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HomeMy WebLinkAboutProduct Approval -.rte - • * 7 El WLtb - r?kFlt a? .t.Deefuipi 5 igamot SCIS Home I Log In 3 User Registration Hot Topics 1 Submit Surcharge I Stats&Facts ( Publications Contact Us SCIS Site Map Links ; Search ovala {--.' tdpr,.an ar<ry � Product Approval Meng>Product or Application Search>Application List>Application Detail FL# FL168121R3 � Application Type r`ma on Code Version - 2017 _ Application Status Approved • t Comments Archived c Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com • Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative • TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheller@pella.com Category Windowtsune......„„) Subcategory Single Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Terrence E.Lunn,PE ' 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard• Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008, AAMA/WDMA/CSA 101/I.S.2/A440-11 20111 Equivalence of Product Standards Certified By E 1 011 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No l.:N/A • I' I Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products F Model,Number or Name Description 16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window L' of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.06 .07.ndf Approved for u side :Yes Quality Assurance Contract Expiration Date Impact Resi ant:No 08/06/2021 Design Press e:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.odf ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.ndf Created by Independent Third Party:Yes 16812.2 I 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.08 .09.odf Approved for use outside HVHZ:Yes. Quality Assurance Contract Expiration Date Impact Resistant:No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.odf ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party:Yes 16812 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R�C CAC CCL 411_H-1462.14__.1,.12.0 Approved for use • • - .. Z:Yes . Quality Assurance Contract Expiration Date Impact Resist. :No 08/13/2021 Design Pressu e: +50/- Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.0f ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CO.411-H-1462.16 .17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FI_].6,872._.R3 II Drw10.glg67,pdf ASTM E1300;standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawin• 1867. df Created by Independent Third Party:Yes 16812.5 250 Series Single Hung Window 72 1/2"x 63"vinyl non-impact double window Limits of Uie Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.00 .O1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/14/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf ASTM E13001standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports 1 52 GENERAL. NOTES 1. ALL FASTENERS SHALL BE IN ACC;RDASCE WRIT THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO L_FOR MAX. FRAME WIDTH, SEE.__ I FOR MAX. FRAME WIDTH, SEE raw .�.c - ate . - -- RASE MATERIAL SHALL DE BYDND WALL ERTEN OR STUCCO. NOTE BELOW® 1RN . , NOTE BELOW "t! oy(SMIA 2. OPFJ8NG5,BUGLING&IPJCKINC.FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE WIN-IMPACT RATED PRODUCT tASTALLAT{ONS ARE IN ACCORDANCE WITH AND MEET THE --.--.---A ._..,,.,._.-.._.____.._...._..w._..,.._. _ ,> REQUIREMENTS OF THE FLORIDA BUILD=CODE(ABC). (� .-_____—.- ......Y...µ ,.. V_............._ .______�_ ,_. �..t�"...H}AX. N 4. AU.ANCHORS SECURING PRODUCT r?LLUES 10 PRESSURE TREATED SLICKS OR Wyly FRAIN,;SHALL I V ���',,,.j... _ • BE CAPABLE OF RESISTING CORROSION CALMED BY THE PRESSURE TREATING CHENCALS IN THE WOOD. �. j4 p I //... ! 4- Irl a 5. MATERIALS.MELODIES RUG NOT UNITED TO STEEL SERENE THAT CAME INTO CONTACT WITH OTHER / DISSADUR LATERALS SHALL MEET THE REOUIREMENTS OF FLORIDA BUILDING CODE C::APIER.20, •FIN FASTENER WITHIN Z"-""--"-^L•"- • S TO THE REST OF(IOR KNOWLEDGE.TTZ PRODUCE SHOWN HEREIN IS CERTIFIED&QUALITY ASSURED I • ¢ RY A FEDR.DA STATE APPROJED CCRTFICADON/CA ENTITY&SIW41 BE LABELED IN ACCORDANCE WITH THE • OF CORNERS & 4 1/2" i FRAME SCREWS WHERE SHOWN Y ERC MID THE FLORIDA DEPARTMENT OF BUSNE.SS k PROFESSIOAL REGULATION SPECIFICATIONS. MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR PRODUCT ASSEMBLY IS NOT PART OF TINS DRAWING AND SHALL BE IN ACCORDANCE WITH THE • REQUIRED DESIGN D REQUIREMENTS TABLE" ON THIS 9 g MANUFACTURER'S QUALEY ASSIIRANEE SPECIFICATIONS&TESTING REPORTS SHEETFOR REQ TABLE" ON 7. CBITIRC.ATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED WAD IF ANY of THE • PRESSURE IS OVER +/-35 s 101101100 APPLY:1)PRCOR.'CT IS INSTALLED WITHOUT A OUI GING PERM1f FROM THE APPLYABLE LOCAL ®® PST; 9" MAX. O.C. t'fHEN ®ta ,Ry (NOTE THAT WHEN JOB 11 r NMLDING DEPARTMENT. 2)PRODUCT Is%NSTALLFD BY METRE OTHER DIM A tAnNSED�;NNTRACTOR Q JOB REQUIRED DESIGN • to p REQUIRED DESIGN PRESSURE IS d EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAWS OCCURRED TO THE r M, OVER +/-35 A FRAME FILLER mowers CERTIFICATION ENTRY'S CERTIFICATE THAT CAUSE THESE TISTAMATIONs TO BE INDIRECT OR • PRESSURE IS +•/-35 PS, z MUST BE USED EH LLER F - INCONSISTENT MN WHAT HAS SEEN TESTED. LESS. SEE "FRALIE B. THE LEAST DESIGN PRESSURE SPECIFIED EITHERN TIH5 DRAWOR LESS.ING OR IN THE PRODUCTS CERTIFICATION ANCHOR REQUIREMENTS SCREW, SEE SHE�I 5 FOR SHALL CONTROL FOR THE INSTALLED PRODUCT, • LT.''M PART DETAIL) IL THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WAT'_R PROOFING or THE INSTALLED TABLE" ON THIS SHEET -2" L!) p I \ PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONIIIRIIITY SHALL BE THAT OF THE6" FOR REQUIREMENTS. // // MANUFA,^1liRT.R WOR INSTNiER, ... � E5 -.._....-.. Z 6 a � TROIA ATION LT TSN S BIL-SED ON APPUCARLE ANCHOR STANDARDS VERIOS MND/DR NFDRMAU@t k RESULTS ' •TVAL APPLICABLE WAS TEST REPORTS. THE r1DRDa OTHE HG CODE WERAT E EVER root DIE • CLUSTER TIN FASTENERS AT-')//:'..\''''-'-- 0 5,-,,,,:i v EVALUATION WAS Tru N FORCE AT THE me S THE a au+TION. Al THE(NEWT SF COOT VEMN MEETING RAIL E1JDS SUCH THAT p d a w "' CIW1US/UPDATES OR IN INC DIRT THAT NEW OR ADDITIONAL TESTING IS CCMPLTTED ON THE < [L RETERENCED PRODUCT,PRIOR TO STATEHG CODE CDUPDNICE WITH THE STATE,THE VAIOFACDFRER vita THERE ARE A TOTAL OF 5 CONFIRM HMI DIE O1OTALIATCN EVALUATION ENCNEER OF RECORD RAT THE INSMEUDOSS SPEC'FED POSITIONED AS SHOWN. SEE I HERE-TI ARE CURRENT WITH THE THEN CIOTWOTIT 1151NG,CODE AND APF410ARIC STNtDATOM. Z ; • "FRAME ANCHOR REQUIREMENTS 1 • O / TABLE" ON THIS SHEET FOR I 17 d Z tt FRAME ANCHOR REQUIREMENTS TABLE I z _ I REQUIREMENTS. i • OPENING TYPE . FRAME/CUP/NAIL FIN TO !MINIMUM MINIMUM I Y. II,. ,.:a (SUBSTRATE) OPENING FASTENER TYPE •I EMBED EDGE DIST. 0 / + - (1) TRIODE SCREWS _.— I.A.K.-2X4 WOOD FRAME OR BUCK I .... - ..._....- ^�..":...E Z Ls (MIN. GR: 3&G=0.55) 1 NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4` ._.._.. -_ ___._. 