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HomeMy WebLinkAboutProduct Approval e t 74 QO°MAX,OVERALL 'I tip`s lts -0ti t �v�ri ¢ FRAME WIDTH `tip -i-rr n a S- r y 5200 W. CENTURY BLVD. �Z x = - LOS ANGELES, CA 90045 Z _>n Smooth J Wood Grain J White Wood Grain " o x �.r ,r 1�, �a t Rustic J{Mahogany ��g T W � " R L� z m C*w e bg_r&l.. _ it•�r� ai�d m,$d- d �� m d a T sg ti ct N$WfNG Ji �S 8 0Q v �C� X GENERAL NOTES " MAX DESIGN PRESSURE(P$F) CONFTGr1RATTON ' NDURA ASTRAGAL DU`ASMGAG; COtUMilA ASIWAGAt 1, This product has been evaluated and 4 in compliance with the 5th Edition 2014 Florida Building Code FBC 61MENSION'. w z 7AOx82.0" INSWING *POS." NEG' POS.' .NEG: POS; m p ( I g (Fac) structural requirements including the'High Velocity Hunicone Ione"(HVHZ(. 60.0 -60.0 +50.0 -60.0 +50.0 -60.0 OC 11 2, Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be XX Q,n n beyond wall dressing or stucco. 7A.0"x81.73" OUTSWING +75.0 -75.0 +75.0 •75.0 +50.0 -50.0 :35 m �� Y+ w ¢ 3. When used in the"HYHI'#his product complies with Section 1626 of the Florida Building Code and does not require an w See sheets 2&4 for hardware and lite frame design pressure limitations am impact resistant covering. o a v 4. When used in areas outside of the"HVHZ requ ring wind borne debris protection this product complies with Section {� -""'-"---- #52,0'MAX.OVERALL FRAME WIDTH---•------ --. R ti i6D9.1.2 of the FBC and does not require an sn V 37.5"MAX. n. a pec#res slant covedng.Th's produck meets mus le levet"D"and _ 74.0'MAX.OVERALL FRAME WIDTH p includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. i -� FRAME WIDTH t „ �I i s E 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2X buck masonry construction. - 0 Y a 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. �z ! o 7. Outswing configurations meet wafer infiltration requirements for'liVHP'.AN other configurations do not meet thea n z r water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or of habitable ? p O Ln locatior,-protected by on overhang or canopy such that the angle between he edge of canopy or overhang to sit O= (} w Is less than 45 degrees. c9 th r v ........... TABLEOFCONIEMS b a SHEET9 L>ESCRIPitON wQ m ¢ Y i -Typicar etevattans,deUgn Pressures S general rates 21 W _ Doar panel detaus 0 3 _ SrdURepaneldetols' I t lite Game desats andart -_- d Harlxonfar trots sections o z zI Ve hcalcrossseCtiOm�_ _ _ DESIGN PRESSURE(PSF)c.. -z c 8 31'oin#baKdotalS CONFfCstJRATION FRAME SWING ENBURAASAtAGAt Dtf'AS{RAGAL, GOtUMBtAASTRttG.aL anr:42ji6 12 i 9 3-Povitlockd©tolS DIMENSION: - .. - scn:e: .,_.....