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HomeMy WebLinkAbout22-3677Eighth5335 780-0021 s- IB60"M ta, �t u� f, { ��'P - M. 02/25/2022 Tral# r1113 Complete Plans, Specifications add fee Must Accompany Application. All work sball be performed In accordance with City Codes and Ordinances. No OCCUPANCY SEFORE C.O. NO OCCUPANCY BEFORE C.O. !L NTRACTOR SIG ATURE F PE IT OFFICE SI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE PROTECT CARD FROM 813-780•0020 City of ZephyrbillS f ern1it Application Fax-813.780-0021 Building Department (MONICA,) Data Received 2j1712022� Phone Contact for Permittin 613 269 9965 .. ., ... t, a t _�-i '�`r� Owners Narde DR MA RIVERA Owner Phone Number (813)450-6303 Owner's Address 7229 ASI II AND CJRIV Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7229 ASHLAN DDRIV ZEZEPHYRHILLS FL 33540 LOT at SUBDIVISION ,�LF?HA VILLA�� �°>1` PARCELI rN35-25-21a0050p00000 00270 tORYARdEb FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK RPLAG {9} WINDOW UNITS IN 8 OPNINS {SIEtS(ZD} FL33492.3, FL33467.1, FL1 095.1 & FL9520.1 BUILDING SIZE w.= SQ FOOTAGE HEIGHT tJILDINCx $ 11,320.i� VAL UATI ON OF TOTAL C ON STR UC 7 10 N ELECTRICAL 5 .w w AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING $ =MECHANICAL 5 VALUATION OF MECHANICAL INSTALLATION GAS [ ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY L ` (+4��� SIGNATURE EGISTEREp Y 1 N Address r t> iC License w .TZ 7K ELECTRICIAN COMPANY SIGNATURE RE019TEREQ Y t N sEF cvaREr Y I N Address license # PLUMBER COMPANY � SIGNATURE E::== REGISfEago Y �IN Address License # ANY SIGNATURE MECHANICAL E=:=_ REOC srPE z o Y N rEE cur Rea Y t N Address License OTHER COMPANY l SIGNATURE RE01$TEREp �;�Fel GURREn Y 7 N '� Address License # _ tiltfittttlt!lt9ti41i9tIttI4tR96t488ltttttlittRt86ltti8t@�dCtlltl9l RESIDENTIAL Attach (2) Plot Plans: (2) sets of Building Plans; (1) set of Energy Forms; WO-W Permit for new oonsttaction. Minimum ten (10) working days after submittal date. Required onsita. Construction Plans, StomTwater Plans w! Silt Fence installed. Sanitary Facilities 5 l dumpsier; Site Work Permit for subdivisfonsriarge projects COMMERCIAL Anach (2) complete sets of Building plans plus a Life Safety Page; 0) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) wo king days after submittal date. Required On!tita, Construction Plans, Stormwater Plans wl Sill Fence installed. Sanitary Facilities 8 f dump5ter. Site Work Pam7ft for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. "PROPERTY SURVEY required for all NEW Construction. Directions: Fill out application Completely. Owner $ Contractor sign back of application, notarized If over $2500. a Notice of Commencement Is required. (A/C upgrades over $7500) Agent {for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurveylFoolage) Driveways -Not over Counter if on public roadways.. needs ROW County. TRANSPORTATION IMPACTILITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands y EF E CONTRACTOR his $u4s0bod and ;;;Mto (or affirmed) before -mo Inis -0y duced Who islaro pet s"lly known lo me or has/have produced as tary Pwlio Notary Pubk �lllllk Commisvon No, Name otary tyW, proted or stsmtrao I,, Name of Not" typed, prOted of slemped *04 Pr%,peny Dart: ration No, 35-25-21-0050-00000-0270 ' .m ...,w a t. .;. ; #�` .yyF{y,' M.r. a ((y�� �i:♦♦? . ', *'V IN Y-ISE Pricing Worksheet - Windows (Complete and Fax to Installer) Customer: _�r_ew�ck RIVIe-eq Phone (home): 11' Y50 Phone (cell): Install Address: 7 7- ?-,1 _A.5� iavj 8�l Store: Phone (other): Directions: 1. Draw the walls where windows are being replaced and label them front, back, L side or R side (as seen from the street) 2. Draw the windows that are being replaced on each wall drawing 3. Place a capital letter beside each window in the -drawing. Windows with the same dimensions will have the same letter. Complete the information on the next page using the corresponding TELEPHONE (813)838-9000 EMAIL rsLEpxuws EMAIL dremaOI5@outlook.com LoWs'SCONTRACTOR LICENSE # LOms'SREPRESENTATIVE LICENSE Cnsomoamr CHECK LOComo GIFT CARD ' mp FRO6140CRC132773- PR04517, FRO1584, This isonly a quote for the merchandise and services printed below, Lowe-'*-d-o-ga_n-QLgffgLag-r-VLcg-s-Lg-p-q Dn,_aga_19_r_s_t"i This becomes an agreement upon payment and issuance of a Lowe's receipt, upon pay-ment, the entire agreement, including the specifically completed pages of this document, the Terms and Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE rOND�|ON8`^AND"ADDENDUM^CONTAINED V�H\NTHIS CONTRACT ONTHE FOLLOWING mADDRESS CITY STATE or 229 Ashland c ZephyrhiUs Florida 33540 MERCtArNf5ISE AND INSTALLATION SUMMARY: (LE. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS) Included Product Lowes will install 9 (8 openings) Pella Defender Series white vinyl single -hung impact window. All windows will have colonial grids, SunDefense Low-E, and Argon gas. Bathroom window will have obscure glass. Lowes will pull permit. -- ------ ------ CONTRACT$11.320.78 jil FL 4 Application -type, Cade Version Application Status Comments, Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phono/Email Quality Assurance Representative Address; rlhone/ Crriail Category Suc> a"ego?'y Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of product Standards Certified By FL14095-Rl t. Affirmation 2020 Approved 3ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-393E fbc @jeld-werixorn Rylee Surnner l-ricks fbcI jcld-wern,ccorn JELD-WEN Corporate Custorrrer Sfery ce 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 custorpor`serviceagojits@jeld-wen.com Windows Single Flung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & fl atlaL7ement Institute 4 Y : x TAS 201 1,994 TAS 2,02 1994 T'AS, 203 1994 i ,affirm that there are no changes in the how Florida built"ir,rr Code vvhich affect my product(s) and rny product(s) are in compliance with the r ,v Florida Builclina Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product ,Appr-rrtaal Method Method I Option A Gate Submitted G7`/29/.