5 MIN, 18 GA.33 KS1 METAL STUD INO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" - 5 -MIN. 1/8"'THx_ADS STEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL ._1/2, EXTERIOR ELEVATION', EXTERIOR ELEVATION: a�E" " , T5 VIM. NO. 10 CR. 5 SELF TAP/DRILL SCREW FULL 112' SINGLE WINDOW SINGLE WINDOW S LI IS saw_ _ ut 6M-' :: x SIN.C-90 CMU 0 „„,_`: ... ' "� "CONCRETE SOREW - - `1 1/4- ... • SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1.-D* w cc Et.`,i (i) INSTALLATION CLIP SCREW.. �__._.__ (NATE FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) N z=3 ._..._"M(N. 2X4 WOOD FRAME OR BUCK - .WP§T N0. 10 SMS SCREW 1/2" • -_._-_._...„..__ _-.__ B0 o (MIN. GR. 3 &(',=0.55) __.......__ {{ SIDE JAMB =N �`a�z<9a MIN. 18 GA. 33 KSI METAL STUD I NO. IC GR.5 SELF TAP/DRILL SCREW 1/2”~_ NOTE: FOR MAX. SINGLE ANCHOR = S ic6i' MIN. 1/8"THIS A.35 STEEL fffNC. 10 GR. 5 SILO TA?/OTOIU SCREW FULL_ i/z" • AWINDOW ND ALLOWABE LE E DESIGNIONS SPACING TABLE `��Q% A 833A, 0,�a x 41 MIN. 1/8"THx 6053-75 ALUM. NO. 10 GR.S SELF TAP/DRILL SCREW FULL 1/2" N MAXIMUM MAXIMUM % `""""""'".' �r zs00 P51 CONCRETE- _(_)-�(a'STENCONCRETE SCREW 1 1/a z'. PRESSURE, SEE APPLICABLE L" ti+ .4.Go �'� 'O% W -- ---- -- -(3)NAILING FIN FASTENERS-- — -- -- - FLORIDA APPROVAL Rod ACIN �- o,...4. o;Q' WIDTH SPACING x� LITH. 2.1(.47.7100D INCRFRAME 011 BUCK NO. 8 SMS SCREW •1 3/8• 1/2" (TN.) (IN.) _ i %.IL 't .iO .SA U (tdlN. CR, 3&G=n.55) ........... ......„......................._............. r� 54 12 f.SIN.2X4 WOOD FRAME OR BUCK _ T.T V1 a ,Al :" z (MIN. GR. 3 L•G0.55) 11 GA ROOFING NA3L. } S/8" 1/'l" 4,y. , » tm I' MIN. 1/8"THIS A36 STEEL. INn. B GR. S SELF TAP/ORL.L 5C?EW FULL 1/2" -„..-•--.-__,...._..._._._._.„................._._....._............._..._ ____._..........._............._36 IT_.._._ .........~QQ+Q �.T. 48 i� IN - - S ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE JJ IiL •�% MIN. 1/8`THF 8C63-75 ALUM, _I_h0. 8 GR. 5 SDLP;IF/DRILL SCREW FULL 1J2" ALL ALTJSNATE ANCHORS IN'THEIR SPECIFiEC) J4 fr {t�% I N m€ - GHEX HEAD SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE lull 'O•� (I)FRAME AND IN51i'ILiAT:ON CLIP SCRE155 SHALL RE A PAN OR HEAD SCREW. • (2)CONCRETE SCREWS SHALL BE.ELCO ULTRACONS (CS.). ELCO CRETE-FLEX (5.5.), (TW WITH THEIR APPLICABLE STANDARD(S)RID ARE.FOUND I1t1SC 511151/15 Age.APPLICABLE 01.10 II tnE PSOSUct DRAWING SQ. NEV.`� C.S.OR S.`'. OR HITT KAYIK--CON F.(^,5 OR 5.5. TO BE EOUr✓A-ENT TO OR STRONGER THAN TILE snows,. 51.51 MAY AUG RC USED FOR TILE AS:E.M115 1867 A RHEN S REtl NERD'FUSED N:i( ..) • }• ANCHOR(S) 050) N TESTING WITH THIS PRODUCT. A ra^f;R'l II)MI AND/OR P` AoT l•R ROY (3)WHEN SCREWS ARE USED WITH THE NAIL FTN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD () TREY OE SNLn No. SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. _....._...._...._....__.__........_............._ Or ANT SCESAST Mar PROD555( ED SY 155 MANUFAC,URER . .r. STATED ON 11.1(2 1S2,,"Jir.' I OF__ • ----,—...- okam ft pgun ft • yr Sill, Ii*.S. Ka: C/CII: 1.1 WW1. - 48" MAX. FRAME WIDTH-- --. 0 rl a 1 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BX-SIDE WINDOW ' SIZE/PRESSURE TABLE ON THIS SHEETICJ../// A 17/ N. // . ----C L U ST E R FIN FASTENER 1.S. .04,_ ' -.2" AI ) i SCREWS AT MULLION ENDS . '-•-•. -:-.• . ...,..,......,.........,.......„. .A. . . . .... . . . • / . THAT THERE ARE A p __-...... I......... ,..... ...____ . ..... _______ ....,. ....._,.....21 I-2" TOTAL OF 3 POSTPONED AS • .................... ......1 - -Ts]. SAI;IOWN, SEE .ERAte: il • 0 I I / -----;;;;;211 0 -- ,..1 1 • . ., ......-. ....... ANCHOR REQUIREMENTS TABLE"ON SHEET 1 FOR • i 1 CLUSTER FIN FASTENER SCREWS AT MULLION • t- . /7> • SCREW REQUIREMENTS. ,.,., ..c ,t , • ENDS SUCH THAT THERE ARE A TOTAL OF 3 . (NOTE THAT ROOFING NAILS 1LCr, • • ARE NOT APPLICABLE Al MULLION END CLUSTERS) POSMONED AS SHOWN. SEE "FRAME ANCHOR -,c 03 I REQUIREMENTS TABLE" UN SHEET 1 FOR • e...1 . MU . • SCREW REQUIREMENTS. (NOTE THAT ROOFING •t'S .1 N, IIIIV ""•••• NAILS ARE NOT APPLICABLE AT MULLION END • • • CLUSTER FIN FASTENERSAT' MEETING RAIL ENDS z ia T-11-1 CLUSTERS)01 1 ,1 017-,0 0 . . 0 1 11 ./.../../ .._„,s:LI-2" .....11, . 1,,,, I SUCH THAT THERE ARE. A 17 ' I__ 04 1 • „ TOTAL OF 5 POSITIONED AS 2 - 1 9-z _ - ..___=_-:-___=.„_,. •\•,__ ;.-.' . 0' : • SHOWN. SEE FRAME ,....§7 0 ; /// ' 1 tr0 ili LI 0 / ' '',... - ANCHOR REQUIREMENTS 0 ZP 8 8 // . FIN FASTENER WITHIN 2" OF CORNERS & CLUSTER FIN FASTENERS AT i • >5 <, ... 0•-•::..--1 . ., TABLE" ON SHEET 1 FOR EEBNG RAIL ENOS SUCH THAT : 7 • REQUIREMENTS. 4 1/2" MAX. Q.C.0CWHEN JOB REQUIRED DESIGN ct... PRESSURE IS OVER.+/-35 PSF; 9" MAX. O.C. . THERE ARE A TOTAL OF 5 • sEE • 0,, . m• WHEN JOB REQUIRED DESIGN PRESSURE IS +/ POSITIONED AS SI OWN. . I t 1 . FIN FASTENER WITHIN r LA FRAME ANCHOR REQUIREMENTS • . ra • PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS OF CORNERS & TABLE" ON SHEET 1 FOR I ' z f •.. , • TABLE" ON SHEET 1 FOR REQUIRE.MENTS. I 9" MAX. O.C. SEE "FRAME 0 .1. li ///' li ---1 1,--- .0 RETIREMENTS. Alk ,„,. 1 / ., ler „/ 1 . i • * • ANCHOR RFQLMEPDS TABLE" ON SHEET I FOR = • 1 -.7-,,„F.,--,,,--...--,,,,..-, •-• •••---- ---=-,••4.,:e:.:::,..,;.,,..,-,,,,g,„•,4=Az..-e.......:....-t7-:_=_!... -----.k .1 0 0 . • REQUIREMENTS, -I 17, zco EXTERIOR ELEVATION., ,... F.,.....4 -4 SIDE—BY— IDE WINDOW •,' CD .9e' SCALE: 3/4" = 1-011 XTERIOR ELEVATION;.. 6•4 -7 i (NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = 1-0" '1 w 0 • 0 •tz'611i ALLOWABLE SIDE—BY—SIDE (NAIL FIN MOUNT CONDITION) WINDOW SIZE/PRESSURE • TABLE • ALLOWABLE DESIGN PRESSURE 1 MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) A%%%11i111100 _ _ OVERALL FR.AME PRESSURE ' --/-35 PSF" s "stk -1(10,0:. w FRAME HEIGHT (./- PSF) - -..J - - - --•• 4...•••••••.,44, ‘..-" - --**V-1-----':- ----------- WIDTH DIMENSION DIMENSION (IN.) **C)go c") 8 A ::..,. vz: (IN.) .co *, ......-- 0...3 amt6 t)4 ro. •111.1 -1( Eel<7t1", • o'±' TRIPLE WINDOW = 'i9, , g oi z:•;-;• 109 MEN 35 ":.0-%sI• Z ,, 0 "*. ..0../.;j4. t• DOUBLE WINDOW 6 I •If, ,4,"........•-• 96 I 72 1 35 I le,51. *PS°...•% Inriltitil..- i>Pawtr4,;WI 1.1.4.. • / /2 I 65 1/2 I.„ 50 1867 A S.:-TET NO. 2 Cr 5 .. ..._......... _ • • • VARY RC cleem im IOW. arcs. PLOY: Cavi:: 1.1t1 WWII FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW - " SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH------I g - INDIVIDUAL WINDOW WIDTH INDNIDUAL WINDOW WIDTH ---INDIVIDUAL WINDOW WIDTH--13 1 4" t 1 13 1/4C' jI/ .—.. #! — d' MAX.tt'T-tf MAX. O.C. -- v v V V v - V VV v v V V 3" 1'1 3 4 �tf -I- i`f '-------- I f 1 I I 3 ... • d 3. FRAME SCREWS WHERE SHOWN AT HEAD & 3.1,4.:._....., ,`` `! 4 • _ I SIDES. SEE "FRAME ANCHOR REQUIREMENTS -�r-'_---• 0 Id �- 6 = TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE ! cza �D THAT WHEN JOB REQUIRED DESIGN PRESSURE d FRAME SCREWS WHERE SHOWN I Lou" IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR 10 i., �!a. L _ USED AT EACH FRAME SCREW, SEE SHEET 5 * REQUIREMENTS TABLE" ON SHEET ,`u WI FOR PART DETAIL)---- 1 FOR REQUIREMENTS. I g z v - F �" 6" , 2 oz¢, rya ► I 6" I 1)1 � ,1 ( d01.1� li INSTALLATION CUPS WHERE SHOWN AT SILL. d M 1 1 I[ 'Z z ri # SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON I z 6 t "! SHEET 1 POR REQUIREMENTS. i e I c / / i ®7 b # j ..