/8" .9 t STATE OF ••OZ. GLASS DLO '�y'�F•�.COR1 G P, �, C,I 1 II C 6 A zz 28 15/16' 9/22/2017 GLASS DLO 32 1/4• --, LUCAS A.TURNER,P.E. MAX.SASH WIDTH FL PE#58201 • 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS FRAME DESIGN PRESSURE DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 Pk . MAX. UNIT SIZE ;4 IMPACT RATING EMK 09/18/14 GLAZING DETAILS 2 SECTION VIEWS&ALT.FRAME 3 DWG#: REV.: EXTRUSIONS&B.O.M 4 r' FLANGE „ +/-70 PSF ANCHORUSIONSEDULE&NOTES 5 35-3/4"x 70-3/4 +/ 6 LARGE MISSILE IMPACT CWS-958 B INSTALLATION DETAILS 6 �,�` `` ' �- �- a a �+ a- A >_ SCALE: SHEET 1:15 1 OF 6 - 0165160.Cr WINDOW SYSTEMS 1900 SW 44TH AVE. _ OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT • a z <zo F- ow0 D)w o Z ZoZ W--H W--1- a QU—}OD_ m 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS LL I—w--Z F 3 2_ Z ZIM< w00 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 0 0 I-0 U Q=F-ce U U��Zd�Oa 1/2"AIRSPACE 1/2"AIRSPACE Z O 00 U U•Z O o- .cz■ 5/16"LAMINATED GLASS ■ 5/16"LAMINATED GLASS } I--p20"z 1/8"ANNEALED 1/8"ANNEALED I- 0=0>-m0>-U 001->- ''' .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT cn Q: Z-wa -mil O O-wi w H 1/8'ANNEALED 1/8"ANNEALEDccOm • _~ w= La i D. H" O. d QUANEX DURASEAL QUANEXII DURASEAL K IG SPACER IG SPACER �••%' OREW tttttttttt�T' PURFECT GLAZE"H'OR SIKAFLEX 552 • 0 op PURFECT GLAZE"H"OR SIKAFLEX 552 :GPS•�\G E N SF'I v- No 55201 ". 1. - :•. * :�` LII71/2'GLASS BITE IL—I 1/2'GLASS BITE �9 STATE OF .401:-. .0 � mill 47 �'",4• s,"�.(OR...C?PAC>\�`•`� igr © o O 9/22/2017 LUCAS A.TURNER,P.E. FIXED LITE SASH LITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: EMK 09/18/14 DWG#: REV.: r SETTING BLOCKS PER FBC 2411.3.3.11 CWS-958 B • SCALE: SHEET 1:1 2OF6 - ---- --— - - -- O- INTERIOR m ® ® m 0 - — -- a&OM WINDOW SYSTEMS rmy 1900 SW 44TH AVE. __ OCALA,FLORIDA 34474 INI -1.- WWW.CWS.CC ® ® 1,1C� 11111 ; p1 ��� ;.� f ) 8100 PVC • nn SINGLE HUNG ,..a ['NI IRip �l{-1 a IMPACT ii.���.�I ® - P ow° DWOo er .� O� U m ® ® it i_w z, .= Z Z=2<� SECTION VIEW B-B O O F-O <=OF ff/ U 0 u)I- 0_H U7 0_ NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, O Z-rn-z F- cn RIGHT SIDE SHOWS SASH SECTION VIEW. a �z 2 Z 0 u_0 Y «LLOw(2=OII ? © s ® F ��F}}j'Oc, . ETw Z2w�OJ(nF- m LT� II ._ ET _~Lu W_,a1- :_ 0 a I- a a 1 �,„uuuy ® 1`�� 1 IdORE4y ,,h ®, �� J 0 INTERIOR :.