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t _ • e BCIS Home Log In User Registration Hot Topics i Submit Su harge 1 Et EGaVEI&ications ¢ Contact Us i BCIS Site Map Links Search kida 'Product Approval �E C 27 '2019 "► �F USER:Public User ST. Lucie County, Permitting Product Approval Menu>Product or Aoylication Search>Application List> pp�cat�on Detail � FL# FL1S449-R10 Application Type Revision Code Version Application Status Approve Comments Archived Product Manufacturer ewSouth Window Solutions Address/Phone/Email 1074 - ossroad ommerce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors �, Subcategory Sliding Exterior Door Assemblies �'®�® Compliance Method Evaluation Report from a Florida RegistA 4t pr censed Florida Professional Engineer ���JJJJJJ �2 fes' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. ` Validation Checklist-Hardcopy Received Certificate of Independence FL15449 R10 COI (!.) Certificate of Independence.pjf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1886 .2013 ASTM E1996 2014 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/20/2019 Date Pending FBC Approval 06/27/2019 Date Approved 08/13/2019 Summary of Products Model, Number or Name Description 15449.1 a. 6000 Series/Model 6200 Extruded Vinyl "Non-Impact" Sliding Patio Door- (XO or OX Configurations- Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.1.p-df Approved for use out ' e HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistan Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.1 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.2 b. 6000 Series/Model 6200 Extruded Vinyl "Non-Impact" Sliding Patio Door- (XO or OX ` Oriel Configuration - Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.2 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.3 c. 6000 Series/Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX Configurations- Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.3 for Design Pressure Ratings, any FL15449 R10 AE (c) Eval 15449.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.4 d. 6000 Series/Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX Configurations- Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15449 RIO II (b) Inst 15449.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.4 for Design Pressure Ratings, any FL15449 Rio AE (c) Eval 15449.4.p(Lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.5 e. 6000 Series/Model 6400 Extruded Vinyl "Non-Impact" Sliding Patio Door- (OXXO Configuration - Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.5 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15449.6 f. 6000 Series/Model 6350 Extruded Vinyl "Impact"Sliding Patio Door-(OXO Configuration - Nominal 9'0 x 6'8) : pg �: b INSOl UTION .w 1:06 Fair Blvd Tampci FL33610 —%"MAX OVERALL FRAME WIDTH 'm z° � o 3F.63'"MAY, DLO.WIQTN..: ' m0.�0 tv a 5 pm r¢ :J, 6000 S n: es' ':s Modew 62Q► ' lid!:, : Patio Door o IfNON:IMPAC rpW t2ti J �Z GENERALNOTES c o z 1 Th1s producthas been evgluated:arici is ln,complid ice with the 6th Ediflan a o " ' (2017).99nda Bulding Code(F8C):structural`.requremenisexcludfng the"Nigh VelocilyHuficaneZone'(HVHZ) m o : 2 Product anchors shall be.as listed and spaced as shown.ondetais.Anchor f ' embedment to base mdtenal shall be.beyond wall dressing or stucco. x 3 When usedin breas requ�nng vend k ome debris prafiection this product is w teq�a$d to be:protectetl wrth an impact resistant