* �� - 4 ......... .. ....._............. -..._...- ter. ..- S MAX / n If u1 u uu �C Iy JIu �Iu �Iuuly a u1DI _ _ _. 4 z oa i i MAX 0.C. 14 4447/q 4"I MAX 0.C. 14^I 414-44 4'I MAX. O.C. I - -_ _. _ _ _ -0" MAX 4" MAX. KW:-.cr.--.--,,::� _ �------__... _.....__ rn z m -- EXTERIOR ELEVATION; EXTERIOR ELEVATION: z z,¢.„axri SIDE-BY-SIDE WINDOW — SINGLE WINDOW WITH TRANSOM w 5a-..4 ,7 a SCALE: 3/4" = 1'-0" SIDE JAMB SCALE: 3/4" _ )'-O" it $ (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) �z.a ----"-'-'--- SPACING TABLE .,`" ?g= '4 ALLOWABLE SIDE-BY-SIDE MAXi�UM MAXIMUM IALLOWABLE DESIGN PRESSURE? • -8 gf^z$�,t WINDOW SIZE/PRESSURE INDIVIDUAL 0.0 I (TRANSOM UNITS ONLY) • O • TABLE WINDOW SPACINGN.) 1 +/--35 PSF `,�„„ .k.�h,, - .was MAXIMUM MAXIMUM ALLOWABLE I IN' ` * �� /i OVERALL FRAME PRESSURE (IN.) ``�QfC” «.•.�.."V fN,' FRAME HEIGHT -(+/- PSF) - -48- - 13 - . - - - - $4*!r7e Lc 'm- 1 WIDTH DIMENSION 36 ( 17 rQ p DIMENSION (IN.) - -y"W 4* ¢i 4 j v. ¢ Oi.BCS I i, (+N.) -..: 1,0.) N Qom:Q - . TRIPLE WINDOW - `,b` z "ff�y `� •d 109 DOUBLE WINDOW3G , ..r°s"6" rri PRQ `• 1 I 96 72 ss { I 72 65 1/2 .._____5Q_____J 1867 A SHEET NO. 3 of 5 ----- - --- ---- ?Mr. AA ..as FIN FASTENER PER FRAME SCREW PER— ',GI: � \ wtml+• SEALANT BY OTHERS ELEVATION SUBSTRATE BY SUBSTRATE BY ELEVATION \ SUBSTRATE BY .r SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER FRAME ANGOR BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION 'FRAME ANCHOR BEHIND FRAME FLANGE Q .•, .„ NT REQUIREMENTS ENTS TABLE" A_Nfs m REQUIREMENTS ,.. •.�, RtQUIREM �.. ' REQUIRE! TABLE" jr' TABLE" * 1- /P� _ 11 T • :1 f. 1 I SHIM 174" MAX. SHIM 1X. _ 1 4" MAX. S M i j 1 4" M, / ' / • AT EACH ANCHOR •II 11111h. AT EACH ANCHOP. � I.','",'•.1:.;1.- SPACE n. 3'':L Ar itl•'U - -E.:^"'_].--"fie 71D Q SEALANT BY r7 lol.....,...r..(TC SEALANT BY .. SEAIANi' BY = r x OTHERS OTHERS ; T� OTHERS I1 �y I 1 �� t.:._, EXTERIOR I (P.. ; CT - i1 SFJL SPACE WITH SEAL SPACE WITH a �E7(TT RiOR - I SEAL SPACE WITH 4.�.I♦ L LOW EXPANSION A �.� MI - LOW EXPANSION `.-' LOW EXPANSION 7 FOAM AROUND 0 FOAM AROUND 6\- ‘..L., FOAM AROUND La EXTERIOR 1 PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER a R OF .- ' WINDOW FRAME - ` WINDOW FRAME r - ' DOW F - IC z SECTION m I SECTION A2 1 ALTERNATE SECTION 0 . . 0 o e SCALE: 3/4 FULL Q X SCALE: 3/4 FULL \4� SCALE: 1/2 FULL • \ av'n jW FRAME SCREW MOUNT CONDITION FRAME SCREW MOUNT CONDITION WITH FLANGErr� �(NAIL Flty MOUNT} W ( } ( ;2: 3;:�F[XTERIOR _ _ I` 6. a[EXTERIOR1 SEAL SPACE WITH MI �€r�' (- SEAL SPACE WITH z 5 LOW EXPANSION ""r �/ LOW EXPANSION it f1 K FOAM AROUND r-, SHIM AS REQ•D TO r FORT AROUND x ? t PERIM7ER OF I PERIMETER OF = ti j SUPPORT & ALIGN ! I WINDOW FRAME • ` WINDOW FRAME . j ,L WINDOW La § - �-- - l BE To v SEALANT BY-., •••••••1:773.9r-- ;TV= SEALANT (3Y-.�-R..: ae;0 � INST CLITION OTTTER5 OTHERS Ot,II . .•4s� rz IiI6--� /`'' , `. 1/4"MAX.•� �: � ;..:;,..- ' i77 i S �$rin ~ a L 1/4" MAX. SPACE a...:•, MAX. 3/76" SHIM SPACE E 6,' . : D T �>'•i-: ;,�;.::,... SHIM `�' REQ't a ^'t '.. THICK X 3" u 2 SUPPORT &.ALIGN " I LONG SHlht „o -,•ii ',.-' ': `.'. •., �: :':;:..,".�'..:::: . ''`. ..`:.:.T:-: AT EACH CLIP cN "iIz m SEALANT BY OTHERS -SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER n $, a BEHIND RAL FIN OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS 1y�����i x po 'FIN FASTENER PER zEQUIR ANCHOR REQUIREMENTS TABLE" 'TABLE" (2 PER CUP). `��\��� jEa�o,/��r A B .4 REQUIREMENTS ELEVATIONB2 �� /t7 TABLE" SECTION --- - SECTION. --/sT1 ScAIi: 3 FULL-L./ ~~�?Q o•� SCALE: 3/4 FULL -_.� j 0, co v a� .. RR —1, J (INSTALLATION CLIP MOUNT CONDITION) -co z * w ri:a: •j co -., (NAIL FIN MOUNT) - hu a o•x: 4 _ " / 9•y%; z /co. IP S• -04,,N.......•.•a4,," , 1�, _ 1 61867 NA #A SHEET NO. 4 or 5 "CH..,V, GHI.G.KED Ht. I/4* MAX. SHIM HEIGHT E SPACE FRAm — ,1-01, 01.11-1 FRAME WIDTH— AT EACH ANCHOR 1/4MAX. -' MAY.. SHIM FRAME HEIGHT— ., . ... AT EACH ANCHOR 1 - -.'•', _ '.... •----SEAL SPACE IMTH '' ..I -.. SEAL.SPACE WITH W •.•. SUBSTRATE BY-,. \ s,...„4„.k.:' _ SUBSTRATE BY ••. LOW EXPANSION SUBSTRATE. By-'.*. "--... LOW EXPANSION OTHERS PER ..., SEAL SPACE WMT OTHERS PER •• 0- F ALT AROUND OTHERS PER .';• FOAM AROUND "FRAME ANCHOR :I ,. 1 LOW EXPANSION *RAW' ANCHOR :.. :'ori r—in PERIMETEP OF "FRAmE ANCHOR ,,, T-e-lir-t-7---1, PERIMETER OF REQUIREMENTS '...: ' , FOAM AROUND „. REQUIREMENTS .. T. . ' WINDOW FRAME REQUIREMENTS '.; Ftrl 11144 WNITOW FRAME TABLE* PERIMETER OF TABLE" ''*:: TABLE" ii till4 . wIN.DoW FRAmE IP 0 %,;.1111A Ikv +++121 0 FIN FASTENER I .., A Li FRAME FILLER ' M".. ci FRAME Fl ER LL .... hk PER ELEVATION N FRAME SCREW- ''. _ 6 FRAME SCREW ..• II II 4 PER ELEVATION .T.: r - PER ELEVATION :•:.•. p.-,,,,,, . ._ ,j OM SEALANT BY-----", ...--- -"- .16 13r-r--3.,. 1M ... _ SEALANT BY- ---- - t--- 0114EF:S g , BEHIND NAL • • , .....--... Pjrilf„) •- •:••-•• -.. •-• . '‘,...1 i OTHERS BEHIND '. .`•,,,,..„•:.;,•.---7‘7,- '- • FIN c.- 1 ' •.•-,,,:•'..,-,•'.'•: FRAME FLANGE -SEALANT BY :--.•••'..4.....',..- .: ':',:,'''•:'''''' SEALANT BY ::-.1,,,I.,..t.C ;;'• • ;:'7:7' SEALANT BY ,. . °T455 LE..X1ERIOR] 00 ,....•..•:,,-,...'•.,..i,,,. OTHERS EXTERIOR :: ''`.'"•'''.,''''.z,•••.: :• :', -•, -.`T ••••..i.-.•,••'•'.:::•';`;••••••s*: OTHERS I ExTERIORJ z c"Liap SECTION SECTION ....._ . mEsIp SCALE: 3/4 FULL 0 SCALE: 3/4 FULL 0 ALTERNATE SECTION 0,72-, •-‹- ..,..c, (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL ‘‘......./ (FR., SCREW MOUNT c •!•;, , 'I-I FLANGE) 0 < 1 a o. u....-- m 0- • • , 1 0.375-- h CONTINUOUS WOOD MEMBER LESS 0.604 H - ______„.i___ --I 1,020 - IN THICKNESS THAN A 2X_ BUCK A., 0.500 ., TO BE MIN, 3 1/2" DEEP (N01" t. su9STRATE By OTHERS 'tt)' I Lfr..-A,..,,.,41 REOuIRED WHEN SI-41M SPACE IS :: PER "FR AmE ANCHOR. = r-2 wilHim ALLOwABLE DIMENSIONS . REQUIREMENtS TABLE 604- 2.4E15 LENGTH ,.- 3.000" Ld SHOKN IN SECTIONS).-\ 0. -I I- 3.000 °FRAME FILLER _i o.sso ilt___LL (RIGID pVC) 0 _ (NOTE THAT WHEN z op E ..__L JOB REQUIRED LZ-I6t4 — ..) _----- 1 0.059- 0,059 J 0.50C DESIGN PRESSURE SEALANT BY olly1Til WHIM 01.._ i 5 2._.,''4' otHERs me , °FRAME FLANQE BINE_ELAtiQE , IS OVER 4 A 6 4 - -1 (RIGO (0 pvc) (RIGID PVC) FRAME FILLER 5ER MUST 44. F 0.080 BE USED AT EACH FRAME SCREW) D5 ak- ,,z N I EXTERiOR I ("'• Fil _ L..), . FRAME SCREW PER 0.293-I -.101-1---,--1- T v' 15:25'.' • ''S 0,,? •R„,6 4 ELEVATION A "FRAME ®INSTALLATION CLIP z x. FRAME FUER ANCHOR RECLIIREMENTS (RIGID PVC) ' TABLE" .0.."....".•-..401.' ' OPTIONAL DIRECT MOUNT DETAIL .‘.. • • .4-t- z.`-2....fo 19, u.4.•....0,s TO SUBSTRATE WITH SPACER • . . . ;: ht -34' gs• -;•`'',-—,ei _ (HEAD SECI1ON SHOWN; SIDES ARE INSTALLED THE SAME) 'CS! 14 it3 ,i.4,C (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) ri....