__._._.._.._m0-'_-rr'-"._..__..___ .. .. c x la Buckondfrarneanchor»g Xx} "'-'- � P05. NEG. POS: -NEG. � POS. NEG:. N.T.S. _ w 11 Buck and frame ancfiarin OXXO owc.sv: JK M 9 f.��� _-__ l .._____ 1s2.o'xs2.o° INSWING +50.4 -50.0 +50.0 -50.0 +50.0 -50.0 12 AStrbgaldetOtilSW- ` OXXO �_.._�.._. __..______. .__� _ c�,rz,srr: LFS 3 g 13 Astra 0tdetats�rt� � a 14 AsGagaidetots 152.0"x81.13" OUTSWING +50.4 -50,0 +50,0 •50,0 +54,0 .50,0 orumna4.: ro X _ FL-15270.6t5 I _. :if, i components See sheets 2&4 for hardware and Re frame design pressure limitations --- - - "� 16 ,0101 materials - O pr N _ snccr 1 or _L6 G a 0.7 G1 G228" TOP RAIL `�`� /// 0.4" EXTERIOR r 0.4 (COMP.) so m .�+�, •-A IN �•••'�•.•......• '•• `\� J O tp m /// ``% N>Mjm INTERIOR a N°D z CAP(PVC) CAP(PVC) ,.".• o HINGE STILE(LVL) LATCH STILE(LVL) •` \/F E z m o chi HORIZONTAL CROSS SECTION a' �+1, n g s d GO. 2 Q to a. s � 0 • vz= '•. .' E a. R cW . •y 3 3`d e -a . _ y 35.75'DOOR C3 o WIDTHat ?� o 0 2 HARDWARE TABLE - Gl V� a 2 MAX.DESIGN G2 S�+ MANUFACTURER MODEL PRESSURE o_� o KNOB: SIGNAIURESEWES �I a KWIKSET DEADBOLT: SIGNATURE SERIES(980) ±75 INTERIOR EXTERIOR 0 a a a KNOB: 7 SERIES(F51) 9. / it SCHLAGE }75 y y 2 U DEADBOLT: •B"SERIES(1560/62) m E o PAMEX LEVER: FL315 SERIES +7S m DEADBOLT: FD7SERIES I` —1L HOPPE MULTI-POINT 3-POINT TONGUE tS0 •a N 2 X o N N Q W > O o X W L F MULTI-POINT LOCK: TRILENNIUM—Aff SERIES ±75 a Ln SEE HARDWARE See sheets 8 and 9 for multi olnt lock details. FIBERGLASS SKIN ° a TABLE P (0.125'MIN.THK.) a FOAM CORE i (POLYURETHANE- SEE HARDWARE 1.9 PCF MIN.) TABLE / ^o D Z m BOTTOM RAIL DAM 02116112 c (COMP.) D �D SCALE: N.T.S. 5 OWG.BY: JK m DOOR PANEL 2 VERTICAL CROSS SECTION CHK.BY: LFS d 2 DRAWING NO.: N FL-15210.6 0 N SHEET 2 DF 16 (a V RAClientsWastpro.Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6 dwg.36 -O n m p - ZQ 79.25'OA.HEIGHT 4' W� - = v A o -- f7 I° Q A a Q N N N T 0 O • p A I I 'a 00 .O C Q V1 Q m Q n ?w A y Z m o _ \ ON10Z 0 N l7 3v I� N 0 A ```5117 �. *:sC11INj�•,�� -ND.43409 YZ7.cS r- g q PRODUCT: Doeumenft ProParea By. ••.•••AXIOM�• ct FS Lyndon F. Sehmldt ��i I( o N FPLASTPRO IBERGLASS INC. P-E_ No. 43409 '�i���/pNq�•„�;`�� ? PART OR ASSEMBLY: mV�n BUILDING CONSULTANTS, INC. ~\ 1 J/9/15 UPDATE TO 5TH ED. 2014 FBC JK rl Vl P.O. Box 230, Valrieo, FL 33595 Im m x u NO DATE 6Y SIDELITE PANEL DETAILS YY phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ©2012 R.W.BUILO-cs CONeuLTANTS INC. R.NCIientsVt3stpro,Inc PERMANENTVIonda Product ApprovalskFL-15220 HVHZ fiberglass-Impact Opaque and