covering thatcomp#gs with zN z F8C Sections 1609.12:&R301.2.1.2. For 2x stud framing,consfruction,onchonng.of these units shall be the same as W 4; F that shown W 2x buck mdsonry consfruction. n5: Site eonditicins thaf'dewate from feletetalisof this drawing rert vile further: engineering ana{ysis by a licensed engineer orregatered architect: ' a TABLE OF CONTEMS GLASS: Z ' : :: FMME A L.X:. .: SNEk7#: DESGRtPTtON FSIGN 'i '0 RE n ;1 Typical elevatlons;design pressures,&general notes: NEG onrE s 15/15 Z a i1aTERLac� !es DIMENSION DIMENSION. _ P 2 : : Horizontal:crosssections ' +35, 40. suit N 7 S: 3 Vertical cross sections: 96,o"X Y6.o. 39.63"X83:63" mYc er JK m' PVC G7 Q .. 4. Buck and frame anchoring; atuan 5.P; cH -50.0 K.a :LFS a '5 Bill of:materials;:glozingdetoiland componts': o�uwms NO • , neci +4 z" FL-95449.1 : ° 5HEU l Cr. 5 a r X G SEE NOTE:1 ? `��. . '•����. m 3 G 2 K ? %.: 2 3 EXTERIOR 3 Gl Q SA �4��'• �,C ���� o m m' Do o rrf t t►► 2: NOTE,Sheet Metal: 0 2 .Screwsmustpenetrate o Ed Gl o a Z,. z oi`.� 2 X: ..a min'.of 3ittreads: g °c`w through fhe steel stud © .. Gl IL 5 3 (maintain a min. 2 2 :3/8°edge distance). b w c T `OSEE NOTE 2 ❑ o nJo r i i 5A INTERIOR 2 )i HORIZONTAL HORIZONTA!CROSS SECTION �� 2. ALUM INTERLOCK i rn 1 NOTES: _ �� 1 1.Item G,spaced 3 Trom each end and 7 more equalty Z 3 S HORIZONTAL CROSS SECTION J o W 2 :Steel Sfud gonsAucfionl :: spaced 19 totglJ. Al N`n 2.Faed panel secured to frame with Rem G,d"from each: =�: z o- .2: N =O end and'6 more equally spaced(8:total). NN 1-1/d MIN: :: 0 o EMB: C o �•J EMB. N a EXTERIOR ° »m Q ' SEE NOTE T: 8 3 K EXTERIOR ! o v 4: o rn v o^ z o C7 5 2 ow o 3 C7 0 o L7 0 $ ' a a G SEE NOTE Z 0 uj moizo INTERIOR. 2 Gl 10 n z o E3 INTERIOR 30 a� 6 1 S 15 3 M I: scar. NT.S. 3 E K owc ar: :JK m i HORIZONTAL CROSS SECTION: : 2 HORIZONTAL CROSS SECTION 4 HORIZONTAL"CROSS SECTION auwNc r o r: m y 2 2X;Buck;Masonry pan truction 2 PVC IMERIOCK• 2 1X iBucY Mason Construction. ry FL-15449.1: a .. N sxesr 2 of 5 e ii � i �� i � i� i i:i :i,! it i i i ': i i i �� i i ii'. " is i � •i ,i � i �'i _. �::f _... .: . .. ... .. .................. .... ....._.......... .._.. . ........................................................................ _.. ............ RNCIients\New South Windows PERMANENT%A.4lodda RroJuct Approvals�FL15449 5liding.Door\C-.Dray+ings�FL-15449(2D1�R2�FL-15-0491.dwg.3.1 .. ....... .... ...... ........................................._,.......... ...... ............. ......................... ....... .......:........................... ........,....._.... ........................ ............... ._ ... ............................... .. ............... .............. .... rn: .. .... ..... .. ...._ .... ... .... .. ........ ....... ... . ..._. I ..... ... .. .-... _..... ........... ... ......._............... ...... .... ......,.......... ........_.... .... A ........._....... ...... .. ... ... ........ ....._. .. r .�.... V .. .. ..... .. ..... .. : .. .. .. .. .. - ..._ .. ... .. .. .: ... .. .. .: .. .. ....:.... ..... ...W G.1 .: .. .. .... ... .... ... .. .... .. .. m� a _. . .. .. c v ..... ....... ............. .. ......... ._.�.o............::�. __ . ........................................ ... .. . .......... y .... .............. .... Q....:.o ............... .............................. .. . ... .... .... .. ........ ..................... ... .. ......... .. ` ........ ......... .. ....... ........ ... .. ... ..... .. .. .. ..... 'c T s r---- , ........... ....... .... ...... ....... .... ....,............ ............ ... .... .. .. . . ...... CO . .. .... ao. .. .. .... .. . . .... .. ........ . 4-. .. ......... .. ..... .. ... .. . _.. _.. EMB:(TYP:)::::::::.. 1-1/4"MIN. . ... ... +� ..� .... — .. .......... ......._...... .............. ..... EMB.(TYP.)... .. .... ..... w IA .................... CC .......... .. ........................... ....... ............_.... ........ ... .. ._ _....... n. n z. e �.................'._ ........................ ......... ........_................. ..... .....p.._.. ..... ............................- .. ........................ ........_................ .:......_. .........__..................__..... ........._ .......: .......... .....B'1 .............. ......... . :.'..::::::'::::::::':'.;❑ .: .. .. ... .....�.... ... n m w: ......._.' .... ...... ... .... ... ,._... ... .. .. .... .. .. ... ......... ................. ............. ... ............ ............. ..... ................... ...—A...................................................................................................... . ........... .......................... ................... ............... .� ........................................ ..... ................................................-.............. .. ...................... ........ .............. ............................................................................................................ ....W .................T .. `... .. ........... A W N .............. .. ..............., ...................... ........... ..... ...... Gam❑ . ,,. ., ;... .. .._........ .. .. ....:. ................................ ..... ................ ....... ........... ............................ ................. ........ sn .. ........... ..... ................................................. .....,.......... ..... .o ...._-..._. ................_......_.......................... _... ....... ... ... ... .. .. a N 2 r1t.. ......... ............................... ...... . ... .. .. o: .. ..IT, ,W ...... .................. .._..... ._................,........_.. ........................................................... ......._................p Li ;::;e_ ..... ..,...... ........._ -. : ... .. ..... .. .. .. .. 0 ............ .... .......... ................... .... ................ ..... .._.._........___..._. .... .... ... ...... ....... .......... ................... ...... ..........._......_ ................. .. .0.. af:::..:............ .::::. .... ..:. .................... .... .. .,... .. ... .. .. .... ... .. ....... ... ... ... .... ._... -r ...... . 1 1/4"MIN � EMB.(TYP.) ..........._.......................................................................................... ..........:................_........._......._..............................................................._........__.......: ................_ . ........... .. ......... ....... ................. .. ..... ............................................. ..................... .\ ..... ._. .... .... .. . ...........- ..._....... ........................ .............................. . _..... . ..... _ .......... .._........_............................_...,.................................................................................January.23,2018..� . r q$ .[NO .. .... ..... .. PRODUCT Prapared.Or. AMOF �A .