• ...1 - ."ea. _ E4 1.11f,% Z co.,•••-t (FOR DETL,ANOT SHOWN, SEE OTHER SECTIONS) ., 'itiro it tto- \ IHIANIIVI 1..0. Ile, 1867 A SHUT M. 5 or 5 • o 3 GENERAL NOTES T. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FQR MAX. FRAME WIDTH, SEE__ FOR MAX. FRAME WIDTH. SEE-_,__,�, w�* R"* RASE MATERIAL SHALL BE MOND WALL FINISH OR STUCCO. NOTE BELOW '1 • NOTE BELOW ,MIA m!v_•h• -- 2. OPENINGS,BUCKING k B CASH FASiF.NERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER A I ' - WIND LOADS TO THE STRUCTURE. 4 ( R 3. THESE NON-IMPACT RATED PROTOCT INSTAUAT?ONS ARE IN ACCORDANCE WITH AND MEET THE ----- -----f .",.,...._.__......,._W.__._..._. TA REQUIREMENTS OF THE FLORIDA BUILDING COOS(CBC). -''-'-• „! .___.._ ...._.-....._..-."..........._..................... { c F. ALL ANCHORS SFDURWG maw FRAMES TO PRESSURE TREATED EWERS OR WOOD FRAAtiNF.SHALL i p��.•/ ! /�-4" •�. � HE CAPABLE OF RESIDING CORROSION CALS£D BY.THE.PRESSURE IREATING CHEMICALS IN THE WOOD. // I�j/ R 5. MATERIALS,INCLUDING SLY NOT CANTED TO STEW.TESTATE THAT FAME 5510 CONTACT WITH 01)155 • ;/� /! DISSATILAR MATERIALS SHALL.MEET THE R„OIJIREMEJTS OF FLORIDA BUILDIJa COPE CHAPTER 20, I•• • I 5. TO THE @EST OF OUR KNO�YT505E,THE PRODUCT'SHOWN HERON IS CERTIFIED 4 OUAURY ASSJREO FIN FASTENER WITHIN 2"-------- En A ROMA STATE APPROVED CORTFICAIION/CA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 1/2." FRAME SCREWS INHERE SHOWNJ PBC AND'DIE;lama..DEPARTMENT OF BUSINESS k PROFESS'OPNL REGULATION SPECIFICATIONS. MAX. O.C. WHEN JOB / Di AT SIDES. SEE "FRAME ANCHOR Q-"7 c p PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE REQUIRED DESIGN REQUIREMENTS TABLE° ON THIS MANUFACTURER'S QUAIJTT ASSURANCE SPECIFICATIONS St TESTING REPORTS, SHEETEI FOR REQUIREMENTS.ABL 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED Mao F ANY OF THE • PRESSURE IS OVER +/-35 0 ! 3 COLLO N'S'APPLY:1)PRI:CMT IS L'YSTALLED WITHOUT A SAILORS PERMIT FROM TRE APPLICABLE LOCAL PSI• 9" FMX. O.G. WFIEN C ® (NOTE THAT WHEN JOB I BUILDING DEPARTMENT, 2)PRODUCT IS INSTALLED BY AN!QNE OTHER DNN A OCCLUDED CONTRACTORImp JOB REQUIRED DESIGN • ai `y REQUIRED DESIGN PRESSURE IS EXPERIENCED VDT INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE I ,,A p OVER +/-35 A FRAME FiLi..ER• PRODucrs CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT CR PRESSURE IS +/-35 Psi z MUST BE USED AT EACH FRAME MJCONSSTENT WITH WHAT NAS SEEN TESTED. • S. THE LEAST DESIGN PRESSURE SPECIFIED EITHER Al THAT DRAWING OR IN tT PRODUCT;CERTIFICATION LESS. SEE "FRAME ASON ANCHOR REQUIREMENTS Li SCREW. SEE SHEET 5 FOR SHALL CONTROL FOR THE INSTALLED PRODUCT. PART DETAIL) 9.THESE DRAWIW CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING GF THE INSTALLED TABLE" ON THIS SHEET / •,V .2" TA) C /� d t - PRODUCT IS NOT PART OF T160 TUSTAUAT10N CERTIFICATION. THAT RESPON^SIRAITY SHAD.BE.THAT CF THE FOR REQUI4EMEN7S. ` — 6" MANUFACTURER WOR INSTALLER. _. ' a. Q Z CCG-,, rMAL1AT.CN EMF:.LUDON S RASED ON APPUCURLU ANCHOR STANDARDS ARDOR R:FORT:ATY➢!H RFS'JLTS ' 1 [• 3 J TRIMAPPIJCADLE TEST REPORTS. THE FLOWM RUL,"UNG CODE MDLSON CDr4D3TED VIII DT CLUSTER FIN FASTENERS AT a �5 r EVALUATION WAS TINT IN FARCE AT THE.TIME 0:DIE EVALUATION. IN THE EVENT OF COOT 1EA•il51 MEETING RAIL ENDJ SUCH THAT D Q a IAJJ O tL'A CHANGES/UPDATES OR W THE F.V511 1)115 AEW OR ADCRIONAL TES=IS COMPLETED 0111 THE R. REFERENCED PRODUCT.PROS 10:CAW:CODE COIATUHICE BUTEN THE STATE,THE wuuUFACTIRtFR SHALT. THERE ARE A TOTAL OF 5 CONFIRM ISDN TE PNSTI IATON EVALUATOR ENCINEE.R CF RECORD TEAT Dz I•STALLATRN°5 S'EC.YTAO i • POStT)ONED AS SHOWN. SEE I ' ' I`- H RE-N ARE UMW(BURN IllS BURTHEN CEWEIII'T TF51515,CODE AND APFIKAILE SWARMz --- J "FRAME ANCHOR REQUIREMENTS C d z z ri--, FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON 'MIS SHEET FOR iii REQUIREMENTS. • OP_NB"TYPE . FRAME/CLIP/NAIL FIN TU f MINNUM MINIMUM I o u (SUBSTRATE) OPENING FASTENER TYPE i EMBED EDGE DIST. 0 01 / f 0 j IS 1. (i) FRAME SCREWS -- - MAIN. 2X4 W000 FRAME OR SNICK + i —_ _ ."--.-.Tom_ -- ., ,., _ CD I NO. TO SMS OR WOOD SCREW 11 1/4" 3/4" G.____.�.__.__._.. ------•__._._ ...... . 111 ._. z Leo (MIN. GR: 3&G=6.55) .j.._.___ .___ _._.."....._.. d w zoo re`O MIN, 18 GA 33 KSI ML7Al.ST')D NO. 10 GR. S SELF 7AP/DRILL SCREW FULL 1j2 "' MIN. 1/B"'IPTK Asa STEEL NO. TO GR.5 SELF TA/DRILL SCREW FULL 1/2" EXTERIOR ELEVATION; EXTERIOR ELEVATION; Z6 "; . CAIN Yt FuLL TIS" SINGLE WINDOW SINGLE WINDOW 6a 1-1,... v s SIN C S0 CMU OR 2500 PSI CONCRETE tx) t/4"CONCRETE SCREW 1 1/4 SCALE: 3/4" = 1'-0" Sc,.v_E: 3/4" - 1'-0" 22 c §g �, _ Ti -__ ,. �• I .____..__._._ (NAIL FIN NOUN'(" CONDITION) (FRAME SCREW MOUNT CONDITION) y �F�Y�� MIN. 2X4 WOOD FRAME OR BUCK (MN, GR, 3&G.0.55) NO. 10 EMS SCREW 1 I/4• 1/2" ..___._._..__..-..�....._.._._.__. • 'JQ ?- Vi SIDE JAMB ''=N �'�z a;A MIN. 18 FIA 33 KSI METAL su0 ANO. 1G GR. 5 SELF TAP/DRILL SCREW FULL 1/z• NOTE: FOR MAX, SINGLE ANCHOR i' � z .. MIN. 1/8"THK ASG STEEL tINO. 1C GR-5 SELF TAP/DRILL.SCREW Fuia_ 1/2" WINDOW FRAME DIMENSIONS SPACING TABLE • `���Q�*BEEN%! 4 '� - MIN. 1J8'TrFK 6063-15 ALUM. )i:0. 16 GR.5 SEL.FyTAP/DR!Ll SCREW FULL 1/2" AND ALLOWABLE DESIGN — 2500 PSI CONCRETE (x) 1/k"CONCRcETE SCREW ,1 T/4' 2" MAG)?U'«! MAXIMUM ��!��,,•• •'+. "i w - - ------- (3)NAILING FASTENERS - _ - - PRESSURE,.SEE APPLICABLE FRAME O.C. �rAT' —$so d -.O FLORIDA APPROVAL WIDTH SPACING Z-:lU ) -_.._ -- - . MIN. 254-WOOD R FRAME OR BOL') / / ON.) (IN)^ .�L a O;.:-• .N (MIN. GR. 3&G=D.55) N0.8 SMS SCI2E'W i t 3 8' 1 2" ^Evn,� p '�'• —__.. IL 12 ��tui p .? Ng MIN.2X4 WOOS FRAME OR BUCK II GA. ROOFING NAIL. 1 3/8" 1/2" .. i!"...,71'..)v-% ' aZ ,•4 I tx (MIN. GR.3&G.=O.55) , 1 I .551,)1 MN. tJ8"THAI A36 STEEL. NU. D GR.S SELF TAPJDRILL SCREW FULL 7/2 I ', .,...._..—.._...-._.._..__.-.._......t fi�j�dd••• ~Q��� N:,:1 ..., :AIN.' 0.:.. :J,RI •{• I� bM... Q `` `&'. F v�._.....�. MM, 1J3'THK 6DE3-75 ALJPd. [PRO. B GR. 5 SELF .APjDRIL1 SUREW PULL T/2"� ALL ALTERNATE ANCHORS IN THEIR SPECIFIiED Iii.36 17 �.'_ (I)FRAME AND INSTALLATION CLIP SCREWS SHALL DE A PAN OR HEX HEAD SCREW, SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE (2)CONCRETE SEWERS SIWALL BE ELCO ULTRACONS (CS.), ELCO CRETE-FLEX (SS.). 11W WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND 'vtsE DRAWIT.05 ARE APPLICABLE OW TO THE PRODUCT IIAAWIN NU. EA. RAMSET/IED HEAD TAPCONS(C,S, OR 5.5.)OR HILT? KWIK-CON II(CS OR 5.5), TO BE EOUFAALENT TO OR STRONGER THAN THE SPElifiED.nit,MAY AOT DE USCI FOR THE A.'$SEMRIY ANCHOR(S) USED N TESTING WITH THIS PRODUCT. THEY USED MIT TT AN(TIDIER PRODUCT PDR ANY Sal 867 A (3)WHEN SCREWS ARE USED WITH THE NAIL FUR.THEY MUST DEA PAN HEAD OR WAFFLE HEAD THEY OF 1101 FUR Por A-A LS 5'" LOGIA T1OR ACA EES NO. ..... _._...................__._........_........... IX ANY PRLYYJCi NOT PIT$.$, EO D'!TIE NN.NUPACSI:RCR SCREW OR HAVE A FIAT WASHER Al THE SCREW HEAD. ,—. STATED ON THESE ORATWGS. ) OF _... MAXCOWAN lin P4r.1.2 er. flit Pier•a 0.34.4„,. 