GlazedkC-Dravvingskft-15210(2014)\FL-15210.1-6.dwg,4.6 ON im– I O8 WMAX,O.A.FRAME HEIGHT b 66.35 MAX.O.A.FRAME HEIGHT b 62.75"MAX.D.L.O.HEIGHT 62.65"MAX.D.L.O.HEIGHT 4.5' rn 5.75' (TYPI T42' gyp,} 01 I.Gr MAX 'C. MAX,O.C. 0 > > 00 z M z z 9 Z A P 80 a >0 M F; -:i! tn < 0 >M r�G) L Ci 1?R >Z n z -< z to 1.71" W Tim b. ct Tn L1.43'� I=T No.43409 Owls PRODUCT D—m. By: -'o 9 F16PLASTERGLASS DOOR P.E. Lyndon RO INC. "r� IP No. 43409 o�� N PART OR ASSEMBLYBUILDING CONSULTANTS, INC. L —1 3 9 15 UPDATE TO STH ED. (2014) FBC JKP.O. Box 230, Volrico, FL 33595 LITE FRAME DETAILS Phone No.: 813.659.9197 REVISIONS AND GLAZING NO DATE DETAILS FSPE C.A. No. 9813 R:\ClientsVlastpro.Inc PERMANEN7\Florida Product Approva1s\FL45210 HVHZ%er9lass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-152101.6.dwg,5.6 P A AL d D --1 O O Yc aw to 14— FF r v o a� .1 w k O C� rtt -� O vV \ X Z V C7 V O• v \` o `~ � V N `ttttltNlLffffZ� J No.43409 Lj -*° �.. •i* P m PRODUCT: Document.Pr"M-dEq; - c�i m Fi O PIASTPRO Lyndon F. Sahmldt �''i ••••'•�+� ��.,',•�p �`� itn U FIBERGLASS DOOR P.E. No. 43409 �,���pkAL��>>��� 2\ m fff1f1111t1 _ ro PART OR ASSEMBLY: eJ t, 8 ILOING CONSULTANTS. INC. O (n \ i 3/9/15 UPDATE TO 57N E0. 2074 FHO JK P.O. Box 230, Valrloo, FL 33595 NO DATE BY ELEVATIONS Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 Q12D12 Q.W.@UiLO1NG CCN6ULTANTS INC. NOTE: T 2 1. spacing for item K:6"from ends 2 A O' N and 7 more equally spaced along C �: n sidelite(9 total). L L X.G 7 U.. ,Z_z 60 7 EXTERIOR SEE NOTE I ��� 11 r r s s� m> m ��r �` o o m ZO EXTERIOR L y� 9 a o=� C m a ti aug 5d`OIL N� mda� 4 0 E 0 N 7 W 16 Z • O SEE NOTE 1 K INTERIOR 80 cc v i8 �T 9 INTERIOR oo L re y v, aEn 1 HORIZONTAL CROSS SECTION EMB.PP. P. EMB. ) °w 6 Inswing shown-outswing also approved : o r ¢ N U O E ��HORIZONTAL CROSS SECTION o a = 015 6 Shown w/IX sub-buck a a 0 0 C C'SINK O L (TYP-) m E I v 1 2 IP o ' 7 EXTERIOR 58 27 EXTERIOR W o _ M = m > � W am o � It! a J n m Z TT Jr INTERIOR —z u z L 1 I 9 INTERIOR. DATE 02/16/12 i i 63 70 80 SCAM N.T.S. 0 1-1/4"MIN. B owc.w JK m' EMB.InP-1 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION DRAWING BY: LFS 3 6 Ouiswing shown also approved DMW NG NO.: ¢ 6 Inswing shown-outswing also approved n FL-15210.6 c SHEET 6 OF 16 tv V K INTERIOR EXTERIORIS v e v , • • v M 31 32 SEE/N,OTE 1 `x'lyyajl a D `gym D '''�����r* `,` Iz, CN.. '. Z g zto EQ0 CL v Jp \V n K D' n u'a m daI°D D SEE NOTE i � L D z E o N 7 fn a 50 (S�VERTICAL CROSS SECTION 3a Q Q V 1 2 7 OutsMng shown INTERIOR EXTERIOR 1 2 INTERIOR EXTERIOR z INTERIOR EXTERIOR o (4Dj OO L" LQ i VERTICAL CROSS SECRON 2 VERTICAt CROSS SECTION 30 3�1 32 �'3 m � 0 7 Inswing shown-outswing also approved ~ r 7 Outswing shown-inswing also approved =5 Q s a;r w 34 NOTE 2 v LI o w a 1.Spacing for item K: o b"horn each end a a and at centedine. m E INTERIOR EXTERIOR INTERIOR EXTERIOR D _ 4 'M" a a 0 z_}a C b 34 50 6 VERTICAL CROSS SEC110N � N x 7 Outsw ng shown m 4 z x 8 SEE NOTE 1 w 36 37 38 K 36 37 38 z o' Cr �m w ? a 0io E �� E i _:\\M\Z SCALE: N.T.S. 9 ° °w°.BY: . - D cwc.BY: LFS 3 3 VERTICAL CROSS SECTION �4 1 VEIMCAL CROSS SECTION 7 VERTICAL CROSS SECTION CHK. "O N 7 InsMng shown lnsMng shown 7 Shown wJ AOA threshold FL-15210.6 0 ;;m 7 OF 16 V a R::\ClientslPtastpro,Inc PERMANENAFIorida Product ApprcvatslFL-15210 HVHZ Fiberglass-Impact Opaque and GWedtC-DrawirtgAFL-15210 t2014pFL-15210.1.6dwg,8.6 A Z c AOVERALL HEIGHT - --� v> i• HANDLE HEIGHT o !i A O mm }eag• G) m D m 10.04' N y o� Z-A. --4.63" IY wi 'c O s n m � ---- 3 C; s N !J 42 (V J , is ai.T 10`'F,3Cj4 / No.43409 � s x n PRODUCT: 13—monts Pmparod By: �� •" Lyndon F. Schmidt sib '"R � JJ ! PLASTPRO INC. P.I- No, 43409 �i�� /pNA,, ip 9 Z\ F18ERGLASS DOOR �tjtttlliitttt PART OR ASSEMBLY: �/j�[ BUILDING CONSULTANTS, INC. Imo' p x to�� 1 3 9 t5 UPDATE TO 5TH E0. 2014 FSC JQY 3—POINT LOCK DETAILS `• W P.O. Box 230.Vch1co, FL 33595 I n> ND DATE Phone No.: 813.659.9197 REVISIONS POPE CJL No. 9813 Q12012 R.W.BUILDING CONSUL—N-INC. MCllents\Pldstpro.Inc PERMANEM clorida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GlazedtC-Drawings\FL-15210(2014)\FL-15210.1.6.dwg,9.6 T W� m N Ff V A ac m Q 24.25' 23.(7'— It .27Y1' s PRODUCT: Document.Pmpared eyt r ''" PLASTPRO Lyndon F. Sdnmtdt i �•p•�, . • \��� FIBERGLASS DOOR P.E. No. 43409 ��j7�F/ONS \\ in D .. 2 --, 11/lltiilttt\1 o N '" r- y PART OR ASSEMBLY: �(j�j BUILDING CONSULTANTS, INC. �� to 1 3 9j15 UPDATE TO 5TH E0. 2014 F8C JK 3-POINT LOCK DETAILS "" P.O. Box 230, Votrico, FL 33595 N NO DATE BY Phone No: 813.859.9197 REVISIONS FSPE CA. No. 9813 2012 R.W.6llILplNp CON6ULTONT3 INC. _ 3 T' SEE HINGE Itt 4' �, — (Typ.) 3 DETAIL(TYP.) `4. `p 0 z _ ° n `oL 2X BUCK SEE DETAIL 2 a ' 1 t I 1 \\\ o M m zo TYP.HEAD a �'� a„ o o MASONRY o &JAMBS " MASONRY Cs 1X BUCK b. s-0 z o z tai OPENING OPENING TYP HEAD h g u a 9 m co a a FRAME &JAMBS — �J g LL o m o a 2X BUCK € oz 0 Il s 2X BUCK ! b 1X BUCKH TYP. ga SILL D 2X BUCK L o 0 cso z ?a o Ln w o � i Ti_ Ti agm SEE DETAIL i °�-�N " w l`a z SeN BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB HINGEDE7AILU O x o XX XX Insuring a a a O 5 m 1X BUCK LH E 28 9 Q 2X BUCK a LL ❑ N 11 z Un = 27 