� 020 Date Vandated 071 J/2020 Date Pending FBC Approval Date Approved 0/31/2030 Summary of Products FL Model lumber or Name Description 14095. Premium Atlantic Vinyl Single Hung (H I O0) 6" x 72" Insulated Glass ( / 16 n PV13 f,; SGP Lam - 1/8 out Annealed ) Limits of Use Certification Agency Certificate Approved for use in HVH Yes Approved for use outside HVHZ, Ye: Quality Assurance Contract Expiration mete Impact Resistant; Yes 04/30/2025 Design Pressure, +b /-70 Installation Instructions Other., Laminated glazing interlayer material requirements Fl t qS P1.1�.,� �� 1�� �3� R�_� DIP U meet the Current edition of the FBC in accordance with Miami- 7t7 j -x7) tact nstglhttLion ns rric i(L Sp, i# Coda NOA for DuPont Sen"Glas and DuPont PVB it=terlayers. F L4.0_L31 11 II tjJ Q115Oi 04-P"3 r� 3�:�1' C?'.,.f..,;:l t?,,thite PVC exterior extrusion meet the current o tion of the Verified By: Hermes Norero, PE 73778 FBC in accordance with Miarni-Dade NOA For Quanex. Ica hack Created by Independent Third Party: Yes tledcled with Dow'995. Safety glazing required to the exterior at Evaluation Reports heights above 30 Feet. f L14 1 .!' iE E 7 ,p It Created by Independent Third Party: Yes I � F911-0 so wx ------- - -- -- - _-, - - ------ ------ ---------- W m, �4 (36'------- NAIL FIN 114�51'ALLATION F IX' f jAMB SECT10N (_rr�P) H.'0P<1Z0t,,3TAL 5ECT10f,,1 PREt ItsM, AW.AhJTIC VINYL SH %VIPJD()Mw I Max Frame I DP RATIN61IMPACT 1 1 %5X70 IL--KES,_J1 LARGE MISSILE IMPACT Installation Notes: General Notes- 1 , Sea! *s1cnge-,?,,are Vj subtltoe, The pr,,Amn snem,,,, hemm I dmQmj tested an,,c tocomply eviih the wind Jn. ! crjFena 2 We W0 PH or goomf hW=r%mjn Me nN hrmh RdAmAqM W mnevada h5mm 5 1 4 af he S,_ildinq, Corleilcc), -,rw, ft',e OF KW Me woval ImAn E�,,Wdinn Coje (FSC) if--,,c,,!odjnqH%iH c, r 11 le stal, e7d co t, c n s , Fnr 2Xkoesl fiame �;�,�bstra-e S,G � 6,42), di" I ffawwww" 2, , I glazirg snallconfouo W ASTIvI E1300, M Te sNudwe, The hot snMge K Me mpm1% d Me w5hed m mower of mmd U be 3. A mhmm, a 3�mn annealed - 1 1TMM nnneak-,d - 2,1vr, PV8 ine-da pled 0 WWWn, f1gWy Ygned by ffermes F. Norem, P1. DuPom - 3mrn arve;Wd keasfon� I am approwng dis docunvent 'Use srnctnral inf corrvtsite.shirns whore required This ched,leadl_resses wh Me WWmm mWvd W and"'or the We 2M 4TR 19 MQ61 4 44VO' ;,J,,Idov� 1") T,r,, r­,tpd desmgn �resmvc up 10 Us sue WV05 mm h and Wnd. as a "de a OT mspawn T, 397 Kano, mot no aWm% he svQ I mw they me m jAWT1 wai! w6mons; Fu me amTvl,�oso0a�u,,o, JELDrWEN a,xkagea! ,he 377& 1 Mmys ;Wakc MnA Kwan Woe Hmg Vkadm-v B&CLA kl,� ..... ... ....... 77-- MASONRY M,`3TALLATION a, W, 0 ax ry ------- JAMB 4EC7,710N (TYP� ref i:N&,',,i'TA �iOPIZONTAL SECTION F fl- UAX J� PPEMIUM A I LANT-IC VRQYL SH WINDOW P -RATING1Ifv','PW�-- Max e- b4t!'-L7— Tj ET6 1 YES I LARGE MI55IL E IMPACT General Notes, Installation Notes: I . The, pi�c�,,Juc't is designed. teE-ed and fn�;nufa,,,,ured V. cumplj iwith I'ma- vvind 110ad &�al'ja,,�Ie��Taw",e tc sutisoati-, 'a tat bjik h e a a p I o r at ding co, de(�BG v' a 0 wa e tl o p iVj I i Ci e, If 0 g la 11 io pe�ndfate a 2 Use 6 B 1� BI— �-dudtn-viVHZ andhe indusi-."�re,, r mew for the s� ted conottiors, inim—ui in i4, irito cv ele or rkocai4-,Ath a 2 1/2" nki f(rym edQe dis. an:..;Fj:), 1-,tas P g I I '46 2, All glavMg soall ocrifrirm to ASTM E1300. njr; "C', = 00psi` rr sut-�,Ifa-lt-� �'CMU shall adhen? to ASTM CO, A At nn,in"murn . fjlazn� �c irnm anipaled - I laim Znnm anmalled, - 12"T'in PVB InT,�Apytf 'I'v 3, Host uck, frjasuf,ry steeand an, oaiiils, :MOf(`,o lo, pnper4 i-ansfp� all l ID)pon! - -Tim afifif"alul a s' urttre Thehost slvudweis �h:, feszor,�11i�-Iv -;l ihe arr-hi*,,�,,-,,sor��-�iiiepc,�r�� ord Nor Jie 4 pf}Fe d of Instmi"'AiOn. ielde orilv The faosteners feOred x-andh,"ir flh,� V11111111 wi rd,om, i,,v a,t_;;-�, ,-Ie rited desion, n XX not -d i, a jide S Ine "d C�- he z,,nside� tion 6 6fn,�iy aribe i - v,afl �a M nm adi rf�s st�Jv It L 1`v D, Vezo or co 7 No'- 778 � i 1, Kanrofa S'Ti�'TE (D-F D008729 J, J1,111 3j2 14 '0 1 TFI.Piwpw P-�e-rrium Atlantic Vu-,.,,v1 IrilpaU Single HUMO 'VVMdK3v,� £i i Installation Notes: x anchoo t{ t fin, C r -t �GL�,[ g w a d h 4i` bras i ,. b 1 ie a c -�.H051, E r.F»ups,: u„w € u iu,wn , . ,.- ceng ed an r?wnoreo .t , ,},.:.I{ nnfsfe"Al 3o._ ` s wMessulwe, The hm! Am Liu 6 fit wWwobbly of he WWI m some €,f,,..- of _ eml lof Kt,, pood d 3. wallaw, , 't c II vaAamd s, e n Ww w r.,r } .. STEEL INSTALLATION 3 ,,'. MAX ,S=AM ai% ,Cs: JAW SECT -'(ON TYP IAIWI = AL SECTION L.,',, 11-1-1-. glym LAPGE FISSILE IMPACT Gnat Notes: The £>.E'z.. ncl, shtwin . zE.'rem is designsi.'es rd a^od t".rano lxtwe€d w t;,.,f ply c'>vM he AM to s. ten , ,-adopted [.II..,'.r u^f.i?...11 Jir dirty r^.svt, , s' c): �^f li-ac(,ca f` na :S, Cd;,v,. 3€.I Co f,.i�,�,: r. i.1he 1'Is.??da s : Code B03 € C . ' H W iZ an i h£, -s9 1-.z=F, r f�.{.0 : ��ie$;.l_ :tat. s.. stated E..pnci 'V s. glazing coff f€...: a., pax u r .:, ... ba -c ., -,,led - 2fnm P. B E. e ayy 4 €' sla r ! of ,;,,of p sde sf ::s where i-eq md, h. ,o ....� .. 2014 �+ {fir p ��,,.� 7 y„"^' '4 k«« ^`^ E " 1..,4 eR +},.t _ .4.W— H", --'� �'--...,.._.,...JELDVEN ¢ 'vLSi? 4 s.% I'Sf ; Y'a 1 1 i� hTt�. E ,,.dui tt NT �'^`".�.E k}a� E , #€;u ., II 8 f7 i li a.<v.: _ _--..�. P€ .. r {'.IL,.. k . tl} f flc Vk-iyl impact Hii-,nq ,''s`8i t' £ 4 �� y rn 11 , I—WHOOW ww-H (36- wx,) WAM16 to vn—c-� --- T k if FRAME SECTION (TW) VEPTICAL Si:C o ION, Inslallation Notes: to subs!ra-te, 2 Use PH, o� fasU'ner thou'g"'n !