48" MAX. FRAME WIDTH - - 0 FOR MN!, OVERALL FRAME WIDTH. SEE SIDE-BY-SIDE WINDOW e__ • s—'. ___�_�.__.-._. SIZE PRESSURE TABLE ON THIS SHEET J j ---CL.USTFR FIN FASTENER q „04- 2' f 2" SCREWS Al MULLION ENDS yJ �/ THAT THERE ARE A I %/ • •^ TOTAL OF 3 POSITIONED AS o i ` • SHOWN. SEE 'FRAME I I I ( _—_— ---_.__---— 4 ANCHOR REQUIREMENTS - a R • ls 1 • —' I TABLE" ON SHEET 1 FOR I • F j •u SCREW REQUIREMENTS. •CLUSTER FIN F'A511 FASTENER SCREWS AT MULLION r (NOTE TRE ROOFING NAILS a + ENDS SUCH THAT THERE ARE A TOTAL OF 3 w ARE NOT APPLICABLE AT w I POSITIONED AS SHOWN. SEE 'FRAME ANCHOR x MULLION END CLUSTERS) tg.1 L^ • I REQUIREMENTS TABLE" ON SHEET 1 FOR 1 i j SCREW REQUIREMENTS. (NOTE THAT ROOFING CLUSTER FIN FASTENERS ,C x ® • t V NAILS ARE NOT APPLICABLE AT MULLION END u- AT MEETING RAIL ENDS ao C Q CD eV,,,I / CLUSTERS) / / 2" • I•ct I SUCH THAT THERE AREA 3 • Iii N a _� n /� / } / y TOTAL OF 5 POSITIONED AS o o ,� w • _._ _--`— - _..._ - ..--='-.- "- > // 2 SHOWN. SEE"FRAME z Co ! . a %/I ANCHOR REQUIREMENTS o 3CV sz L. L) ; 1 %/ I f I i/ �f X _ •i--:- -} ��jj� TABLE" ON SHEET 1 FOR _i I W CLUSTER FIN FASTENERS AT Iffi t+w� n FIN FASTENER WITHIN 2" OF CORNERS & REQUIREMENTS. < v ti.....m MEETING RAIL ENDS SUCH THAT' • 4 1/2." MAX. O,C. WHEN JOB RE.9 MAX.DESIGN THERE ARE A TOTAL OF 5 •a`o °" • PRESSURE IS OVER +/-35 PSF; 9" MAU.C. . pOSRIONED AS SHOWN. SEE • WHEN JOB REQUIRED DESIGN PRESSURE IS +J-35 FRAME ANCHOR REQUIREMENTS FN FASTENER WITHIN 2" z c PSF OR LESS. SEE 'FRAME ANCHOR REQUIREMENTSTABLI +. OF CORNERS & i ./ • TABLE" ON SHEET 1 FOR REQUIREMENTS REQUIREMENTS. ON SHEET 1 FOR II REQUIREMENTS. ® / • I • i 9" MAX. O.C. SEE "FRAME Ze °I ii j i Li ® /, ' TABLE RONESti E.T 1 FOR = S. . . - " r I REQUIREMENTS. I Q z ZCO p„.r•„,•.:,,a•.:.._:.:..:.:,,....,,:... :::: ::: to EXTERIOR ELEVATION; 4 Ii SIDE-BY-SIDE INDOW s z �1 EXTERIOR ELEVATION rn ESD SCALE: 3/4" 1'-0° w D.a NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM - }ce „q ( ` SCALE: 3/4" = I'-0" m E2,3�` (NAIL FIN MOUNT CONDITION) d8 �.231 1 ALLOWABLE SIDE-BY-SIDE NDN$� WINDOW SIZE/PRESSURE l • 68�P. • TABLE • ALLOWABLE DESIGN PRESSURE ti3AJ MAXIMUM I MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) `>0111111tio,,�i OVERALL FRAME PRESSURE •z� PST ���FS� *� ei� m - FRAME HEIGHT -(+/- PSF / =' ...[.)SF.___________i `�� �C.-,.•••••.w.,.`y ... WIDTH DIMENSION ..1 • sP r a '•."'`�y „ N I: DIMENSION (IN.) +y:a 14/ c7 O p y ` IN. 2 w _ J •�W .... • 815 TRIPLE WINDOW y1 o y�va!• o E 109_---7J—_, 5a I 35 %Ud . '` .,.•GGl I DOUBLE WINDOW �46b '""' " 44' �_ _._.._ ,, -PcPS 95 1 72 ! 3� '' �1111110 vA•ar:G no. R2v. • 1 72 165 1/2....L 5D .--. 1867 A • SNEEf NO. 2 ce 5 bRL, sb.S. M.T. C+`Z t"1p 03/1s FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW - _. __._.._ SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH-------I A --^INDIVIDUAL WINDOW WIDTH INDMQUAL WINDOW WIDTH----INDIVIDUAL WINDOW WIDTH--- I 3» 3" 4" MAX. _= -- ---- --- -- - --- -- - FIN FASTENER PER-\ FRAME SCREW PER '��' vJm/. ELEVATION wc� a:c ELEVATION S c SUBSTRATE BY - - SUBSTRATE BY UBSTRAT. 6'Y SEALANT BY OTHERS OTHERS PER FRAM SCREW- OTHERS PER SEALANT BY OTHERS OTHERS PER ti BEHIND NAIL FIN "cPER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR RAM_ ANCHOR '.:.. REQUIREMENTS - REQUIREMENTS• „t �: • e REQUIREMENTS E -- TAUL�" } TABLE' . TABLE" ` ar 'r 1/4" MAX. _ 1/4" MAX. SHIM { 1/4" MAX. SHIM pW • M i A EACH ANCHOR ' AT EACH ANCHOR R, :w`__:•'.'. ..• �� SPACE ; . .. -.�__ .Z_. \ - �' _ _ '- -- .. SEALANT BY _fa,_.__ -040 SEALANT' BY- :r i■I,111114 CT SEALANT BY-/ C z s I OTHERS '(� ! "" L 5. OTHERS 111 ( OTHERS �� �€ 4. `•'� 31. EXTERIOR� (F. _ w co_. � I_ -. L�I F SEAL SPACE WITH SEAL SPACE W11}i y ENTERiQR lSEAL SPACE WITHcrt L LOW EXPANSION ! LOW EXPANSION ����__ �JJ LOW EXPANSION FOAM AROUND 0 FOAM AROUND V FOAM AROUND IEXTERIOR 1 PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF .� � WINDOW FRAME_ .... WIN •-, : - WINDOW FRAME zo SECTION /A2 ALTERNATE SECTION A2 i m g SECTION ¢ . h / -�-• SCALE 3/4 FULL \4' SCALE: 1/2 FULL 4 \ z in . SCALE: 3 4 FULL VP 2 s (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) o y ,� (NAIL. FEN MOUNT) Li F— �> I Iv a -tip EkTERlo..; !I a EXTER?OR Z SEAL SPACE WITH '° � � SEAL SPACE WITH z LOW EXPANSION ,k,77--1-] 1 • J LOW EXPANSION 2 o FOAM AROUND r--II i ( �,` FOAM AROUND = ��{ y n PERIMETER OF SHIM AS REO`D TO PERIMETER :n _ _ Z SUPPORT & ALIGN I, RIM FJt OF WINDOW FRAME +i - �: iI (` WINDOW FRAME K w WINDOW- . } © L J J 1 -•-'` SEALANT M ( -:-.•- - _._. CLIP INSTALLATION N Z a3 SEALANT sY—. _ �-- `-I... t w n w �-• .�. OTHERS L_......1 or.---.SGT ...._ ••- OTHERS 1. --•_-!... >rC■ia g z6 EAS •� `'•'w. - 1/4"MAX.j '''%.. .::;.:..:•.•'.'.,e.� A � • •SHIM AS REO'D TO E•,?•., . . MAX. 3/16" SHIM SPACE w wcy g� SUPPORT a ALIGN •;•1: THICK X 3" w ''�y z S a WINDOW TANG SHIM W R`z I:•: ' •:.t :. !....[,':''::.:: :.•_ 'r: �::,:, ., AT EACH CLIP -2N Fcoz$m2 SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER • o BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS {{Illllf/ 3v FIN FASTENER PER FRAMs ANCHOR REQUIREMENTS TABLE" TABLE'' (2 PER CLIP). ��1 �c ��/i Ti ELEVATION TABLE" REQUIREMENTS `�� E. a031,� TABLE" SECTION_ 92 O t,5",.••• ••.*. SECTION (811 SCALE.: 3/4 FULL �;" "s.O 0 - SCALE: 3/4 FULL (INSTALLATION CLIP MOUNT CONDITION) : iiit, ` K t s%a o ig fig (NAIL FIN MOUNT). :2 1 Z 0``o•. • 4 Uri k`N 4111111‘0° i iORAIVIK l NO. AOo. ! 1867 A OHEE, NO. -____--_- i 4 or 5 DR.44:tr, co vat.,r: 1/4- MAX. I/4" MM. SHIM FRAME HEIGHT— e.ii.w. RAS, PLOT: WI. FRAME WIDTH-- AT EACH ANCHOR 1/4' MAX. SHIM opm. SPACE - -FRAME HEIGHT— ,-, . . AT EACH ANCHOR . , . _.._. '... -SEAL SPACE WITHSEAL SPACE WITH a SUBSTRATE BY- .... SUBSTRATE By :.': LOW EXPANSION ''„`,..' SUBSTRATE BY / LOW EXPANSION ER OTHS PER •t SEAL SPACE WITH OTHERS PER •• „, rc..-,,,,-_-,-L FOAM MOUND OTHERS PER .*:•. FOAM AROUND 'FRAME-ANCHOR '.•.- ,. , .... LOW EXPANSION "FRAME ANCHOR --, , i•-] . . PERIMETER OF "FRAMr ANCHOR;,.,. -.... 44,.,•,d ,11 PERIMETER OF REQUIREMENTS :: „ FOAM AROUND REQUIREMENTS ,: -A.,p ,It WINDOW FRAME REQUIREMENTS i„; , ...1•A WINDOW FRAME TABLE* if;:in ir-,,‹ PERIMETER OF TABLE" ';''.'4 64 Ai TABLE' INN' P: , 04-4- I " WINDOW FRAI.4E M _IT FRAMECIFILLER '',,.• • 1 • it, 0 FIN FASTENER- ' 411 II •.: 0 ti:ME FILLER PER ELIWATION •,- , . FRAME SCREN 1. . FRAME SCREW •..' I i MKpsi, .:Aallit [1]=16 F'ER ELEVATION ',.-, I . imp •.• ..,• 0 SEALANT 8Y— ,'...... ---- , n ---r_.-3_ ____ —1.1g11-11. OTHERS :.-;:..;...,:':.-1•'..:21 I I I] '-' \./-1 . ... oTHERs BEHIND . -,........ . ..,.. ____/ BEHIND NAiL - • " •U FRAME FLANGE FIN :I.:"I"'I:',..,-....^•: 11 , SEALANT BY '',. .;.,•-: ,-,-. SEALANT BY • 7..;-.t.';',.,„;.,,,....... SEALANT BY :: OTHERSl';',....*-'. LIXTERIOR1 00 :•`..:".Y:'-'....,'''-':'...:': OTHERS EXTERIOR ... 7...-`7.,.",...• ,, OTHERS .-•''.:.'