w Un CONCRETE ANCHOR NOTES; N a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. HINGEDETAIL ti 'o edge distance to mo:torjoints. LATCH h DEAD BOLT DETAIL a nH z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to I X BUCK Outswing a maintain the min. edge distance to mortarjoints,additional concrete anchors � z may be required to ensure the 7.iAX.ON CBJTER'dimension are not exceeded. L 2X BUCK 0 3.Concrete anchor table: w v ANCHOR.ANCHOR . M!N. -MIN.CLEARANCE MIN.CLEARANCE 32 n a ,TYPE-' SIZE EMBEDMENT 7O MASONRY TO ADJACENT �. - EDGE ANCHOR O o z TAEi PC N$ 1/4" 1-1/4" 2' 4' Z c 21 ELCO i/4" i-i /4• i' ,�' O DAM 02116172 z n ULTRACflN SCALE! N.T.S. 9 Nw 9 3/11' 1.1/4 3" 1.111 DEiAlL2 DETAIL I OWG.BY: JK m TAPCON DETAIL 1 d cNx.sv: LFS 3 a WOOD SCREW INSTALLATION NOTES: ASttOggal throw bolts Attach astragal throw bolt Astragd throw bolts rc A 7.Maintain a minimum SI8"edge dstance.1"end distance,&1'o c.soncing of Ot the threshold strike plate I. frame at the threshold aea'MNC NO.: N 5 wood scrows to prevent the sptltfing of wood. (Outswing) as shown (Inswing) ft—15210.6 a SNEET ]0 OF ]6 N i g `4�. MULLION T � T "�• .. 4"(TYP.) -. 4. (TYP.)...- _ 3, T'(IYP.) (TYP.) Z z�' 4,(TYP) B,,m.P.) r,(TYP-)J (TY P.) 3"(TYP.) (TYP.) O, 1 1 11 1 1 If 1 1 I I I I I I 1 1 I I 1 1 I I 1 1 ,�� '' •••.• ' •'t`` ,�� _ ttt z d m 6 c SEE DETAIL 2 _ yd SEE HINGE \ a 0 x z.) G Z o O MASONRY D L 2X BUCK L DETAIL(TYP.) N u g 9 m cw _ d on. mY O c OPENING - n AMB p np��HEAD MULLION m a MULLION Z 2X BUCK _ - &JAMBS - °a E o c vi zo p TYP. '- o slu —d I I I I I I I } o Q i OQ SEE DETAIL i o. a o �X 6 BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING m as W � OXXO OXXO m a ¢ U K Y u O O O ~ On tr a � 9 9 0 28 L _ HINGE JAMB m m E i 27 w Lo w o i LATCH d DEAD BOLi DETAIL HINGE DETAIL HINGE DETAIL w Inswing Outswing CONCRErE ANCHOR NOTES: w 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Q edge distance to mo forjoinh. H I X BUCK a 2.Concrete anchor locations noted as'MAX.ON CENTER'must be adjusted to - maintain the min.edge dstance to mortarjoinG,additional concrete anchors ZX BUCK may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. L w z 3.Concrele anchor fable: E ' MIN.CLEARANCE -Mitt.CLEARANCE SZ a 0 ANCHOR ANCHOR MIN... m o 70 MASONRY TOADJACENT '� F TYPE, ,` SIZE EMBEDMEM ._ EDGE ANCHOR ^Z a w z ITWa ]/b" 1.1/4' T Y arE:02/16/12 z ¢ TAPCON ELCO O scnbwc.ev: JKE N.T.S. ULTRACONW 1.1/4' 1" 4" a m a ITN 3 Is TAPCONa 3/16' 1-]/�" 3' 1.1/T CHK.ar: LFS DETAIL i DETAIL I DETAll2 owAwwa Ho.: WOOD SCREW INSTALLATION NOTE: AStrDg OI throw bolts ASfTOgDI tI1fOW fJ011S Attach Dshagal throw bolt ry I.Maintain a minimum 5/6'edge distance.I•end distance.