`ct. 0,t,',... ,'N 1 L I��'� 011:---- 0 ?v: No 55201 '•�rL 1=331. STATE OF :;U` • �'`SSfoNA 4E'r,,, m y I0 ® 1 �tq��1I9/22/2017 rilil____,_„_,Acrt j,ll m LUCAS A.TURNER,P.E. -I III FL PE#58201 r -1�1� 1111111LO. 1239 JABARA AVE. m el hO 1 0 I� NORTH PORT,FL 34288 0 PH.941-380-1574 SHEET DESCRIPTION: ® SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: SECTION VIEW C-C EMK 09/18/14 ALTERNATE FIN FRAME DWG B: 'REV.: CWS-958 ' B SCALE: SHEET 1:2 30F6 PARTS LIST-- - - - _ 31/ FRAME CORNER �j�� e ITEM PART# DESCRIPTION MATERIAL VENDOR r CONSTRUCTION �(lQ.� vbrw 1 H-1497 Reinforcement for STR ALUMINUM KEYMARK r 31'8' ' I I O WlNoowsYSTEMs 2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK I I © I 1900 SW 44TH AVE. II A 3 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK _ O OCALA,FLORIDA 34474 1 IIIIi www.cws.cc 4 H-6048 Main Frame,Fin,Single Hung PVC MIKRON 1/1s" 5 H-6049 Frame Head,Flg,Single Hung PVC MIKRON 23/4 II ,--- f tn6 3s/1s" i.o �'=� 8100 PVC 6 H-6049 Frame Sill,Flg,Single Hung PVC MIKRON •mo 1 Li CORNER WELD SINGLE HUNG 7 H-6049 Frame Jamb,Flg,Single Hung PVC MIKRON I (ALL SIDES) 1:8 IMPACT 8 H-6050 Sash Top Rail PVC MIKRON 9 H-6051 Sash Bottom Rail PVC MIKRON PVC FRAME FLANGE-H-6049 PVC FRAME FIN-H-6048 10 H-6052 Sash Side Rail PVC MIKRON _1 o W o <E o d 11 P-3029 Screen Pull tab STEEL HURLEY •, E `170"2 z' 15/16• r- O v)->-o12 P-3033 Screen Spring STEEL FLASCREEN 13/ts r-1 t.-23/16• 1t LL F-w z I— ._ z zxarr 13 P-3113 Screw Support RUBBER TEAM PLASTIC } I o o i-o Z a m i_a 14 P-3218 Screen Frame ALUMINUM FLASCREEN eD I fl O FIXED MEETING RAIL 0 Z - - Co 15 P-3228 Spline VINYL FOAM DAPA 1 5/8" 1 5/8" �� 1 5/8" (�� SCREWED TOGETHER WITH Q O Z 0 D)z O LL U 16 P-3321 Screen Corner Key NYLON FLASCREEN 1/16" L� -fl----1/16" � OUTERFRAME1: ao F g Z 17 P-3342 Seam Sealer SCHNEE . 1/16" o o l-}D 3- PVC SASH SIDE RAIL-H-6052 PVC SASH BTM.RAIL-H-6051 w u.0 Co CO 0 w W W 18 P-3352 Selling Block,85 Dur.1/8 x 5/8 x 2 RUBBER FRANK LOWE PVC SASH TOP RAIL-I-1-6050 CC z cn -D- o-'co I- 0_ co 19 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB • w F-0 a°x cr 20 P-3539 #8 x 3/4"Ph PH TEK _ STEEL FASTENAL a F- - Ca_ 1 1/2" W uuu� 21 P-3541 #8 x 3/8 Pan Phil Tek STEEL FASTENAL 15/16 ,`" ';f. 11/8" - 518' ���� tp10REW p 22 P-3581 Screen Cloth VINYL WIER ( 0 1/16" ;GpO.yGEh1S ,,,,, 23 P-3752 Hole Plug,1/2" NYLON M&M �— } O J (�I ;v: No 5 •8201 :"A 24 P 3783 Lock,Impact INTERLOCK 1/2" ^� 1' 2 1/8' 1/16" 7/8• 1 p �— 1/16' _`1116• �_ �+� * '*= 25 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht STEEL FASTENAL "-0: ¢r: I VC SCREEN SUPPORT-S-6013 REINF.TOP RAIL-H-1497 SASH STOP-S-6025 •:. 9; STATE OF •LUZ 26 P-4056 Sash Cam NYLON M&M .o•. .<u: 27 P-4069 Keeper,Impact ZAMAC SULLIVAN ALUM.FIXED RAIL-H-1836 ''y��s•<ORs�P.o�`;,' 28 P-4479 Weep Housing&Flap Assm. PVC M&M 'S1gN;;;�.