-'.'..'*-•,:- .. .. . ,,...,.. I EXTERIOR] '"*':.-•:-Yr.,*•.,..'.• 7___:,....,,,;,:r., z RI..--,.T.. „...._ SECTION 031 SECTION SCALE: 3/4 FULL SCALE 3/4 FULL ALTERNATE SECTION gak. (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL 5/ ) § s .,..c, ... 1 . (FRAME SCREW MOUNT CONDITION WITH FLANC___2.D__._--:. ' :i ._• . ' I CONTINUOUS WOOD MEMBER LESS 0.604 H - -- 1 --I 1.020TO • 4 z 0 .„ es. I l.- IN RoCKNESS THAN A 2X_ BUCK I , t an;-1-0,500 0 ST '':',„. -4 BE mu 3 I/2" DEEP (NOT * SUBSTRATE BY OTHERS W'. y1 ,,,-,.,14 REQUIRED WHEN SHIM SPACE IS r, PER 'FRAME ANCHOR x . WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' 2.4851 LENGTH .. 3.000' SHOWN IN SECTIONS).- 0.604 I - 3.000 0 FRAME FILLER 07-.Mir[I ± (RIGID PVC) ....,,i,:...,.:;:.,....,.,,,..,;•... .,,...-,...::..1-•..“.*.. ",.*._'',.,"..i..:' _L_ ---1---- , (NOTE THAT WHEN r":.•...:,,. :,„,:..;:.: ..,..,,'limme___------ 1 c'-- -0-.. JOB REQUIRED g 1,16-& i 0.500 . 0.059 0.059- • i DESIGN PRESSURE .SEALANT BY r—I Ili 1'2411111hW di:, ._ •, _ (1)FEMME FLANGE Omar-mu i IS OVER +/-35 A OTHERS go, I 1 , 0 (RIGID PPV VC) (RIGID C) , - FRAME FILLER MUST :, BE USED AT EACH LE XTERIOR, .2;,. ' . FRAME SCREW)1 r I-1 0,060 0 15•,:.q1,,,, • • _,_ MI I_J FRAME SCREW PER 0.293-, 1.- '- ‘3L-1---'4- •,,.Cs1 Cf)tr, ... 0-r ELEVATION & "FRAME C)INSTAI LATION CLIP . z 7. .01111111/ii, 2, .;"' 0 ,Y • , FRAME FILLER ANCHOR REQUIREMENTS. (RIGID HVC) . 0,‘ ... •/, lc ..2 I-) TABLE" ,S), is ti34',. A e, -ss . • ....i„. ... -... 4,-, OPTIONAL DIRECT MOUNT DETAIL •:;;:::.!....::-...,‘...a*.‘49.0;.;•. ,r4e 0 TO SUBSTRATE WITH SPACER — z.0.c __ ..4 *-- -co:z •..:c - --5--.e..• (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) = 4( (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) 1::: te, ci Weick -- .1...-1.. %? Z fAcji",a; -- (FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) , le‘-cfe,c,... mm,,,,0-% i °Iii'e• I/`‘'' SHUT 10. 5 , 5 • b aq .... 9'" sem �}. " A',:.-"x.•::: fy4a '." � q e ' WmV "ea /ei r, 10-r •t V ' *' • :".,P41.,,,:. rt-tV%e':..''',',,, 1t #11 lIg4} Xj® _ n qli:g g f itr-'..Li., .?;,: I ...., 'iti. u.._.....a,eiitf.o ,.as $ :''' ;a,,. t. :. 41m-ismrtimimital dBCIS Home 1 Log In 1 User Registration ! Hot Topics ( Submit Surcharge ; Stats&Facts Publications i Contact Us BCIS Site Map : Links i Search! nOrida Product Approval ical'1:1 USER:Public User m<t^.err Product Approve!Menu>Product or Application Search>Application List>Application Detail PDA i4T CSA 9? 7{ FL# 16528 'azo_ ''' "" : Application Type Code Version 2017 Application Status Approved Comments • Archived L...i Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 P3Bortscheller@pella.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Warren W.Schaefer,P.E. the Evaluation Report Florida License PE-44135 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 03/08/2022 Validated By Terrence E. Lunn, PE 6..s Validation Checklist-Hardcopy Received Certificate of Independence FL16528 R2 COI Certification of independence.pdf i I Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.8 Product Approval Method Method 2 Option B Date Submitted 09/06/2017 Date Validated 09/21/2017 Date Pending'FBC Approval 09/25/2017 • Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description • 16528.1 250 Vinyl Window Series Aluminum Non-Impact Tube Mullion Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL16528 R2 II Drawing 1865.udf Approved for use outside HVHZ:Yes Verified By: Warren W.Schaefer 44135 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Mullion size,pressure,assembly, use;limitations and FL16528 R2 AE Evaluation report WWS-246..psF installation requirements are to be as specified in the Created by Independent Third Party:Yes attached drawing No. 1865&evaluation report WWS-246. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. 1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: IeCh Credit Card Safe securit MIsr'ucs. • • • -...- -1 MULLION CENTER OF CENTER OF LrAws 2.2 I-L-- -----MULLION LENGTH- LENGTH — WINOOW -I -- LOAO WIDTH WINDOVI SEE MULLION END ;my!, I — = 2 - 11 /TH7, ---- — — — — -f° cSHIEEP TSET3AjLS& r MULLION LOAD iir7/-17-;'"--7-- -17- 1 • ! , ' /7 AREA CONSIDERED-1'A/ I 1 ( I; 11 --1- CENTER C7 WINDOW A F i I i CENTER OF 1 TPLANSOM• . 7. Oer • ;i I I . "7/. I 1 ...'.1 • "A' ' r), II! X I SEE MULLION ( ,,....w,...„..,_ + DETAIS ON - ---77'*1 irr7.• 71- '-c.",s, . 010, SHEETS 3 & 4 11 '''' tli 1 - . .. . < LOAD AREA , • I 0 e GSE ir1 ,01 .9.,. ...r...—_.....-. /......,..11' /1... .............y__...CENTER!II „ 111 I R: II SEE MULLION END ,o ,10 A 3 , _ 1 CLIP DETAILS ON 1 / ,41 // 11 I 1 11'--,_ — i II SHEETS 3 & 4 . • 11 / $fr 111 z 11 - I MULLION LOAD /- 1 /I II I 110,, SEE MULLION 1 END CUP 1, 1 11 1 II-----------,„L1 AREA CONSIDERED I U 0. M z L'.--- --' ---' —1(11 I: .; // li ?,/,./ ,to, I DETAILS ON SHEETS 3 & 4 I 1 1 //'/ , FOli THIS MULLION, SEE RESPECTIVE T o .00, ,,, Le_ • —_L.. _ . _ — —211 I I„._ _ _ ..., — —J1,1 wiNpow 10 WINDOW -- "A' ..-,. LESSER OF (MULLION LENGTH/2) OR (TRANSOM WINDOW HEIGHT/2) ELEVAIION LESSER OF(MULLION LENGTH/2) OR (BOTTOM WINDOW HEIGHT/2) TWO(2) SINGLE WINDOWS WITH A r 1 SINGLE FIXED WINDOW TRANSOM 0 0 LI SINGLE WINDOW WITH TRANSOM . F 3 (SEE LOAD TABLE 1.0) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS NOTES -,(SEE LOAD TABLE 2.0) 0 = - OLO,c, : NOTE: BOTTOM WINDOW MAY BE A FIXED, CASEMENT, AWNING, ARE LESS THAN OR EQUAL TO THE MULLION LENGTH • BOTTOM WINDOWS MAY BE ANY FIXED. CASEMENT, AWNING, . m SINGLE HUNG OR DOUBLE HUNG WINDOW. TOP WINDOW MAY . (SEE LOAD TABLE 1.0) SINGLE HUNG OR DOUBLE HUNG WINDOW. BE ANY FIXE,0 OR AWNING VIONDOW. ' BOTTOM WINDOWS MAY BE MULLED TOGETHER PER THIS • NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL. DRAWING OR PER THEIR INDMDUAL WINDOW APPROVAL WINDOWWINDOW (INTER 07 CENTER OF -.. -• -`-' --..-.— WIDTH > "L” WIDTH > .1-- 1. TAO uumiON SYSTEM HAS SEEN DESONED Al AGGORD,mIGE WITH AND BEET THE RtOtaREmEN1S WINDOW WINDOW • 3 1 OF CHAFFER 1 7 GF THE FLORTA IRADWG CCM&IS APPROVEDOTOEN FOR PRESSMRES NOT 10 LOAD WIDTH = 1 < ,.; O" .. L/2•-1-- I "A" - L/2 cEEri THOSE SHOOS IN NEE ALLOWABLE DESIGN PRY-5511K TAOLF.:(Sr, (A+B)/2 vi 2. OPEN3IGS,BUCKING&PA:CACAO FAWNERS wusi TIE PRoPvLY DESIGNED A INSIALLED TO , 5. L.? Z TRANSFER 0140 LEWIS FRom DO 1011.1.FONS AND PANDOWS ID TRE.STRUCTURE. I LC . . 1 ALL HARDWARE.t FASTENERS SHALL OE IN ACCORDANCE WITH THESE DRAWINGS&SHALL Kg ......, r----`---.- = —= ----.0-7 VARY UNLESS SPECIFICALLY VIENTONED ON THE DRALVENSG. SPECIFIED ANCHOR NEED ID BASE ' 7LL---7-7=L.....7,__....reti„.. : . - IA w 6 z E . IV. 01102 / L. . MAN:REAL SHALL BE SEWIND WALL FINISH OR MECO. / L SEE MULUON 11 z r 4, ,,i-s1S twit..10,4 SYS1E14 IS RAlED FOR USE:EN NON-1-N112 AREAS ONLT. II V l'r Zfe4-----'= --'---- 1 -A- ( - r 4 I ./ / ,.$, / -•-• ill /7 6, , END CLIP II 9,t.