&I"o.c.spacing of Of the threshold O1 g e threshold strike p101e 10 frame FL-15210.6 0 wood screws to prevent the splitting of wood. (Inswing) (Outswing) as shown SHEET 1 1 OF 16 ro — — O V R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-impact Opaque and Glazed\C-Drawings\FL-15210(20141\FL-15210.1-6 dwg,126 V W O Iin t7 1V 1s2 r O _ a iV Cli �-j D] i N O � I � I y B 0 A 0.573" o 0 Ij D m � o I1I -r I 0.05(Y' 0 V w I I I N � � o 3o ova J rod C9 �C9 O c i 3 L I y � � �HM�� No.43409 vI x PRODUCT: Documenb PreparM ' Y9 Lyndon F. Schmidt i �pEBCE'�••(p�`� i FIBERGLASS D DOOR P.E. No. 43409 o Z BUILDING CONSULTANTS, INC. D j y m PART OR ASSEMBLY: P.O. Boz 230• VDlrico• FL 33595 m hs NOZDATE UPDATE T005TH ED. 2014 F8C 6Y ASTRAGAL DETAILS VV Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813- 1)2012 R.W.BUILDING CONSULTANTS INC. R:\Clients\Plasspro.Inc PERMANENTWIorida product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glared\C-Drawings\FL-15210(2014AFL-15210.1-6.dwg,13.6 OD O 0 3 I o-0 TOP .. ] y 1.75^ ' 2.76' y I Ww > Q 3 c A T 4: O O oa v o a y Q �rw C 0 P p m O 3 I'z n; s>l y o R �{ I 0.51" =.g m I � m s S 33 _ cn > O 2 Y A c O N N � y y I N I y IDA r V ru C o y m y H pe O O V y I i - �, BOTTOM `1aunluq No.43409 '* PRODUCT: Documanla Pmpared W. •• `_ PLASiPRO Lyndon F. Schmidt ,�,p�•-.,,,,,,.�p IW I q FIBERGLASS DOOR P.E. No. 43409 �OfVA%11�% o N ?\ BUILDING CONSULTANTS, INC. PART OR ASSEMBLY: p fn 1 3 9 15 RW UPDATE TO 5TH ED. 2014 FOC JIBY ASTRAGAL DETAILS P.O. Box 230, Valrlco, FL 33595 ID' rn N NO DATE Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 2012 R.W.Bu1La11,G C----INC. R*.\Clients\Plastpro.Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg.14.6 V O < TOP ,m O -- 2L Z a A-A 3 v, c I y y 2.65'-� a 9. ( 0 y V y W 9. r Q O V p yr7 M _ o yr m �O m -^y O C v � ? I JO a+ c x I b O I c W r a m �-( ~0.37' 3 = N C I 3 T o O P = Z 0 V y cn O I 0.50" F7 .a 7o J n 3 114� P !%3 W 4 BOTTOM i Z5 tr, No.43409 yzi•il; * int PRODUCT: Doaum.rds Pmoomd By: H iz x PLASTPRO P.E.Lyndon F43409 Schmidt / •/AtOR1D► c g g I o FlBERGLASS DOOR /ry/ Olygl ``�� i N 111111(1\1 to N P y PART OR ASSEMBLY: //��� ,/ BUILDING CONSULTANTS. INC. UjjdjUID�ATE5TH ED. 2014 FBC JK - U P.O. Box 230. Valrico. FL 33595 Im m gy ASTRAGAL DETAILS vVv Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 201 2 R.W.BUIL-Nr-CON5U---INC. R:\Clients\Plastpro.Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6dwg.15.6 00 a w N c 1 �Z (X DOD �� c a z { O O Z I �.3! 