`��,` 29 P-4638 #8 x 21/2 Phil Truss SMS STEEL FASTENAL 3/4• I-1/4 1 118" 30 P-4959 Wstp.,0.420 x 0.187 back FinSeal NYLON ULTRAFAB 1 3/4" — 31 S-1498 Reinforcement for SSR ALUMINUM KEYMARK =-Da 1s/1s 716° T © T _T ® 7-0- 32 Z32 S-6013 Screen Support PVC MIKRON 3/16'1 1/16" _i_____.,. .-1/16• j— 5/16'— 1/16" 33 S-6014 Screen Adaptor PVC M IKRON REINF.S.B.R./S.S.R.•S-1498 REINF. BTM RAIL-H-1699 PVC GLAZING BEAD-S-6064 PVC SCREEN ADAPTOR-S-6014 9/22/2017 34 S-6025 Sash Stop PVC MIKRON LUCAS A.TURNER,P.E. FL PE#58201 35 S-6063 Fixed Rail Cover PVC MIKRON 1 5/16' 1239 JABARA AVE. 36 S-6064 Glazing Bead PVC MIKRON .045" 1/2r1/16' NORTH PORT,FL 34288 37 FIXED SEESHEET2 GLASS CARDINAL )- 3• -I 7/8" PH.941-380-1574 38 SASH SEE SHEET GLASS CARDINAL 7i-� ® SHEET DESCRIPTION: 39 Block&Tackle Balance STEEL BSI 1 5/16 eL 3/16" ALUM.FRAME HOOK-S-1577 40 Purfect Glaze"H"or Sikatlex 552 SILICONE HENKEL/SIKA �' SCREW SUPPORT-P-3113 BOM AND EXTRUSIONS 41 #10 x 2"Pan Phil sms STEEL FASTENAL --9/1fi 9116"1 7/8" DRAWN BY: DATE: 42 P-4657 #8 x 1 1/2"Phil Flat TEK STEEL FASTENAL P/C FIXED RAIL COVER-S-6063 r 1 43 S-1112 Reinforcement,Hook ALUMINUM KEYMARK 1 DWGn: REV.: 1/16" CWS-958 B 44 S-1577 Frame Hook ALUMINUM KEYMARK ALUM.REINF.HOOK-S-1112 SCALE: Nen-.ALL EXTRu3,5 3 ARC A..UIl.41 ,0 8583-I 3 t,rvLC33 CT.,CUAIlLCIVO.Ce. SHEET 1:2 4OF6 _ --- -- — --- - — - _ ______ _ __ _ ciflam - - WINDOW SYSTEMS [4 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TMP.) SEE NOTE 2 q•MAX,(TYp.)— OCALA,FLORIDA 34474 r SEE NOTE 2 W W W.CW S.CC 6"MAX.(TYP.) ---t ION ANCHOR(TYP.)INSTALLAT - 8100 PVC I I _,, I. SINGLE HUNG I I MAX. I I IMPACT MO.C. 1110 (TYP.) 0 12 3/4" MAX.)a C. pw0 V1wQp (TYP.) Z W...1 0 a l-Z W w zOz �__r _ r I I IT-Z Hw <rC I I -LMTG RAIL I I Z ZS�QD=W00 O O(rilpUQalz-uF7a 4"(TYP.) Q �Z=ZZ�UU I- w�pOwZ INSTALLATION IX Q U F - a W c >-°)C) .0 c° I ANCHOR(1YP.) W UU OwOwu)W I I I I I * I ,I * I- � zNa o-��nr p wF0 a20Wai 12 3/4" a Cl. a MAX.O.C. `1pU lRUrNrrr (TMP) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,p`?:Np E N fi G P, T !,y DP+/-70 PSF DP+/-65 PSF s". �_1i �v No 58231 :.vT =11: itrE w73 STATE OF Or. S NOTES: 4,S'rd rri .11.�,``� 9 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ) ZZ I 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. 