--.,s s. aits LIUILION SYSlEil 15 140N-11JF/47'RAM:O.ALL oRI,N;NGS TkAT LNGLIZE THiS ALLELUCLN 4.1 / DETAILS ON , ylsELLI BUST DE SHUTTERED MTH A FLORIDA COOE APPROVED SUMER MERE REoLoREG ffy EGE6. ' Il :1 r./ ', SEE LIUWON I ',Q'9. 6, ALL ANGFIEPS SEGURuR;MULLION CAPS TO PRESSuRE MATEO BUCKS OR TTOOD I-HAAT:4G DETAILS ON /t 9 LAU.BE CAPABLE OF RF_SISMG GoRIO&CIN CAUSED ay THE TALIESSLERE TREATING aLLEA.LOALS LET ULILLION---1, , ...t xr" dr. /----. 3 & 4 I THE WOOD. LOAD AREA I I /,' // y il.= --- .._..-........//=, ;=g3'„= ==-,.. === -..!..., 47.,..N1 . I 7, OFT PUS'Tiii:POSITIVE&NEGATIVE DESErjN LOADS A)USX WI-DM REFEJLEV.:KG THFSE , /1 04! / fi I 9 z 1.,,?.,,,, . ___ ___ ..._ DOCIAVENIS IN AGGORDNE WITH IRE CCVERNAG CODE AND GOVERNING MD VELDT:NY. FOR LATTIO CONSIDERED K 10 , ' - j:/. Z.I5 .u n g L.0. N 7 tr0,4 .c MULLION LOAD-. LOAD CALCULAIEDNES IN ACCORD-SLICE WEIN DIE FLORIO&61/11.0iNG CODE,A OIRECTIONALiTY FACTOR OF 2//' :•0/ / ,, 11 I Z 0 ,1 AREA _ LOAD WIDTH 1(;.!•0.t35 BAT BE APPLIED PER THE ASCE-7 STAIR/MO. C3 Pp, pi 8 CONSWERED - = A 4. 8 — . 8. LIAILHAS.PCLUILING BUT NYE OWED 10 STEEL SCREAS nor CONE INTO GGNTAGT W11 . OILIER TISSMILAR VAIMILS SEW, WET THE REDIGRENETTIS OF FLORIDA SULDINC CODE CHAPTER I LI \ //,/// / 7.., ..T 29. * ;"'i Hi :'.7 'r; a i..1 FIXED WINDOW TO FIXED WINDOW 9. CERTIfiCAT.,ON c' MS MULLION SYSTEM SHALL AS LOMITA:REG SONO Ir NSTALLED'AITHOUT A \N•r. , ..../ SEE MULLION ''- . 05-LOINS PERMIT FROLI THE APPLKASLE LOCAL BUILDING DEPARTMENT OR IF INSTALLED BY ANYONE 1" . , END CUP WHEN WINDOW WIDTHS ARE GREATER OTHER'DON A LICENSED 00NTRACIOR EXPERIENCED 101D,:LANDOW ITETALLADONS. II '."/''j:/'7 .4 , .../ .i. ,.., DETAILS ON to,%tit:loos sim.eE u.eEz SEPERAIT.APPROVAL. THANTHEMULLION LENGTH - - ti,ALI.PELLA 7.50 SERIES NONL4UPACT 1,11.-0-WELDON'S VAT SE SUPPORTED BY ORS 1.1U11.20N __ r A ," - SHEETS 3 & 4 ..,,,,..i...,i.. .i 5_..., (SEE LOAD TABLE 1.0) SYSTEM PROMNG 11,F,Y ARE PROPERLY ALACHDRED TO TOE ALLIELLON. 12,ALLOWABLE.PRESS:FRE CH THE MULLED LEWIS SHALL.BE CONTROLLED NY THE'LESSER AtfOiliP.V.• ' 2,„ _ _ , 6.4.'ESTRLETED DT THEIR I I — — ...j> WI NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL. All.Coval:PSITESRMOSHALL RE:or THE voluon k ITS END CONNECTIONS OR mrmws .' oIT suwocm. .2,--" ! . - 13.wicc.v SE R07M Avowal,AppRoLmy, -'3" — I "A" ) 14.ALTGALSRWEI C ANGERS 10 ILIE OPENING SHALL AC PER THEIR RPECINE APPROVAL .' LT -- ':WL.L • IS,CONDITIONS TTOT SPOON CR COASRED IN THE 05A12150 SHAU.BE suwEci TO SEPARATE REVIEW SINGL OPERABLE WII,IDOW TO A SINGLE AND.iLlEi SPECIFIC COLFIFICATION 014 FLORIDA LICENSED ENGINEER.TOPERABLE UEVOR FIXED WINDOW IT,THE ALIFFNAHLE P1.SSu ERES STAIII THE'LOAD TABLES CONTLEpo THE WORSE CA.SE Cf . ,... , NO::STRESS.DEFLECTION ANT ENO 50.51011. (SEE LOAD TABLE 3.0) 17.9...T......T9 NOES SHALL OE GONGNUOuS FRO& SiEID ENE T NOES: tr_67.7RATroiL.n.R An-A NILE TNEL2 • Ht. WiNA.,..1 IA.WI 13A VCR/ITALY SEATILLED.r4r.v.E.NiA,c-niRER/IN5NUR SHALL INSURE DEM 5IE DEAD SPECEECTI.TE'Cr.'ALLET TETI TC L.Na FOR NIT 222TveLV • WINDOWS MAY RE STACKED HORIZONTAL OR VERTICAL. .',"""rY• ' —1865,‘:' A 900,1...Cr IRE AECI. fo,,Dow(S)WILL NOI CAUSE LILCO STRESS ON THE DEW&TRNTA.21451,...,.2 Tor(AT ESLD MR Fai,t),44..ANWUR I.K.4. Il?IL ,,,,4'..MN,SR ER,S OF,S1RNE,O FCR APED L.Gto RESTSTANCF.GTE &ES ST CONSIDERED TO • OPERABLE WINDOW(S) MAY BE CASEMENT, AViNING, SINGLE ''t'r,•• FltiET''0. I OE ANT PP3EL.tr NET PATOVE20 OH THE LLANUFACIVREP SLIPPER T THE 3L E EC HT OF THE NINE:CMS. HUNG OR DOUBLE HUNG WINDOWS. t..t:, ,.,r ,„ ^ t t 1" 0, 5 I Ter.,1,,V-n.,..../CS -__...........—.....-__..--... -.-.--___ -..-- ._ • • __ __ ''';'-'.,r•'''''':.';').,"'' _ _ . MULLION LENGTH WINDOW CENTER OF WINDOW WINDOW SEE MULLION END CENTER OF PANEL WINDOW CENTER OF PANEL CENTER OE PANEL "`;..: a'O;pv,3 - - -T.— r- = = = 1- .-7- -= .6 CUP oETALs ON 1 _.LOAD WIDTH i----1 I_ LOAD WIDTH l Hi .1 I ,i /./ SHEETS 3 & 4 W./WON LOAD 1 '= (A+D)/2 MULLION LOAD ..., (A+B)/2— g 1 i .' II AREA CONSIDERED-\\,. I AREA CONSIDERED-.\..; -_,.....„CENCER OF I I i (I'-' 1 ,./.., , '1 , I WINDOW -...,-, ..--.= ---- .•.,..,-. - 1 s. --:------.-,-----7-.--,,Zz ‘-- --=--: ,..7.----.,:---;-.2---- ' " E"-----:--.-"-' lk,---_.,_ ••-=. --_•-fr--, ----_-•=.-_.----_.-.---_- ir \.— 1.,711/7 . .44w4... c) AI' I -,k, 4 \‘„ ... .(... _,... , _rz.„,Ar,.. -or•V___ 4,4_,- ill „ ,,o1 A , SEE MULLION , SEE muu.ioN 1,- - -.7,•,._ •,,,.• -..,- ...,_ 1,,, , fret. ,-' I END CUP 1 il III 'I#101 III END CUP III . ip ./1/ DETAILS ON x ' DETAILS ON T., : I . SHEETS 3 & 4 .-- III SHEETS 3 & 11 ri-3 s III / i. 1'1 X• 111 ill '/IP Hi E III III .1/. 0 ill el i/ z 9 ' ,,, SEE MULUON • 0 r' 44, II I -' I 11 END CLIP ,,°1 111 54 HI END CUP '4, 01 / 111 111 Zr," ,. •, __#___„..„. .. ,,e •_ _I ' CENTER OF . DETAILS ON f DETAILS ON . ,• •A,,i, 111 Ili P 1111 --....- 11: moos, I II SHEETS 3 & 4 III I,r,r1 - r' PI 11 I , I II SHEETS 3 & 4111 Ili, a II! 1''."---MULLION LOAD :\\ "I . • ' i' ,/1 H <s; Hi ,, 2 2 II,, li AREA CONSIDERED L..._ ,___: _. _____,',,,gp _ — -41) ly= =___. ______ ,-.4 , :•.••••-÷..-_L- ..eilre:" ..:=7.•..: =-,--- J.L, _ ......., ..,.....111 I g tic,0 -1..... I ,J., B 1.1.°11 i Ili 1 1 "B" [ "A" SLIDING WINDOW NEXT TO A SINGLE SLIDING WINDOW NEXT TO A SLIDING TWO(2) PAN L SLIDING WINDOW WITH FIXED WINDOW WINDOW A SINGLE FIXED WINDOW TRANS M (SEE LOAD TABLE 1.0) • (SEE LOAD TABLE 1.0) CO (SEE LOAD TABLE 2.0) NOTE: 2-PANEL SLIDING WINDOW IS SHOWN. MORE THAN 2 NOTE; 2-PANEL SLIDING WINDOWS ARE SHOWN. MORE THAN D - PANELS MAY APPLY TO THE SLIDING WINDOW. 2 PANELS MAY APPLY TO THE SLIDING WINDOWS. 1- Z MULLION LENGTH S-1, h' MULLION LENGTH -MULLION I r = __ or_ 772 -.,41,F,. iirr ;;; :: ifgsztD . .;50zw— a::::.•8s,.._..,:i:I: SEE MULLION END CUP , , I, SEE MULLION END CLIP DETAILS ON SHEETS 3 & 4 I I ....//>.."(' 1 DETAILS ON SHEETS 3 & 4 / z CENTER Of ''' ','7- r 1/3...i;,:- i " " 5 g A ,•1 ,,,, 9" u /,' • wiNoows . ,fult., ,,,a i.cali - •0'2 . "B. _ .. ///.7'.7. /IV Z.-;." 4(4,..j....• I111- 1 I 11 1 [111.i. li . •5 - '-• , `.:•k/ I I ; ! .I II= WINDOVVS ' -- -----. . : e.'", MULLION- 11 ] 11 ,• II FOR TNIS MULLION, _ - lif 1 E ------t--- -. — 1)r , r- — if , _ Lona.AREA 1'I_ , I SEE RESP(CIM 1 CoNsIDEK i i ,..,,y, 1 ii ,;;;;;.-1 1 --, -;7 r ,o- ,, rinow TO WINDOW II ' -/> II II I 11 .%-1,1. FoR THIS MULLION, 2r_ .•. :- '-. ','-‘... iii, Z-=:_, e;3 SEE RESPECTWE - '.-'• ' '' ' '11-" ----------- -- t WINDOW TO WINDOW '- ' ' . • ,, I,I N 4' L _ _ll,it_ l'' ii _ii 'A ti E:VNATION "'l: "..`' , ''••-' c-.f \ 9 MULTIPLE WINDOWS WITH TRANSOM ,- , (SEE LOAD TABLE 3.0) MULTIPLE WINDOWS (SEE LOAD TABLE 3.0) ',-: NOTES: NOTES: ''7,-,.'.P; „ ' TRANSOM MAY BE SINGLE OR MULTIPLE WINDOWS • CONTINUOUS MULLIONS MAY BE HORIZONTAL OR VERTICAL .16 'H.4140 NO N. • BOTTOM WINDOWS MAY BE ANY QUANTITY OF FIXED. (HORIZONTAL SHOWN). 1865 A CASEMENT, AWNING, SINGLE HUNG. DOUBLE HUNG OR SLIDING • WINDOWS MAY BE ANY QUANTITY OF FIXED OR OPERABLE c,--.Lxr sa WINDOWS. WINDOWS. — _____2 '0" 5 E-st l'I IR''-N."'\C.-\\;--...-.:E-HB-1 115-2.