�``� .... R NewSouth Lyndon F .Schmidt., .��i, (�.\�.. .......... rn.. _.. ..... .:....: ... P.E No 434DI CTI � {,�. \\�`.::::i:::.r .:. IW 2 y : ._ ..'.' ANTS� 55\ .. o A y T 22 18 ADD STEEL STUD ANCHORING JK PART OR ASSEMBLY: BUILDING CONSULT INC. . 10 05/17 UPDATE-TO 6TH ED.--2017 FOC" JK'• - - P;O Box'230; VoWao;:FL 33595 It" U DATE BY CROSSSECTIONS Phone No.: 613.659.9197 ..... ... . ........ .... . ....REVISIONS.. ... .... ..FSPE C.A._No. 9813 .... ....®2016 R.W.BUILDING CONOULTANT9'INO,........ ..... ....... ............. ........ ................. .. ....... ........... ....... ......... ................. ................................ ....... ...... ...... .................................... .... ... _.. ....................._._ ........ ................. ............_ N C : ; =dry t.,'J–O n _Z = Z �:o, o I�. U N 4" — / 4' P. 3 \. m';1. (tYP.) ('IYP.J a' � . . a. so q �� / o T'0Y.P.) g rpt i 11tL co+ mN qt Z 17 U x O aty:o 9m cL aW: N t'.: :a a II: ': ( 'I ja mda� p I(: a: ?c E.� . TIP. II _ If' U j DIRECTTO MASONRY 11 31. 1 w. ' n M ?X BUCK I I 2X BUCK; H . BUCK II 7 STEEL STUD 1 'I DIRECT TO: o Ili FRAME TYP.@HEAD .i I I MASONRY AA i'' G^ ' '3 m ¢v IC BUCK AND JAMB: I .I : TXBUCK N .: z :. x a I I: v 11 : ?X BUCK H N MASONRY IIE O MASONRY STEELSTUD j �. ;,DIRECi70 m OPENING II' OPENING I .1 AA o LL MASONRY -Q, ? - • o ji. SILL II j1XBUCK a a Li. STEEL STUD j q w >>m a sw 8m =w • 2XBUCKANCNORMG ' FRAME ANCHOR JAMB TRACKS z ow o j^ n y _ m oa OYES: CONCRETE �O a r e nchbr iocoflons at the comers md'be 6d'usfed to mdfntoin the min. W � 1:Conc et.a Y. ! _ ....� W a edge distance to tnorTarjoinfs. := ¢ Concrete anchor focafions`nofed is MAX.ON CENTER rngst be adjusted to e o 0 2 " oa "a i mdfntainahe mln.edge distbnceao mortar joints,additional concrete anchors ° mayberequiredto'e urethe"MAX.ONCENTER"dimension:arenotexceeded. WEEP HOLES g' . h Concrete anchor table: `.: . N < h ' Mrlx ct�ARANCt,::.MIN:ccEARANCf .. "" ANCyR .'ANC H.Ok AAlN . 7d ..:.: .. .; :.:: •; :TO h1ASONRY TO ADJACEM :. . ...:. EUGE: :;..;..: ;,.:r;.:ANCHOR..::.::, .: z n :.. . 3 oeiE: ' 1 6/15 5. .Z :3 :ITW. :4n _ /. " m r TAPCON: . .:.. i N.'7.S. ! :1 i SGiLE� 7 Y$. TELCO. i i: .. .. .. owe.sr. ::JK m $ ®: ::T/4" 1;1/4" ULTRACON ::. c 0%.sr: LF5 WOOD SCREW INSTALLATION NOTES: o two-c NO.-,: z .1.Maintain a minimurn 5/8"edge distance',I"end distance,8.7 o.c_spacing of. F[;-15449.1 0 0 ''� wood screws to,prevent the sp(tting of wood: . . . ILL OFMATERIA[S B . I 5� DEM 8 :DESCRD710N: MATERIAL: - A 1X BUCKSG>> 0.42 WOOD I, 0 D.os" B 2X BUCK 5G>=0.42 WOOD V,,. ' R o C 1/4"MAX.SHIM SPACE.. - o : '•� � ��• Q a :D 1/4"X 2=3/4"PFH ELCO OR ITW CONCRETE SCREW: i .STEEL N>ri m E MASONRY=3,000 P51 MIN.CONCRETE CONFORMING TO ACI CONCRETE ! 3 OLAtING eEaD FRAME UTI I !1 0 M 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90: .. r�s7aasd-05? 1 8572,356.D6fl m w: "N'' 44 a 4: v:• cxxz F #10 X 2"PPHSMS(1 3/16";MIN EMBEDMENI) STEEL m _�; s m F G 48 X 1 PFH SMS STEEL .T 2 78 °� a N.� S o r a H 410 X 271/7'PFH SMS(1-1/4"MIN.EMBEDMENT): STEEL' 171 a a 0.055" J 1/4"X21/4 PFHITWCONCRETESCREW STEEL o ,i;:; -• �; °z :K :#6 X 3/4"PPH SMS STEEL 1 0.060 M 1/4"X 3=1/4"PFH ITW CONCRETE SCREW STEEL S a N 9/4"X 3;3/4"PFH ITW CONCRETE SCREW STEEL 0.065 m : T #10-16PHSELF-DRILLINGSMS STEEL FRAME CAP = 4 184" N X STEEL STUD:Min.Thk 0.0547:(ASTM A653:GRADE 50 fr=50 ksi min.,Fu 65 ksi min.) STEEL ILL :PVC: 8571356-0SS kiCAP:: ` cgaw A FRAME": `.INTERLOCK 5 8573356 063: o 2 SASH STILE' ::PVC: : `3Q F :3 :GLAZING BEAD' :' PVC:' ° s o m WU 4 FRAM C P' ::PVC: - E. A . z 5 :INTERLOCK*: PVC: 3.75": 4 53" o Q 5A IN (6063-T5 ALUM) ALUM T ' ai :6 SILL CAP:(6063-T5 ALUM) ALUM p p m ii 0.06": 9 SASH TOP AND BOTTOM RAIL PVC f :; 00. :. 