9/22/2017 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 LUCAS A.TURNER,P.E. FL PE#58201 4 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY. DATE: EMK 09/18/14 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. DWG B. REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 - — — — Y {"1 C'w't- The Y"Y-Y1^ Y MIN.EMBEDMENT - - ------- _ TYPICAL HEAD ANCHORAGE SEE TABLE 1PIL SUBSTRATE Caas� �- 'S BY OTHERS WINDOW SYSTEMS �10 MAX.MIN.EDGE DIST. 1/4' SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. AI SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS I MIN.EMBEDMENT i,/ i 1/4'MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. PERIMETER SEALANT Ir SEE TABLE 1 ■ SEE TABLE 1 _NNW, J 8100 PVC BY INSTALLER r 44 + { INSTALLATION ANCHOR I.. ■■ INSIDE AND OUT II SEE TABLET `` ; f ' SINGLE HUNG Ir t! �J MIN.EMBEDMENT SEALANT BEHIND 1 SEE TABLE 1 IMPACT FLANGE BY INSTALLER r 1/4'MAX.SHIM �I ii.„.iii...a.S..��� , a �I A � • Q z <ZP I I ,*I!-7 �� PERIMETER SEALANT Z W_j O a W O W PERIMETER SEALANT BY INSTALLER LU Z O Z IE„-I- BY INSTALLER -- INSIDE AND OUT 0 Q O-}O x. m INSIDE AND OUT INSTALLATION ANCHOR Z Z I.e Q X w 0O 0 SEALANT BEHIND SEE TABLE 1 0 O O •j¢=F.X INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O O to Z a I-cn Il SEE TABLE 1 FIN BY INSTALLER Z Q' O U OB HORIZONTAL SECTION OC HORIZONTAL SECTION Q /-Z IOi 0 O-Z 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE C Q O F 1-I=-Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATIO FQ- IY re_>ocaiE,-Y O 5.Ocij W z w w 0 in J fn F- d 0 =a CEt LICD �� I 0_ _~0_ w=cn -1/4”MAX.SHIM Il F d W a NT BEHIND FLASENGE BY INSTALLER I� •I' , ,�O""ORF W` p,� PERIMETER SEALANT ti JG- ` (r BY INSTALLER MIN.EMBEDMENT z-v- No 58201 t r SEE TABLE 1 I INSIDE AND OUTt; i SUBSTRATE BY OTHERS SAO •FTATE OF to, SEE TABLE 1 I MIN.EDGE DIST. ' �,i�S.C......I O P,C?\a•� SEE TABLE 1 - / �...'ONIM-... OA VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE KP r -. i Zz_ 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS `FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. .�!�, LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 16"ELCO • ULTRACON 1" •- 1" INSIDE AND OUT PH.941-380-1574 p FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" O HORIZONTAL SECTION SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/18"TlW-TAreON HEAD AND SILL SIMILAR FOR BOX INSTALLATION 1-3/8" 7/8" OR ELCO ULTRACON 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, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL11 KWIK-FLEXOR RW/ FULL THREAD FLANGE 7/16" EMK 09/18/14 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" '--_ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG B: REV.: 1/8"ALUM.(6063-T5 MIN.)OR 10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-958 B FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6