-"--"376-.4" \ 7,BTI:170 C.,01=07)(NTIRcE:1Euc:-Q/p2Tuvi_l;1sgioi1/4.E,ED2.wri,",11,tojE31.1s,\,:c1/.E.-1,11.0.4pr.....-A-N..,fi-__IA,IC.,,, 1 1/271---imw, 1 1/2"--- .--1 1/2" _ i -- " - --- /Er--I --I---1 -11 I--3/ - . i i 1 a -: _L_...............d4-1_ , 4i 1 1 I .14 I I 1/2" MN. + .S- -43- +I t.----1/2" MIN. 2 3/8"--1-44 I k ,.. 112" MiN. , i i .,4 • g 1/21 — — I 1/2' I 2 3/8" II MW. '10,NO; 10 X 1/2" :a4 SELF TAP/DRILL D 1 1 , • 1/2. I i lit, SCREWS (2 PER SIDE I I 1. ....E.MIN. 1/2" OF MULLION) -- ...11._. f MIN. NO. 10 X 1/2" .p4 11 • • SELF TAP/DRILL MINILF. i SCREWS (2 PER SIDE n 01 r - 1 , 1 • . 1-' r or ail.paioN) 11 T 1/2-_,I i i . . Pie 3 i MAX, i \ i . - I • 1/4" i I I 0 d innowen=a .11=1 O. .-----' SUBSTRATE Z ---1----- CLIP'SCREW PER "ANCHOR PER 'ANCHOR T '2 trim 0 REQUIREMENTS TASLE"------- REQUIREMENTS : i I CONNECTION "Al" & "A2" TABLE" Z 0 '47-4-4-45 7 a 'Al" = TO WOOD, CONCRETE, METAL STUD, STEEL OR ALUMINUM SUBSTRATES = TO CMU SUBSTRATE 3 gd; w ct. STEEL OR ALUMINUT::::" to m . "82" = TO CMU SUBSTRATE ; I($) (WENDED PORTION OF THE CLIP MAY SE 10 THE INTERIOR OR D s EXTERIOR OF THE SUPPORTING SUBSTRATE) 2 . D . ) ,4 ..1– CA ....,a. 1 w •–•0 I I vi 106 i -0' ANCHOR REQUIREMENTS TABLE 2 7/8-2 3/8" MIN, i g '-g, ,.-....",• OPENING 'TYPE MINIMUM MINIMUM FASTENER TYPE lz 8:1; (SUBSTRATE) EMBED EDGE DIST, I 1/2"--II -_. 1/2" ............ ---- _... - SCREWS FOR CONNECTIONS A1, A2, B) & 82 _i___v , 1/2' !DTI:.SHIM IS ONLY REOUTRED 45; SELF TAP/DRILL MIN, 2X4 WOOD FRAME OR SUCK r1- — i- EMIN. No. lo SMS OR WOOD SCREW 1 3/8" 1" SEREViS (2 PER SIDE II ril AT SILLS OF C=0.55) 4.1 • - OPENINGS OF MULLION)-.\\ . 0 i 4 MIN. 18 c.A. 33 KS; METAL SULU NC. 10 CR. 5 SELF TAP/DRILL, SCRENI FULL 1/2" '4 g • -i- II• i 1/4" MAX. MN 1/8" MN k3S STEEL . , NO. 10 OR. 5.SEtf TAP/DRILL. SCRENI FULL 1/2^ 1 _Fl_ I/2" MIN \„.,... 1T.'<1 /1/4-p4 3/4" LEN./ kFSHM/SPACE AIN, -1/8' THri 5063-T5 ALUM. NO. 10 G . 5 SELF TAP/DRILL, SCR4-7i+71-7ULL-- ' 1/2" I -I _... _ i -,,4: : ' '::"-.-,, — — MIN. "7.: ...AI — –-(11 1/4' C9NS57_5.C.R....P...f! it 1/4- :13 . 0- .0. .''''•L..' T\'V-2->'s'',..,1¢',.„.1 \ .."--_,---2-----CLIP 10.8E SHOP PER MIN. 25 0 PSI CONCRETE IN I/4' CONCRETE SCRE1V II \ CLP MUST BE THOROLII:HLY 1 q„... k o,.,,, ---\: PELLA (IF FIELD BENT, iirc: :•: ;J,r •-- ---1-iL. - - -- ,H_WS I- \ CaNNEcTicN C i MN, ..; .c, .1NgiCTTE0D INFsOTR,..0.CLARTAIC0KNIINGt: it: '5-...: CLIP SCREW -Jim"— f----..., ---- MIN 2X4 WOOD FRAME OR BUCK 1 ' PER "ANCHOR NO 10 SONOR WOOD SCRE‘N .1 3/8- 1/2" I 1/2"--1 REQUIREMENTS -'SMIJE:iTsATI:AS1.:ig, \---F-". RPTsl MAX, r:.RA.R AEN k icr EETT:R . SUBSTRATE PER "ANCHOR';-, „::,, MIN, 1/9''11-1K A35 STEEL NO. 10 GR, 5 SELF TAP/DR1U, SCRE'N FULL 1/2" I REQUIREMENTS TABLE" 4"':''''l' .:::., :- -MIN. 1/8" 1-114( 6053-15 ALUM. NO. 10 CR 5 SELF TAP/012111 SCREW FULL 1/2" I CONNECTiON "C" ..,-,, -, ,,,,.,, , ---,, I,L,1865''' A (1)CONCRETE SCREWS SHALL BE ELCO. ULTRACONS (C.S.), ELCO CREEL-FLEX (ST.), ITW (TO WOOD, STEEL OR ALUMINUM SUBSTRATES) I ,7,L,.,W. , I RAMSET/RED HEAD TAPCONS (CS. OR S.S.) OR HUI RAIN-CON II (C.S OR 5.5.). . (CLIP MAY DE PLAcco AT INTERIOR OR EXTERIOR OF THE SuPPORTINO SH14s4RATE) IETA ilL./,,.:2:.,1:1/n12: � \ 1/2" MIN._.._. E� ..3" .....�.._, I.F._......------ ._......� MN, WIN W RAI" `J `r., `� ,Wp3 IiRl1 -J-'-'- . 3!q 1 I _..t 2" MY. ANCtGR5 PER�'i ' 2 3/8"..._ — - - -__....... 0 _ .____ __..._.2 3/8t#t. \ ::—ti 1 IN I } Els!. - 1 t cC-�� • 5 M1td, N0. 10 x 1/2' -EfJ. - sELF TAP/DRIt.L. 7 I '' 1/2. ' -," ,-'1 -� r OPTION TO NOTCH OUT FACE OF SCREWS (2 PER SIDE I Il �. •-_ Ii ; r MIN. f- _ MULLION IF RULED FOR PLACEMENTOF :1 1 LxTEi210it O OF TUBE MULLION--7II t„J.OTF•: SEALANTS SHALL BE AS ;/2°__J 1/2" "A6 3/4" MN. REQUIRED TO FORM A PERMANENT M63. N0. lO X 1/2" MAX, r /' 1_....._...�.._._ 1/?. jWATER TIGHT SEAL. SELF TAP/DRILL _ _ ______.._.___. - 1 �/ L SCREWS (2 PER I----, -(5) _ ( r MIN. ' a c TYPICAL JAMB TO MULLION DETAIL SIDE OF •�1 i $ �� (FIXED WINDOW JAMBS SHOWN. JAMBS MULLION)-, r 3/a" MIN. I • jt • b`--.,, "` a OF OTHER WINDOW TYPES ARE a /ti CLIP SCREW PER "ANCHOR SUBSTRATE. SECURED TO THE MULLION THE SAME.) L z !_ ----- __ __ REQUIREMENTS TABLE" f z wm o PER "ANCHOR ___........_�....._.. ...._ CONNECTION "E" REQUIREMENTS Z o (yo a MIN. NO. 10 x 1/2" GRADE 5 SELF (APPLICABLE TO ALL SUBSTRATES) TABLE" n Q.. 'TAP/DR':'.L SCREWS (3 PER CUP) z z• 7pn MULLION TO MULLION CONNECTION "D" • V .. J Sg •5.250 J-O1mw LU 5.250 m a -----_.... _.. .. {- T - I I 0.'11 14' ' i--SF -'-5. ....._.�.�. F i I b `` -E CONNECTION 250— ' SEE CONNECTION "B1.' & "B2" FOR 1 I 0.719 z• t 0.437 —_ �y I "Ai" it "A2" FOR 4.000 ! ; THRU HOLE 5 r 2.375 --I _.__..+ -'.r- —Y-_ MIN. I "J ' I -I 4 mat HOLE I & I REQUIREMENTS T j 2.375 LOCATIONSEMENTS 2.625 2.375 I 0.125•--- I 3.375 - REOUIREFAEtdiS MIN. V• z 1 w I -� 0.125 _ _ __ w c`3 2.125 1 �[t.s_5 i � � ! } o W�?�x I �1 MULLION f =� 2.125" _ i MIN. Sl i UI 16053-16 M U MU.U, _ 1 2.125 Z 4 r Q, MULLION CLIP. USED WITH �� -' �� t - _ i 0 z s :.. CONNECTION TYPES "Al" Sc "A2" .� MULLION CLIP USED WITH 1.500 MN. ; -0.125 r S u C� — gyp 2 G.719 I 16063-T6 ALuM5.U3l CONNECTION TYPES '81"" & "82" -�- ,N a-u J_ ^3 T-4i SF,E. CONNECTION • I LfiQS_T6.,_ALUMINUM ` II �' • "-SEE CONNECTION 'C' FOR T fRU a u3°y I ;" FOR THRU S.00D -� HOLE LOCATIONS & REQUIREMENTS 2.375 {''•1 HOLE LOCATIONS SEE CONNECTION 1- i a MULLION CLIP USED WITH CONNECTION II REQUIREMENTS r. , .916 0. ti 1 •' 2.375 - ( - c' FOR THRU 1 o _ �` _..._. TYPE "C" c; HOLE LOCATIONS h15 & r'"'".... -1-( v 0:357 c` -{�--0.125 1 REQUIREMENTS 0.059. i /60'3-TG A UMIN 5 - -- - - �O fi 107 MULLION COVER fl' Z W 2.125 E ,{...— (RIC<'i PVC) • Y _ Iia: 2.000 1_O,i 25 .. O MULLION CLIP USED WITH I � -._ --` CONNECTION TYPE "0" CO MULLION CLIP USED WITH CONNECTION TYPE "E" .,::.: f_ 1865 tigi3...T6._A..LUMII4iiMi NN, sy63-T U ILMO. ��:., ..:, J ,• 1 , • 1 I I . ---r-.- - --- 1 Ili Itt,'sig?.••,...;Id.4.1a IS ,r.t.,"g•hz.)-4-.. 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N7 rn , ,Aox :cli141.Tg•gt ;ilttila,..1%";e4Itto A 'c;'/ P-. 67 ./v--.- .,.,rn in z, c,icsi• 0 d•c,ty.•.41....b,ir,.b 0 b7 ,....i...rili , - ,,, 0...,..,. P..., o•1 0, Si,„'^ 1 ,...?" • T 1,., 'Amm 61 z0 rnIr- . i ; If •-•,, , 1 , 1 rn0 i ,,,,,.,, :::.;), •. • c'..,•-'P-17 l'. '"° r.L1 .4 r,,-, I , m2:012A8 FF'A ° ,.,., • 0..0 -.- ::';',"-:)•-• '"•-.•:' ''..,:. z-mi tn x 73 c,.,, , _ ut/t., 6 X;$ , . m ,,,-,,,, :-?„ l'' I • ,...,.. ...., . ,,. „ 1 . 1 . — 1 Ln cgirjECAttOti ,, ''. rr'''r '''' NO. LtLYWN TASCFOPIKA, 1:11 04' , r: 250 VINYL WINDOW SERIES ALUMINUM TUBE MULLION (NOW-IMPACT) . L ..:7,di .....-5t I , g Co* JA .„,„..-----' N--OT 5 c°N9-,-"r-NTs X3 iNF131ttLF317t W. W. SCHAEFER ENGINEERINGPELLA CORPORATION .„ .. .._, . & CONSULTING, PA. (CA 6809) — , (7 ../ 102 WIN srR45, ' (71 •----- 1 745:i acTif COM WADI . . — ------ irr"r-'r-i PLLEA, IA 50219EET _ I '17 F,g'eV&P•E' PALL,1:36,F01 Fork0L14,FL 3.3.18 ,tiONF.,561-744-.3.24 \--.. 641-621-1000 - 3