-'e �a�no at OMMM wqM b wrlen',' a rr"-'�M�jn' of 1 12" �M Me wK hot, For 2X vmod Una s0stx& (An &G = 0 4L 3 bmw Wmwm Mood bua, mawang smet), tcf bfmigned and anchorc'-, -;,U- PrC4"'-'oly' uansfer all ;oaas to te struaws Re inst stnicare, �s 1hie of thee , chitect, or engbee of mcad fror te rot Q K"We Wohwes wy We fmWnem moba W wxtsx the Samoa w Wow um 7awd aeug" pressure up to the Size hwwcxos o10 e 1 , M�1' WWWRO as a gumE TO 00", ins'Ic'Ou"M pnoc�'ss any ams n-du' viii!nn- MonW pATo,cedMuiWe &sede h0-mm No,06/30J2015 ELDVEN ' W Kiara? jinjovin D, Vezo, NTS I Kantola P i no AVirilh,-' Vw,,yl -P,paM, Single Hung WON "� M111 MMNSAf fclk EIDI�1. � THROUGH FRAME' INSTALLATION JAMB SECTIL Z:,4 i,—'! N HODIZONTAL SEMC'�%j PREMIUM ATLA04TIC VI14YL SH IVIPQboVw T 7-0, v �7.; -4wAKAt ��77 17TT MqxFroanoe 1 bP RATING IMPACTI 3m, LAPGE MISSILE IMPACT General Notes: 1 To pmbw Ww aw 1 desyned, wad wm mm&mmd n wmA wb Me mM 44 vwQ,;a of the Immumal BUINg M Residential Code(i, C'!,, the Axvia Buildfiq Code HV1--.Z and Me industry tcr the stated crinditiions L. All glazing shall conforr-,, W, ASTM E11300, 3, N rnhimum, gh*g b 3mm amaid - I Irnm ai�space - '3,m.m. annealed - 2r-r� PVE htedayef by DuPont - 31rru3nnova1ed, 4, Use SftrucWral Cr Com,IpOsde sbinnswtere recjioeo' [OS! AVY, Do wy 7 0" v n 0' 00 B-11 A FL # Application Type Code Version Application status Comments Archived Product Manufacturer Address/Phone/Small Authorized signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL33467 New 2020 Approved Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Joe Hayden Sandi Robinson pellaproductapproval@pella.com Jay Lathrop 1900 SW 44th Ln Cicala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Flung ompliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardeopy Received Florida Engineer or Architect Name who developed the Lucas A, Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Gate 07/15/2030 .'Validated 0y Steven M. Urich, PE Validation Checklist - Nardcopy Received Certificate of Independence Referenced standard and Year (of Standard) Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-17 2017 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 334E7 Ro Equiv 4. iv Ie Sys f Sections from the Code Product Approval Method Method 1 Option D ate Submitted 09/17/2020 tate Validated 09/21/2020 Date Pending FBC Approval 10/05/2020 Date Approved 12/16/2020 L # Model, Number or Name Description 33467,1 SH-410 SH-410 Vinyl Single Hung, impact Limits of Use Installation Instructions Approved for use in FlVHZ. No F 4 7 It II Approved for use outside HVHZ. Yes Verified By: Lucas A. Turner 58201 Impact Resistant. Yes Created by independent Third Party: No [design Pressure: +50/450 Evaluation Reports Other: Max. size 53,125" x 76". WIND ZONE 3. Mass complies F pclf to ASTM E 1300. Created by Independent Third Party: Yes 0 SINGLE HUNG - LARGE MISSILE NPACT (SHOWN wfDIFFERENT OPTIONS) 77 1/4' FLANGE HEIGHT 54 WS' FLANGE WIDTH 53 V8' fim UNIT WIDTH 491116- GLASS OLD A 7/7 B B GLAss"o 14 76, MAX UNIT HEIGHT 37 IW x I I ( 0 � 34 5 16- MAX GLASS DL SASH HEIGHT D DII A — 47' GLASS DLO 4915116' MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES& ELEVATIONS.. --I SECTION VIEWS & GLAZING . ..........2 EXTRUSIONS& .3 ANCHOR SCHEDULE & NOTES, A INSTALLATION DETAIL... _ ................5 GENERAL NOTES: P Corporation 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED aga 102 Main tiheet TO COMPLY WITH THE FLORIDA BUILDING CODE (FEIC), CURRENT E.g., [A 50219 EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND VAYW.Pellaxom ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE fHVHZl OR IN ASTM E 19% WIND ZONE 4 AREAS. 410 PVC 2. GLAZING OPTIONS: (SEE SHEET 2) SINGLE HUNG iii 3. CONFIGURATIONS:'OIX". IMPACT 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e0l[M. < U. E­ 00 -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z Uj Z_ LL >- —,no INFILTRATION TEST PRESSURE AND GLASS TABLES 9 02w Z ASTM E-1300-04eOlM. U_ Z 0 0:ZIXo V) W OP W 5, ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED Z 0 0 0, Zo 9 X' — H_ w — In THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR a a of w;R 0 tY 0, DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Z 0 WOOD ANCHOR CALCULATIONS. < >_ U, 0 �u 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I�r 44- Z XdZLU LU 0 10 Ti� NOT REQUIRED. w Fr Q_�, IT _ Z:5 0- 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM a, 0 SEALANT USED AT FIXED MEETING RAIL AND JAMB. of 8- SERIES / MODEL DESIGNATION SH-410. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALL OUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, I- EXTERNAL WEEP SLOT = 114 x 1-112'LOCATED 5' FROM BOTH ENDS, 58201 DESIGN PRESSURE IMPACT RATING RATING Lucas Turner NAL 2020,09.11 15:26-05 --05'00' 911112020 LUCAS A. TURNER, P.E_ FL PE # 58201 2428 Old Natchez Trc: Td Camden, TN 38320 PHIL 941-380-1574 SHEET DESCRIPTION GENERAL NOTES AND ELEVATIONS BY: DRAWN A`l ay 5 8121120�7 PEL-1068 SCALE, . SHEET 1 :20 1 OF 5 W OVERALL Pela Cotporabon 4 (:9) 13, �)4 —7116'AIRSPAICE P.102 Main StreePella, IA 502119 --SM6' LAMINATED www.peita.com 1W ANNEALED 34 OW DUPONT PVS INTFURLAYER 410 PVC i tT ANNEALED SINGLE HUNG QUANEX DURASEAL CARDINAL XL EDGE IMPACT KODISPACE 4SG Tn W. SPACER SIWLEX 552 OR 39 PURFECT GLAZE "It' a 44 j €?ZL-w 'o jjs w > 9, 0 I-02to LL Z" I "Zu oz < SECTION S-B Z tin 9 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, W GLASS SITE RIGHT SIDE SHOWS SASH SECTION VIEW, LZ j <owl--o-o jz CL Z 0 ua FL < a- w , 0c- Z-0 0 0 'w W rL INTERIOR SECTION A -A NOTES ITEMS NOT SHOWN FOR CLARITY. 38-41 SECTION C-C ALT MTG RAIL AND SLOPE SILL GLASS TYPE A SETtIN 'BLOCKS PER 3 911112020 47 3 LUCAS A. TURNER. P,E. 211 FL RE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SECTION D-D SECTION VIEWS AND ALT 562 POCKET UNI-FRAME iGLAZING DETAIL NOTES: 5 FIN FRAME AVAILABLE FOR BOTH UNI-FRAME BLZ 08/21/20 AND STANDARD FRAME TYPES. 880 BALANCERS AND DEEP POCKET UNI-FRAME PEL-1068 (H-6193) REQUIRED FOR LARGER SASHES, SHEET 12 2 OF 5 m V4 PVC FRAME HEAD & JAMS H-6125 5/16'— 1H — PVC GLAZING BEAD 5-6149 1716- PVC SIDE RAIL H-6132 REINF. BTM RAIL S-2007 PVC FRAME H-6193 LINE ITEMS NOT USED: 15,25,29-30 NOT& ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME SILL H-6126 10, PVC SASH STOP S-6138 PVC SASH STM RAIL M-6136 i�l REINF, FMR S-2008 S" PVC SILL POCKET INSERT S-6239 PVC SCREEN RETAINER S-6217 REINF. SSR HD S-2006 31 IN ZW INTERLOCK 314—t-1 PVC SCREEN ADAPTOR S-6143 1 7116" 1 718" L 116, PVC SASH FMR H-6137 REINF. TOP RAIL S-2002 21 18, 1 Li &-11161 PVC HD FMR H-6157 FRAME CORNER CONSTRUCTION I$ 1CCfWER WELD (ALL SiDES) tI FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFf"E r lillt, -- — i 17;16" �C4 PVC SASH TOP RAIL H-6138 13116' REINF. HD FMR H-2115 61)05A-T5 Pella Corporation 102 Main Street Pella, IA50219 www'pellaxom U. 1- 00 Z 101 fl oz oz g Z Lau;e 55 1;4 0 UJ V) C2 M < o < OT", >- o� z<:Dzo0 w U4000 < Lu <Q- FLU Z-D O�o 0 w CL WERPAU, LUCAS A, TURNER P.E. Ft PE # 58201 2428 Old Natchez arc Td Camden, TN 38320 PH. 941-380-1574 ,4rFT DESCRIPTION: BOM AND EXTRUSIONS "WFN-dY--FDATE'. BLZ 1 08121/20 X—G A. 1REV- — PEL-1068 ET 1:2 j 3OF5 a 14' MAX, O:C. (TYR) affurd ANCHOR LAYOUT - (FLANGED NO S&L ANCHORS REQUIRED] 4- MAX ITYP.) - 8- MAX. O.C. (TYP.) A- MAX. (TYP.) - SEE NOTE 2 MAX. O.C. (TYP.) 0 MTG RAIL ANCHOR LAYOUT -.'FIN INOTE THRU FRAME ANCHORSI INSTALLATION ANCHORS (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 5, 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET S. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS INTO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16'FOR MASONRY, I' FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAiAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Peffa Corporation 102 Main Street Pella, IA 50219 www'pella.corr. 410 SINGLE HUNG IMPACT mEm9m LUCAS A. TURNER, P.E. FL RE # 58201 2428 Old Natchez Trc Tri Camden, TIN 38320 PH. 941-380-1574 SHEET _DFSGRWT10N ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: BLZ 08/21120 F 1068 SHEET 1:25 4 OF5 SUBSTRATE BY OTHER SEE TABLE I PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE 'ABLE 1 SEALANTBEHIND - FLANGE BY INSTALLER PERIMETERS — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE I TYPICAL HEAD ANCHORAGE MIN, EDGE DIST. SEE TABLE I ­­1 MIN_ EMBEDMENI SEE TABLE I IA' MAX SHIM MIK EMBEDMENT SEE TABLE 1 IN' MAX SHIM INSTALLATION ANCHOR SEE TABLE I - CONTINUOUS DBL 1 A' BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER VERTICAL SECTION TYPICAL SILL ANCHORAGE NO SILL ANCHORS REOUIRED SUBSTRATE BY OTHERS SEE TABLE I MIN. EDGE OIST_ SEE TABLE I —-PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE INSTALLATION SEE TABLE I Pena Corporation 102 Main Street MIN. EDGE DIST --- SUBSTRATE Pefla, 1A 50219 SEE TABLE I 7 I BY OTHERS www.pelia.com SEE TABLE I 410 PVC SINGLE HUNG MEMBEDMENT SEE TABLE I IMPACT E T_ LIZ PERIMETER SEALANT 1- 00 Z uj ZL-U>,o BY INSTALLER I 020 Z INSIDE A7ND OUT owZo ANCHOR w Z C� 0 SEE EE TABLE 1 1 0 a, 9 5< '6g I o '� 0 SEALANT BEHIND 0 of W: FIN BY INSTALLER Z c' T fr & < < 0 1 o > TYPICAL FIN ANCHORAGE b� Z a: 4 Zw HEAD AND SILL SIMILAR FOR FIN INSTALLATION j �< ill 0 0 , < w oii:r — - a, I-- LU NOTE: ADDTIONAL THRU-FRAME ANCHORS c� Z::3 '3:md' (AS SHOWN IN DET. B/5) REO'D AT MTG RAIL. 0, 0 0 SEE SHEET 4 ANCHOR LAYOUT - MIN EMBED SEE TABLE I SUBSTRATE AT BY OTHERS SEE TABLE I Iw MA 11Mti No. 201 Ar MIN EDGE DIST SEE TABLE 1 1 STA7F OF 9/1112020 LIIAS A, TURNER, P.E. FL RE # 58201 PERIMETER SEALANT 2428 Old Natchez Trc T;i BY INSTALLER Camden, TIN 38320 INSIDE AND OUT PH. 941-380-1574 D HORIZONTAL SECTION BOX FRAME INSTALLATION SHEET DESCRPT*N SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE --- T6ATE_ "W" By UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: BLZ 08/21/20 MIN, 1W FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PEL-1.81 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS --- SHOWN FOR FLANGE WINDOWS. �SCALE 1 SHEET 1:2 1 5 OF 5 FL # IL33491 Application Type New Code Version 2020 application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ln Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws,cc Quality Assurance Representative Address/Phone/Email 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 the Lucas A. Turner Evaluation Report Florida License PE-58201 tuality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 07/15/2030 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received IMMEMEMBIUMME = Referenced Standard and Year (of Standard) LMNANIS i Lgem , Sections from the Code ompm 914DAUd AAMA/WDMA/CSA/101/1,S.2/A440 ASTM E1886-13a ASTM E1996-17 Ye -or 2008 2013 2017 zmsmlz��- Date Submitted Date Validated Date Pending FBC Approval Date Approved F10TH FL # Model, Number or Name 33492.1 4SW-420 Method 1 Option D 09/18/2020 09/20/2020 09/23/2020 12/16/2020 Limits of Use Approved for use in HVHZ.- No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +50/-50 Other: Max. size 74" x 63". WIND ZONE 3. Glass complies to ASTM E 1300. Limits of Use Approved for use In HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure* N A and 1/4-1/2- �3, Glass .imlits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: Max. size 74" x 63". See Installatio detail for DPs. 3tio VkND ZONE 3. Glass complies to ASTM 300, C Description ,"1-42.0 Vi*v1 Hnr17*ntAl Sl42jj,&a.. installation Instructions EQ a W-119-112EL-1ULPjff Verified By: Lucas A, Turner 58201 Created by Independent Third Party: No Evaluation Reports f p-df Created by Independent Third Party: Yes SW-420 Vinyl Horizontal Slider XOX, Impact Installation Instructions Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports fUjA2L3q_AL LvALR gpf Created by Independent Third Party: Yes -- ------ --- SW-420 Vinyl Horizontal Slider XX, Impact installation Instructions Verified By: Lucas A. Turner 58201 Created by Independent Third Party. No Evaluation Reports Created by Independent Third Party- Yes TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS., ...I SECTION VIEWS & GLAZING.- ---------- 2 EXTRUSIONS & 8,0.M 3 ANCHOR SCHEDULE & NOTES-- 4 INSTALLATION DETATILS -5 GENERAL NOTES; f Pella CorWatior 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 102 Main St TO COMPLY WITH THE FLORIDA BUILDING CODE (FFIC), CURRENT Pella, IA 50219 EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND www.pellaxom ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. TJJIS PRODUCT MAY NOT BE USED IN THE tjFGH VELOCITY HURRICANE ZONE lHVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS, 420 PVC 2. GLAZING OPTIONS: (SEE SHEET 2) SLIDING WINDOW 3. CONFIGURATIONS: 'XX. I IMPACT 4. DESIGN PRESSURE RATING; -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04erllffi9. 4 LL -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z 00 'o ct INFILTRATION TEST PRESSURE AND GLASS TABLES LU C � 0 � 0) 0 2� 0 te Uj Z 0 ASTM E-1300-04e0­109. FL S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT SEEN USED 2 C {3 sr Lz' - N THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR �--< M LU :20 a M: DETAILS, WfNDLOAO DURATION FACTOR Cd=1,6 WAS USED FOR Z � aC 0 < <ow� WOOD ANCHOR CALCULATIONS. ;7, a, I- t- o-o DZ 6. PRODUCT APPROVED FOR IMPACT RESiSTANCE. SHUTTERS ARE iC Z X < U, 0 NOT REQUIRED. Uj W Z E 7. ALL FRAMES AND VENTS FULLY WELDED- 0 0 & SERIES I MODEL DESIGNATION SW-420. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR N70� ��A— A - LOCATION. 'N 11 EXTERNAL WEEP SLOT= 5/1 6'x 2-118' LOCATED 4-112'FROM[ =10 No58201 BOTH ENDS. STATE oF DESIGN PRESSURE RATING IMPACT RATtNG 45 PSF 40 PSF Lucas Turner 2020,09A 1 15:26:36 911112020 LUCAS A. TURNER, P.E. FL RE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 TRCET -DESCRPfKXf --- GENERAL NOTES AND ELEVATIONS DRAWNSY] IRATE: BLZ 08f21f20 1DWGae: REv.I 6CALE; SHEET 1:25 4 OF 5 SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 7-8, 10,12,15-16 & 21 ALTERNATE FIN FRAME SECTION VIEW B-8 Pella Corporation 102 Main Street Pella, 1A 50219 wwwpelta-com 420 PVC SLIDING WINDOW IMPACT f-- Z - 00" O;i o U. �Zll �u OZ 2 Z 0 a, 0 0 0 <c0uO re Z ri� WO00 2 uzi x L" < Q. t: 7/8' OVERALL E"Ittiffill"t t/ S 1/8' ANNEALED , ir 4 Ceti rji i 7116' AIRSPACE 5f16' LAMINATED Z No. 58201 119' ANNEALED STA110f DEC- KURARAY PVB fNTERLAYER 118- ANNEALED GLIANEX DURASEAL CARD NAL XL EDGE or. K0DfSPACE 4SG TPS LG. SPACER 9/11t2020 SIKAFLEX 552 OR kL 36 PURFECT GLAZE'W LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri BITE Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIF"RON: SECTION VIEWS AND GLAZING DETAIL D-FWNVBT— --JZ�A—TE BLZ 08/21/20 1wG- REV' PEL-1070 GLASS TYPE A SETTING BLOCKS PER FBCjjj:, 3.3.A-,SHEET 1:2 20F5 0 ARTS LIST MATERIAL PVC )CK RAIL, NT. PANEL PVC WL PVC A RAIL )CK RAIL, EXT. PANEL PVC PVC 'K, IIT x V x 2' (ABS STEEL 4GS STEEL 4E x 0-270r SOFT FIN Pella CofWalion 102 Main Street Pella, IA 502l9 www'pega-cm 4 5 I --CORNERWELD 420 PVC 4 /a - ALL SIDES SLIDING WINDOW IMPACT PVC MAIN FRAME PVC TOPIBTM RAIL < U H-6127 H-6140 00 Z � LL U, 0 zxor z 0- Z 40. �) '< 2 its, l< 0 ooxv)fr 7tI 0 6" z 0, 9 6 W. '-" i I I �- - < < 0 EL 0 1116, x W00or 115416, 0-0 0 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD - S-6141 Of . a. EL PVC LOCK RAIL PVC DRAW RAIL H-6135 H-6139 x r I No. 58al ALUM REINF. - S-2004 ALUM REINF. - S-2005 'IT, ALUM REINF. - S-2044 ALUM REINF. "tifillilk S-2043 T' ITEMS NOT USED: 25,30 ALUM ROLLER TRACK - S-2030 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 1 1 r2' 4 Cj @) 3� @) @) OPERABLE PANEL ANTI -LIFT P-5441 9111/2020 LUCAS A. TURNER, P.E. FL PE # 58201 1 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 R SHEET AND EXTRUSIONS BLZ 08/21120 PEL-1070 SCALE 1:2 SHEET 30F5 6- MAX. (TYR 6- MAX (TYR M I ANCHOR LAYOUT - ffLMGEj 8' MAX CCC 4- MAX- (TYR E 2 4- MAX. rr,?. INSTALLATION ANCHOR (TYP-) MAX, 0 C (TYR) NOTE THRU FRkME ANCHORS V MTG RAIL Pella Corporation 102 Main Street Pefla, IA 5(3219 www,pelia.com 420 PVC SUDING WINDOW IMPACT 'Zo Iw:r OZ < 0. Fn 02 CC I,< 0) jr 0. r W50 fy o 10, <owl--o-o Z 0L< o, w000wr LU j-, Lu Z � 7) 3:'3� 0, vD 0 if #0 No 58201 A. STA-M OF NOTES: IWAL 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. S&L ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM, STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER ER THAN 1116' 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 S. jij9/1112020 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 RE # 58201 1 BE PROTECTED TO PREVENT REACTION. 2428 0[6 Natchez Trc Tril 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 f Camden, TN 38320 PH. 941-380-1574 SPECIFIED IN TABLE 1. SHEET 5. 1 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEIGMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS INTO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE I X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF !X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES URA -MN 8YT0_ATE 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9116'FOR MASONRY, I'FOR WOOD AND METAL. BI 7 08M/20 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- - �'�7ff ___ REV, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLES, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. LPEL-1070 - 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA IGO(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FM/VWDMA 250(BOX WINDOWS), FMA!AAMAIWDMA 3MEXTERIOR DOORS) 4 OF 5 .MIN. EMBEDMENT SEE IABLE I SUBSTRATE TYPICAL HEAD ANCHORAGE i Y OTHERS 114' MAX, SHIM SEE TABLE I MIN� EDGE DIST, SEE TABLE I SUBSTRATE BY OTHERS — MIN, SEE EDGE DST. SEE TABLE 1 SEE TABLE I AN MIN. EMBEDMENT INSTALLATION ANCHOR — ----- jj PERIMETER -SEALANT SEE TABLE I SEE TABLE I BY INSTALLER INSIDE AND OUT a SEALANT BEHIND FLANGE BY INSTALLER �114- MAX SHIM PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE I HOR€ZGNTAL SECTION 1-1) TYPICAL SEALANT BEHIND 1/4* MAX SHIM FLANGE BY INSTALLER PERIMETER SEAL -AN' MIN. EMBEDMENT BY INSTALLER SEE TABLE I INSIDE AND OUT SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE I SEE TABLE I SEALANT UNDER SCREW----/ rA� VERTICALSECT"ON HEAD BY INSTALLER ��TYPcAi: -ELL Nci;60AEE Pella CoWation 102 Main Street - ,-,- SEE TABLE I i SUBSTRATE BY OTHERS.w�.pella.corn Pella, IA 50219 SEE TABLE I If4' MAX_ 420 PVC SLIDING iNINDOW MIN -EMBEDMENT IMPACT SEE TABLE I PERMETER SEALANT BY INSTALLER Z t'n INSIDE AND OUT LL �:Om-w Z -0 UZI au�' OZ INSTALLATION ANCHOR SEE TABLE 1 Z 0 0 0 O I,_ Lu 0) SEALANT BEHIND RN BY INSTALLER Z 0 /'C­1 HORIZONTAL SECTION < zorQZ'< Lj HEAD AND SILL SIMILAR FOR FIN INSTALLATION W020 0 Q NOTE; ADDITIONAL THRULFRAME ANCHORS LLJ E<t`H Z zi 7)Fc C, (AS SHOWN IN GET. A15) RECrD AT MTG RAIL, 0 Lu CL SEE SHEET 4 ANCHOR LAYOUT. af M 911112020 LUCAS A. TURNER, P.E. FL RE It 58201 2428 Old Natchez Trc Tit PERIMETER SEALANT Camden, TN 38320 BYINSTALLER INSIDE AND OUT ro-"\ HORIZONTAL SECTION PH. 941-380-1574 HEAD AND SILL FOR BOX INSTALLATION SIMILAR FOR INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:ORAWN BY. DATIF BLZ 08/21/20 MIN. 114"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK is APPLIED &W_G­_ - INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. I PEL-1 070 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS SHOWN FOR FLANGE WINDOWS. L SHEET �l 2 5OF5 1/5/2021' 4 Florida Building Code Online FL # FL9520-R8 Application Type Revision Code Version 2020 Application Status Approved Product Manufacturer Custom Window Systems Inc, Address/Phone/Emaii 1900 SW 44th Avenue Ocala, FL 34474 (352)368.6922 Ext291 jlathrop@cws,cc Authorized Signature lay Lathrop jlathrop@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 lay Lathrop Address/Phone/Email 1900 SW 44th Ave, Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws,cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect dame who developed the Lucas A. 'turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M, Urich, PE Validation Checklist R Hardcopy Received va Certified By .. • Ingm Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/10/2020 08/10/2020 08/19/2020 10/13/2020 ffl mgam���� 9520A 3" Alum, Tube Mullion 3" Alum, Tube Mullion, Horizontal & Vertical, Fin Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ* Yes Approved for use outside HVHZ,. Yes Verified By: Lucas A, Turner 58201 Impact Resistaft Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use, �publl\lceOV80rngaxw%3d 2/2 EXAMPLE HORIZtVERT, MULLION FOR SECTION VIEW ONLY plagmEffm GENERAL NOTES & ELEVATIONS__ .......... I DP CHARTS....__. ................. __-- ___2-3 BOM & EXTRUSIONS ___ ............ _ __4 EXTRUSIONS.-.... ------------- -- - --- _- -5 SECTION VIEWS-. ........... ................. 6-7 CONFIGURATIONS & ANCHOR NOTES _8 INSTALLATION DETAILS.... _ ___ _ 9-10 ANCHOR CLIP GENERAL NDT 11 I- THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WZ�IN�DOWSySTE� THE FLORIDA BUILDING CODE (F8C), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL III 19W SW 44TH AVE, D IMPACT USE AS DEFINED IN ASTM E 19% PER THE FBC_ i4OCALA, FLORIDA 34474 WWW.CW&CC 2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORZONTAL. r___ 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. S 3- PVC (REFER TO SHEETS 2-3) # MULLBAR 4..ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT. SEE SHEETS 14-10 FOR ANCHOR DETAILS. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. z � < 5, PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, 0 Owc, 07"-lo tua "t 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER W�o zz irt—zw 1-- 0 — 7z v) � >. 0 ¢Y 3: En DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WNDOW UNITS. u- i,- uj Z F­ 3: :E:T z M::i < Q� '10 0 .01 N 7- DESIGN PRESSURES AND INSTALLATION DETAILS SHOWIN THIS DOCUMENT O#'-06<='w 0OF-zo-f-012- APPLY ONLY TO THE MULLION, WINDOWS MUST BE APPROVED UNDER SEPARATE Z _!" — Z I_ D V) .—Du— APPROVAL. Oc ZQM ZO Q U-Z 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY L20 zi APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY < REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT. ENGINEER OF RECORD, U- 'n O��_ w BUILDING OWNER OR CONTRACTOR- Z40. efo!�cnw 9- SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS Ill0 0-7:1> DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. zz-v O. 01 VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. STAkMOF EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS MY LucasTurner 2020.08.10 12:04:15 -05,00, LUCAS A- TURNER, P.E. FL PE # 58201 2428 Old NtcMz Trc Trt Camden, TN 38320 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE W27112 OWG REV_ SHEET 1:25 1 OF 10 Tpactl1vu3- million H-ITEES, with 152Z dips using tour (4)91Wscrews Into vvuuu or lvacieLorvib uvy tapcons or or WOOD oer each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4-ELCO ULTRACONS. 37 86.0 80.0 80.0 80.0 B(Lo 800 80.0 80'0 ="-L".-'D-A34-474 42314 80,0 80.0 wo 1 80,0 80.0 80.0 -60-0 -gd -0 -80-0 80.0 80,0 80.0 80.0 80.0 80.0 I 80.0 80.0 80,0 wvlfwcw&cc E- --- --- 4$314 80.0 -0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80,0 80.0 65.0 --ZZ -I . , - r, - - - - In .. n , I - In �` 3" PVC z 57 80.0 80.0 80,0 80,0 Bao 80-0 mc 80.0 80.-0 80,0 80,0 80.0 80.0 65-0 65-0 65,0 1 63 80.0 80.0 80.0 80,0 80.0 80.0 80:0 80,0 78.9 76.6 74.8 72,5 65.0 65.0 MULLBAR 65 65,0 65.0 65,0 65-0 65-0 65.0 65,0 65.0 65.0 65.0 65,0 65, -1 IMPACT 68 66.0 65.0 65.0 65�0 65�O 65.0 65.0 65.0 65,0 65.0 65-0 63,5 72 65.0 L65l-1 1150 5 E 65-0 65.0 65.0 64,9 61.7 59.1 5k,9 53.7 OF CHART IS FOR h- OUJO <OLL)--O 0 0 Itjo w NON -INTERSECTED IMPACT 3' MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): z 1522 CLIPS z Z:r M < 0: 0 0 0 0 1- - (4) #10 SCREWS INTO WOOD of METAL 0,3 < a-X 0 In h- Z (4) 3tl6"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Z-0 (4) 114- ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK orri O' < -'00'D - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - --- - - - - - - - -- - - -- >' 1--u-zj0Ou-Q < ow-m z - - - - - - - - - - - - - - - - - - 2< Design Pressure Chart (PSF) for NON4NTI-RSECTED impact PVC 3' Mullion H-1 758, with 1776 dips with six (6) #10 Screws into WOOD or METAL or 3I16'ITW Tapcons or ELCO ULTRACONS into SOLD CONCRETE or WOOD per each end of muffic, Z -1 OPENING SIZE (in.) 0 Uj 1- 0 0. :zir >- Ir X X 'u 10 39 5-1 5-7 6-3 16-9 75 8 81 1 87 93 99 1 107318 114 -80.0 L I, 37 80,0 80-0 80,0 80'0 80,0 80.0 80.0 80.0 80,0 80.0 ED 80.0 Fo- 80,0 80,0 80.0 80.0 2 -42 31-4 -19,-0 80.0 80,0 83.0 80.0 80-0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80,0 80,0 80.0 48314480.0 80,0 80.0 80,0 80A) 800 80.0 80,0 80.0 80,0 80,0 80.0 80-0 BOX wo 80.0 80,0 65.0 0 0-0 "5-" 65-0 '350 'C 0-0 BID 0 I"'D a65.0 w 00! Will 80.0 1, B [8'0 53118 80.0 80,0 80,0 80.0 80.0 80,0 80.0 80k 80.0 mo 80.0 80.0 '0 80-0 80-0 65.0 65.0 65.0 z 57 80,0 80k 80.0 Sao 80.0 60.0 80.0 80,0 80-0 80-0 80.0 80,0 80�0 65.0 65-0 6.5.0 63 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 6 111 5 65�0 65.0 65,0 65.0 65.0 65.0 65.0 -0 68 65.0 65.0 65.0 650 0 72 65�0 65,113 65.0 59 U, DP CHART IS FOR NON -INTERSECTED IMPACT 3- MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END)-- NOTES- 1. THE MULL BAR IN FOCUS FOR ANY GIVEN 1776 CLIPS CONFIGURATION is SHOWN IN BOLD. 2- AN INTERSECTED MULL BAR HAS OTHER MULL - (6) #10 SCREWS INTO WOOD or METAL BARS) ATTACHED TO IT (SHOWN IN DASHES) (6) 3/16* ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUC44 THE USE OF MULL BAR CLIPS, AN (6) 1/4- ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS- Tfr�' TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTrALAVJLLION VERTICAL WAALION VERTICAL WJLLtON VERTICAL MUUM TWIN TRIPLE TWINTRPLE HORIZONTAL MULLION HORIZONTAL MUM HDRIZONTAL WILLION T- z OPENING SIZE z z L .a n 0 �---MULL LENGTH IT I-MOLI-LENGTH --i MULL LENGTH OPENING SIZE OPENING SIZE OPENING SIZE OPENINGSVE�-- DaW2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natdwz Tic To Camden, TN 38320 PH. 941-380-1574 SHEET DE$CRIPTICK DP CHARTS NON4NTERSECTED ADE 1 09127112 awr k CWS-636 JREvC SCALE SHEET 1:1 1 20F10 Design Pressu,2 Chart(PSF) fray INTERSECTED impact PVC 3' Muflioo H-1758, with 1522 clips nsing kwr (4) #10 Screws into WOOD cr METAL or 31fi6" iTW Tapcons into SOLID CONCRETE or WOOD. or 1776 dips with s.ix(6)# 0 Screws into WOOD or METAL 4r 3/',6'fTWTapcons into "SCLIO CONCRETE or WOOD per each end OT multion- HOLLk 4r OUT -FILLED BLOCK require IWELCOULTRACONS, OPENINGSUE in. � � I 39 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 318 19W Sit 44TH AVE. 37 50.0 50.0 50.0 5ii.0 %0 50.0 50-0 50.0 50,0 50.6 50k0 50,0 50.0 50-0 50.0 50.0 %0 50.0 fk DA 34474 42 3i4 Sii.O 50,0 50:0 %0 50.0 50,0 %0 50.0 SOLO 50.0 50.0 50.0 50,0 50.0 50.0 50,0 50.0 50.0 WWW.CWS.GC y 48 314 SOLO 50,0 50.0 SOLO 50.0 60,0 %0 SOLO 50-0 50.0 50.0 SOLO 50,0 50.0 0.0 50,0 50:ii 50.0 53118 50.0 50,0 50.0 50.0 50.0 50.0 50.0 SOLO 50.0 SOLO SOLO 50,0 50.0 SOLO SOLO S0.0 S0.0 50.0 rPVC z a 57 50-0 50.0 50.0 50.0 SOLO 50.0 50.0 S0.0 50.0 50,0 SOLO 50,0 50.0 50.0 50.0 %G 50,0 48A ' MULLBAR £3 50.0 50.0 50.0 50.0 %0 50.0 SOLO 50.0 50.0 50.0 SOLO 50.0 W.0 50,0 49A 47.3 "' ._ aM.. , IMPACT 68 50.0 SOLO 50.0 50,0 SO'D SOLO SOLO 50:O %0 %0 50:0 50,0 49:8 ) 43.5 Z2 50-0 SOLO 50.0 SOLO 50.0 1 50,0 50.0 SOLO 1 SOLO SOLO 50.0 45A 44,0 r 35,375 SOLO SOLO 50.0 50-0 50.0 50.0 50.0 SO-O SOLO 46,8 44.0 40:0 . a ..x - . a .a _ z < z O h � wb- WaTF PCRT IS FOR: sOZ EDINTERSCAL.Z, cn Y C7 t as 0 Z2-0,5o']ifOQ 1572. CLIPS � (4)#10SCREWS INTOW or METAL 00pCy¢� Sigph fk z z Din [ (4) 3116" TTW TAPCONS or ELCO ULT INTO SOLID CONCRETE or WOOD p t9 5 � c> - (4) 1W ELCO UL CONS INTO HOLLOWor GROUT -FILLED BLOCK h � o O u z <c Ey ua O _ 1767 CLIPS 0 n 0 t- } c w to m. - (6) #10 SCREWS INTO WOOD or METAL w z {6) 3116 TAPCONS tar ELCO UL ONS I O D CONCRETE or WOOD y a- g 0 �'n - (6) 114- ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK. ur i- Or a, :r' . > I w3z Zfz/ A i TW iPLE HORIZONTAL ION .". f Nas. 2S2i vERTIC.- MU1.loN SrAM OF ISiNGLEj z Z TWIN OR 7411 11111�� . 'f eta [TRIPLET - - - - - g UNITS BELOW a 08(0&2020 �--- OPENING SIZE --- _- MULL LENGTH - LUGAS A. TURNER, P.E. I FL PE # 58201 2428 Old Natdiez Trc TrI j Camden, TN 38320 PH.941-380-1574 _ SHE£7DEscRWTit3M7;. NOTES: DP CHART 9. THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION 1S SHOWN IN BOLD, 2. AN INTERSECTED MULL HAS OT14ER MULL bRnWN av: ___.._..��R,I,E_ I BARS) ATTACHED TO. IT (SHOWN IN HASHES) THROUGH THE USE Of MULL BAR CLIPS. AN ADE I 09127/12 }------ INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. HYJcr z. CWS-: 35 C B 3. NON -INTERSECTED MULL CAN BE ATTACHED v SHEET TO THE SUBSTRATE AND OTHER MULL BARS. } :1 3O%10 B- x 3- MUL.LK)N I Ubt OR #12 HEX WASHER HEAD TEK SCREW '(see nale x 1 112", PANHEAD PHILIPS ZINC -USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 10 1 114' ___0 ills' 1116" DRIP CAP S-1895 MUAION INTFRfOR COVER S-6018 FLANGE ADAPTER S,1896 TOP VIEW 2 13116* 21116-1 (D LEV f7 1 3116' Ila, 3'MULLSAR H-Im ."ION CLIP S-1897 *A SCORE. BEND AND BREAKTO REMOVE FIN FOR FRAME ATTACHMENT TO MULL BAR DETAIL A TYP, FIN FRAME 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. LINE ITEMS NOT USED: 5-6,12 mm 14 2114" 4 7fg' F- 1522 - 013 NEW CONSTRUCTION I FIN INSTALLATION FRAME TYPE OPENING (F-1522-XXX) NEW F-1522-013 FLANGE - - RETRO F-1522-006 NEW F-1522-013 FIN - - RETRO F-1522-013 NEW NOTRECOMMENDED SOX RETRO F-1522-006 1 116' 7 7116' 1 3w 27116' MULLSAR CUP (F-1767-XXX) F-1 767-001 Quim-ld F-1767-001 1900 SW 44TH AVE. F-1767-004(L&R) OCALA, FLORIDA 34474 F-I 767-004(L&R) WWw_CWs_CC F-1767-001 F,1767-001 3" PVC MULL BAR IMPACT z 3: < Z?: owo O0 W60 T62 Or zm:2<af,,,0= 0 V) CL z O'D < z1 I_ ri, < � Ir Z R�w- >_ too :, o 0 0 1, Z=,,w 0 0 in' 0 C5 It w 01 L 2 3116' RETRO t FLANGE CLIP Mv� LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old lbld�az TIc Tri Camden, TN 38320 PH. 941-380-1574 IIAWN aY: IDATE: ADE 09127112 K-G cws-836 c SHEET 12 i 4 OF 10 "L"ANGLE 3" MULL CLOP, FfN (LEPT) F-1767-ONL am -L- ANGLE 3- MULL CLIP, FIN (RIGHT) F-1 767-ONR • 'L' ANGLE 3' STAM)ARD WJLL CLIP- F-1767-001 FHRU (Typ) M0612020 LOCAS A. TURNER' P.E.FL PE # 58201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 SHEET DESCRfPTtOM EXTRUSIONS 5 iUlADE--- 0=9127112 � owr, 9: IREV.- CW�S�-836 �C I SHEET 1:2 I 50FIo rA'\ HORIZONTAL MULL BAR SECTION l-6FLANGE FRAME WINDOW SEAL BEHIND FLA PRIOR TO ATTACf TO MULL" FIN MUST BE REMOVE WHERE WINDOM CONNECT TO MUI AA` HORIZONTAL MULL BAR SECTION k-fi-) FIN FRAME WINDOW APPLY SEALANT ALONG Ft LENGTH OF WINDOW FRA GROOVE PRIOR TO ATTACHt m /"A'VERTICAUHORIZONTAL MULL UARSECTIONI s BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLRAR GROOVE PRIOR TO ATTACH*4G DRIP ADAPTOR u FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL DETAIL A SEAL BEHIND FLANGE SEAL SEHIN I (SEE DETAIL 8) PRIOR TO ATTACHING 6- (SEE DETAIL 8) PRIOR TO IN TO MULLION APPLY SEALANT ALONG FULL --- TO MULLION LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR rENVERTICAL MULL BAR SECTION VERTICAL MULL BAR SECTION 11 VFLANGE FRAME WINDOW D-5 —FIN FRAME WINDOWL L DETAIL B < z W�o < O Z rzw W Z Z�-5mx 2 zmm<Xwoo 0 0 1- 0 6 < -E 'Df 0 a z 00 -Do So— T �'- � Z < I-- Lu 'oowow gig i 0-01 O uj 0 a. m: ol nf la w tu i 0=6/2020 LUCASK TURNER, P.E, FL PE # 58201 2428 Otd Natrhez Trc Td Camden, TN 38320 PH- 941-380-1574 SiFEETDESCRPTION SECTION VIEWS m DRAWN By; JDATE: ADE 09127112 DWG#- REV: CWS-836 C SCALE: SHEET 1:2 60FIO 5-M,ULL8ARIH-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 4- MULLSAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) -- SEE NOTE I 7 MAX. EDGE DISTANCE SEE NOTE 1 P 1116: MAX EDGE DISTANCE SEE NOTES 19 2 SEE NOTES I & 2 SEE NOTE 4 SEE NOTE 4 (1 EAJCLIPI (1 EAJCLIP) C 5-HORQ.TO3-VERT.M.ULLaARSECTION rC HORIZ. TO 3- VERT, MULL BAR SECTION FLANGE Ff ME NdPND©`vV 7FLANGE FRAME WINDOW SEE NOT 3j—T MLILLBAR SECTION W, DISTANCE ME NOTES 1, SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (OTY 1), AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THR.0 W CUP IB97). BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9(32AND A MIN CENTER TO CENTER SPACING OF 117. 3, THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL)- THE FULL LENGTH MULL MUST BE THE SAW DEPTH, OR GREATER, THAN THE INTERSECTING MULL 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP, PREDRILL PEOT HOLE T HRU ALL MATERIAL ME 3" PVC MULLBAR IMPACT LZU Toi w 8- c, Itu 12-1 -d 0 Z—"O—H-DcL sn ct < 9Zvi2 f-05 l'- o t—Tw 0�wt- = mm W05�O wF-0 Q-x=>- J�f ul 10 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Oid Natchez T.' PH.94i.380-1574 SECTION VIEWS MULL INTERSECTIONS LAWN BY: DATE: ADE 09127/12 VG —# CWS-836 C SHEET 1:2 70F10 TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION €-- OPENING SIZE --- OPENING SIZE �L TWIN HORIZONTAL WJLLI4Nd Z Z O I-^-- MULL LENGTH -- 4 TRANSOM OVER TWIN VERTICAL MULLION a r Z z J � t t M-- OPENING SIZE TRIPLE TWINJTRIPLE Hf}R71NTA€. MULL" HORIZONTAL MULLIONS }} OPENING -- SIZE t 6(- 1 €---MULL LENGTH ---4 MULL LENGTH — +---di TRANSOM OVER TRIPLE VERTICAL MULLION -«{ OPENING SIZE 1 TWBNfTRPLE VERTICAL MULLION z !--- OPENING SIZE w z SINGLE( i TWIN OR E w O (TRIPLET UNITS BELOW 4_ MULL LENGTH" NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN SOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT {SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. PION -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION NOTES: I, AT MULLION LOCATION, ATTACH WINDOW UNfT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL. FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME S17E (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR. 2, MULL CLIP INSTALLATION ANCHOR. TYPE, SIZE- SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9, 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE. OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9_ 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR. CONCRETEtCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSi RATE - IX SUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SRALI 3E MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN SN TABLEI, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL. BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENT& FMAIAAMA IMFIN WINDOWS), FMAfAAMA 200(FLANGE WINDOWS)- FMA1AOMA. 250(BOX WINDOWS), FMAIAAMAANDMA 300(EXTER€OR DOORS) )NINDOW SYSTEMS L 19W SW 44TH AVE, OCALA. FLOROA 34474 W`IAWOWS,CC Z 38 $Zr tiZ ZOZ (r�-=_ I ZS�C.�llsp£) M' cr 0) Z0-P fA EL p�t}ya�Zg � to ul im W3 ww �I 0810SM20 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez TgC TIi Camden, TN 38320 PH. 941-380-1574 HE£T 5cSCRWTlO . CONFIGURATIONS AND ANCHORAGE NOTES aAW N SY;: DATE: ACE 09127112 NGc REV.:-._.._.— CWS-836 C _. SHEET 1:1 8 OF 10 TMSW44THAVE. OCALA, FLORIDA 34474 WWW_CWS'CC 3" PVC MULL BAR IMPACT PIETRO FIT ANGLE MULL BAR CLIP MULL BAR CLIP I TWO REDD PER EACH END OF MULL .'o Mt1 L BAR BAR r zOz 0_'Ezi- Qua >_ 13�� 3: in- 10 INSTALLATION ANCHOR INSTALLATION ANCHOR Z zxm<Xiuoo OI`_OQ MI-af 0 co I- Z'CL to CL SEE TABLE I SEE TABLE 1 z SEALANT ALONG OUTSIDE EXPOSED ADD STRUCTURAL ELEMENTS AS RECO, TO MAKE LEVEL FOR SEALANT ALONG OUTSIDE EXPOSED ADD STRUCTURAL ELEMENTS 5 AS READ TO MAKE LEVEL FOR z 2 z 0 46 z - - u- �� o 0 < =: 0 EDGE BY INSTALLER MULLEAR EDGE BY INSTALLER MULL BAR 2 t= Z '6 PERIMETER SEALANT . -1 PERIMETER SEALANT w I &IS , :33:22 O'0a-(aowv>Lu BY INSTALLER tNSOOE AND OUT MIN. EMBEDMENT SEE TABLE I BY INSTALLER INSIDE AND OUT MIN, EMBEDMENT SEE TABLE I Yw 0- v r- - q- it 0 � (D wi-O a. m >_ SUBSTRATE BY OTHERS SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE I MIN. EDGE DIST. MIN. EDGE SEE TABLE I VERTICALICSECTION FOIST. SEE TABLI /—E'\ VERTICAL SECTION A- Mi" \j TYPAL FLANGE (RETRO, 2 FIT) ANCHORAGE TYPICAL FLANGE ("L' ANGLE) ANCHORAGE %;9 HEAD AND JAMES SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION :14 No, 58201 Noe =xj =ai i:� STATE W =06rz= NOTES: 1 LUCAS A. TURNER, PE. 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL RE # 58201 2.428 Old Natchez Tm- TA 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS Camden, TN 38320 AFTER;NSTALLATION PH: 941 380-1574 1 RECESS RETRO WJLUON CLIP 3/8'MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED- INSTALLATION DETAILS FLANGE 4- FOUR (4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2-3, THREE (3) ANCHORS REQUIRED PER V MULL CLIP. SEE SHEETS 2-3. okem—N BT�uut­ 5, SEAT MULLION TIGHT TO MULL CLOP. !AD _��09127/12 DWG #. iREV, 6, FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW CWS-836 c SPECIFIC INSTALLATION DETAILS, SHEET 1:2 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SF� BY INSTALLER INSIDE AND OUT SLESTRATE BY OTHE SEE TABLE 1. SHT 9 PETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN- EMBEDMENT SEE TABLE 1, BHT 9 DIST. r-� N SEE TABLE 1, SHT 9 FVERTICAL SECTION (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 'L- ANGLE CLIP TWO REOD PER EACH END OF MULL MULL BAR fKISTALLATION ANCHOR --F-SEE TABLE 1, SHT 9 SEALANT =GF OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH MK EMBEDMENT BY OTHERS T_ SEE TABLE 1, SHT 9 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 9 MIN- EDGE 04ST '-'� SEE TABLE 1 BHT 9 G � VF R'DCAL SECTION TYPICAL FIN (-L- ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER?' MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER -V MULL CLIP, SEE SHEETS 2-3, 4, SEAT MULLION TIGHT TO MULL CLIP, 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. M 3" PVC MULLBAR IMPACT < Z <Z I - Z <.W92 ul Z oz irt—t 9 ;Zo§>-oZ3:M LL )-- w Z F-:-> 2 t U to 0n IL Z 00D < Z >- goal, 9? Z'6 Q 0 M>-D3:9� b- wtoowow Q� Z CL ii Elf K-� LUCAS A- TURNER, P.E. FL RE # 58201 2428 Old Natchez Svc Tri Camden, TN 38320 PH, 941-380-1574 4EET -DESCFdPTK)N INSTALLATION DETAILS FIN RAWN BY DATE: ADE 09/27/12 NG REV, CWS-836 C SHEET 1:2 I 10 OF 10