0:06" �.: :8 SASH SUPPORT(6063 TS:ALUM)' :ALUM o,.. t 9 ':ROLLER;SUPPORT(6063J5 ALUM) :ALUM C7 © m 10 REINFORCEMENT 606545:ALUM) ALUM : 11 RXED TRACK(6065-T5 ALUM): ALUM q 7 0 a12 SILL ROLLER TRACK(6063-T5 ALUM) : ALEFM ' Y SASH 5A INTERLOCK o 0 ' 25 ROLLER ASSM. S N LL 30 :LOCK AND HANDLE z z 31 STRIKE PLATE - e o ..._ : - NS R INDOWSARETOBEP ODUCED : •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIO FOR W R N� � BY'EXTRUDERS'LIGENSEES IN"AAMA CERfIFlCATIONS PROGRAMS FOR RIGID PVC EX1RU$ION5'. �: n o n� _ o a o ''i L. : Q z ..p p t� € 1.27' m 7 8"OA.GIASS THK. a - /... 0 8:' B E W T GLASS R a. 1 8":TEMPPED GLASS €•; i 4: �� qk n N O h— 4 083. N Q: p: AIR SPACE: o m a: cv^ O: 0 �- Z U o: � a c p i. y^ 1/8";TEMPEREDGLASS: :� � �>�:6 15%15 : b : i i? ° scuF..' N.T.S. ? '- GLAZINGSILICONE: ALUMINUM SPACER 00.4" am�, JK m' (DOW;1199);?: o: G7 GLAANG DETAIL : 1 c� ai: LFS 3 O- m :pRONFORCEMENT : FIXED TRACK : RQLIER TRACK ::: 7 SASN TOP AND BOTTOM RAIL ux¢k0 n 1Q 1 12 8568356055 :: ! FG=15449.1: : :'3 5 :.: 1 M6•A5152-TRK c :. i : is i : is .:i y ro SHEET:LS OF 5 a ... RECEI!!E� , Wind Loads D i AS F�� ��- n g Wind speed v= 170 mph Exposure'C'EasySeals !; all omp nents & Cladding File CgJ D Load Combination Coefficient: 0.6 7. easyseals.com i in'dl� �st�i e s f��se with Allowable Stress Design KZt= 1.0 1<d= 0.85 Enclosed l3ldg - 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at[eastriburary area t I ast Mean 30 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sqXV, ' SOS Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 , ons Zone 4- Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interi r Corney Interior Corner + - + - + - + - + - + - + - + - + - + - + - + + - + - 15 ft +37.8-41.0 +37.8-50.6 +36.8-40.0 +36.8-48.6 +36.1-39.3 +36.1-47.2 +35.5-38.7 +35.5-46.1 +35.1-38.3 +35.1-45.2 +34.7-37.9 +34.7-44.5 a �3�y. -3 T +3� 8 8 +33.8-37.0 +33.8-42.7 16 ft +38.3-41.6 +38.3-51.3 +37.3-40.5 +37.3-49.3 +36.6-39.8 +36.6-47.8 +36.0-39.3 +36.0-46.7 +35.6-38.8 +35.6-45.8 +35.2-38.4 +35.2 .J '+� 9 38.'1 (-+� -44.4 +34.3-37.6 +34.3-43.3 17 ft +38.8-42.1 +38.8-52.0 +37.8-41.1 +37.8-49.9 +37.1-40.3 +37.1-48.5 +36.5-39.8 +36.5-47.3 +36.0-39.3 +36.046.4 +35.6-38.9 +3 •45. ! .3- .°� 3 45.0 +34.7-38.0 +34.743.8 18 ft +39.3-42.6 +39.3-52.6 +38.2-41.6 +38.2-50.5 +37.5-40.8 +37.5-49.0 +36.9-40.3 +36.9-47.9 +36.5-39.8 +36.5-47.0 +36.1-39.4 +36.� ;�c +9v t- 9.1(1t?1 .7-45.5 +35.2-38.5 +35.2-44.4 20 ft +40.2-43.6 +40.2-53.8 +39.11-42.5 +39.1-51.7 +38.3-41.7 +38.3-50.1 +37.8-41.2 +37.8-49.0 +37.3-40.7 +37.3-48.0 +36.9-40.3 - �L 36.5-39 +36.5-46.5 +36.0-39.4 +36.0-45.4 22 ft +41.0-44.4 +41.0-54.9 +39.9-43.4 +39.9-52.7 +39.1-42.6 +39.11-51.2 +38.5-42.0 +38.5-50.0 +38.0-41.5 +38.0-49.0 +37.61-41.1 +37.6�Q .2 +37.3-40.7 +37.3-47.5 +36.7-40.2 +36.7-46.3 24 ft +41.7-45.3 +41.7-55.9 +40.6-44.2 +40.6-53.7 +39.8-43.4 +39.81-52.1 +39.2-42.8 +39.2-50.9 +38.7-42.3 +38.7-49.9 +38.3 41.9 +38.3-49.1 +38.0-41.5 +38.0-48.4 +37.41-40.9 +37.4-47.1 25 ft +42.1-45.7 +42.1-56.4 +41.0-44.5 +41.0-54.1 +40.2-43.8 +40.2-52.6 +39.61-43.1 +39.6-51.3 +39.1-42.6 +39.1-50.3 +38.7-42.2 +38.7-49.5 +38,31-41.9 +38.3-48.8 +37.741.3 +37.7-47.5 26 ft +42.4-46.0 +42.4-56.8 +41.3-44.9 +41.3-54.6 +40.5-44.1 +40.5-53.0 +39.9-43.5 +39.9-51.8 +39.4-43.0 +39.4-50.8 +39.0-42.6 +39.0-49.9 +38.6142.2 +38.6-49.2 +38.0-41.6 +38.0-47.9 28 ft +4 46.8 +43.1-57.7 +42.01-45.6 +42.0-55.4 +41.21-44.8 +41.2-53.8 +40.5-44.2 +40.5-52.6 +40.0-43.7 +40.0-51.6 +39.643.2 +39.6-50.7 +39.2-42.9 +39.2-49.9 42.2 +38.6-48.7 Tft +45.2 -47.4 +43.7-58.6 +42.646.3 +42.6-56.3 +41.8-45.5 +41.8-54.6 +41.1-44.8 +41.11-53.3 +40.6-44.3 +40.6-52.3 +40.2-43.9 +40.2-51.4 +39.81-43.5 +39.8-50.7 +39.2-42. +39.2-49.4 -48.1 +44.3-59.4 +43.246.9 +43.2-57.0 +42.3-46.1 +42.3-55.4 +41.7-45.4 +41.7-54.1 +41.21-44.9 +41.2-53.0 +40.7.-44.5 +40.7-52.1 +40.3-44.1 +40.3-51.4F+40.5 .5 +39.7-50.1 -48.7 +44.9-60.1 +43.747.5 +43.7-57.8 +42.9-46.7 +42.9-56.1 +42.246.0 +42.2-54.8 +41.7-45.5 +41.7-53.7 +41.2-45.1 +41.2-52.8 +40.9-44.7 +40.9-52.0 -44.0 +40.2-50.7 -49.0 +45.2-60.5 +44.047.8 +44.0-58.1 +43.1 47.0 +43.1-56.4 +42.5 46.3 +42.5-55.1 +42.0 45.8 +42.0-54.0 +41.5 45.3 +41.5-53.1 +41.1 44.9 +41.1-52.3 44.3 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+45.01-57.4 +44.3-48.5 +44.3-55.9 55 ft +49.7-53.9 +49.7-66.5 +48.4-52.6 +48.4-63.9 +47.4-51.7 +47.4-62.1 +46.7-50.9 +46.7-60.6 +46.1-50.3 +46.1-59.4 +45.6-49.9 +45.6-58.4 +45.2-49.4 +45.2-57.6 +44.5 48.7 +44.5-56.1 56 ft +49.9-54.1 1 +49.9-66.8 +48.6-52.8 +48.6-64.2 +47.6-51.9 +47.6-62.3 +46.9-51.1 +46.9-60.8 +46.3-50.5 +46.3-59.7 +45.8-50.0 +45.8 -587 +45.4-57.8 +44.7-18.9, +44.7-56.3 i 58 ft +50.2-54.5 +50.2-67.3 +48.9-53.2 +48.9-64.6 +48.0-52.2 +48.0-62.7 +47.3-51.5 +47.3-61.3 +46.7-50.9 +46.7-60.1 +46.2 +45.7-50.0 +45.7-58.2 +45.0-49.2. +45.0-56.8 60 ft +50.6-54.9 +50.6-67.8 +49.3-53.6 +49.3-65.1 +48.3-52.6 +48.3-63.2 47.6-51.9 7.6-61.7 + 7.0-51.3 + 7.0-60.5 +46.5 +46.0-58.6 +45.3- 9.6 +45.3 j -57.2 Lj) -Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to a a Valid only wit eng eer's LU •Tabulated design wind loads are based on ASCE 7-10 specifications for -Plus(+)&minus(-)signs signify pressures acting toward and away from the right,where the dimension"a"Is the minimum of 10%of the building's Osignature& ised eal components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less i i •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than T-O"or4%of the least horizontal dimension. Ione Z noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle -This specification Is valid only for use with structures NOT located in the 5 4 i 5 `f shall be verified bythe contractor&building official prior to construction. less than or equal to 10°.Round up to values shown upper one-half of an Isolated hill,ridge or escarpment. _ ec 13 2 C -This specification may be used In conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification Is valid for use with buildings of any Risk Category, Eave Height • LLI separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures that WDesign(ASD). roof slope 510°has been considered. represent a substantial hazard to human life In the event of failure. Mean Roof Ht Christian La g ey E V •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted in table(effective wind area)Is equal to the •Design Is based on structure classification as Enclosed Bldg Peak Height FL PE#67382 CA#31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. wai Fi cvnnora 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2019 Easy Seals rev 1219 Doc No.A1ULS.170C.