1°'i - w V a A� oma. 6 0 0 o I i ---� zs V r9 Hc a N Q OS Q OS C C F 3 N C H A - m N A y dj P_ M1 6 6 0o F----{-1.3" 1.4" I N N IJ w Cn S A y 1m0 •O V I N � N 1�2 m 1W 1_ 0 m II F- t.75 10.75' i z N O Imo- 4l 0.07' T y 0.937" s O � p > I v m 0.28" 0 p x 3 ••No.43409••• ' f/Z7.,rs INS * a x o o PRODUCT: Dxumentx Pnpond By-.moi . Lyndon F. Schmidt ��i/ Rte'•• `���` _ I a 3 O PIASTPRO INC. P.E. No. 43409 Ij��Q(V�LG\ r z / 9 Z\ FIBERGLASS DOOR 711111111tttt O PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. 1 3 9/15 UPDATE TO 5TH E0. 2014 FBC JKr��/I/ P.O. Box 230. Valrico. FL 33595 I°s rn N NO DATE BY vv Phone No.: 813.859.9197 REVISIONS COMPONENTS FBPE C.A. No. 9813 02012 R.W.13UILDI14G CONSUL-TS INC. BILL OF MATERIALS' S5 #1 U X 1-112 PFH SCREW: ���� * ',,��i� STEEL trEAa 6E5CRtPRON MATER1At 57 BACKING PLATE — _ STEEL Q A IX BUCK SG>=0.55 _ yyrppg 58 #$X 2"PFH WS i STEEL B 2X BUCK SG>=0.55 y�ppp 60 MULTI-POINT STRIKE PLATE - STEEL U Z n C IM MAX.SHIM SPACE 62 LOCK ASSEMBLY STEEL �: z -u 0 om 0 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 65 DLP ASTRAGAL ALUM :� R 66 CONCEALED STIFFENER E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ALUM ,'j������ttf �t ti���`�`'` o m z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 67 SLIDE BOLT ROD G 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 70 ASTRAGAL BY ENDURA ALUM H 3116'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 71 BOLT RETAINER(4-3/4') ALUM l g ' z o Z v 1 114"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEi g0 AST73 DE BOLT RAGAL BYOCOLUMBIA ASTEELLUM v. a "� m a a0 IL IL K #9 X 2-1/T PFH WOOD SCREW STEEL o L #8 X 2-1/2"PFH WOOD SCREW STEEL 81 FLUSHBOLT RETAINER ALUM g �`o M #8 X 1-1lZ'PFH WOOD SCREW STEEL 82 FLUSHBOLT RETAINER ALUM e o= 1 POLY FIBER JAMBCOMP./VINYL FLUSHBOLT ROD STEEL ,L! N 2 FINGER JOINTED PINE FRAME WOOD" 88 2X REINFORCEMENT SG>=0.55 Vt'OOD 3 EXT.FRAME(ODL) ALUM. �� 4 INT.FRAME(ODL) ALUM. v, 5 #7-19 X I-3/f PPH SELF-DRILLING SMS STEEL c a �^ 6 #10 X 1,9/4"PPH WOOD SCREW STEEL a w 7 WEATHERSTRIP FOAM a 8 DOOR BOTTOM SWEEP VINYL o o s 9 4'X 4'BUTT HINGE STEEL a ro 11 #9 X 314°PFH WOOD SCREW STEEL c 12 NON STRUCTURAL SEALANT SILICONE 0 13 STRUCTURAL SWCINE(DOW 995) SILICONE a a 15 EXT.FRAME(BY ROYAL MOULDINGS) PVC ° 16 INT.FRAME (BY ROYAL MOULDINGS) PVC ",m E 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT"TONGUE'MULTL-POINT LOCKSET{Mfg.BY HOPPE) STEEL m 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL N 27 LATCH STRIKE PLATE STEEL v s 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL w O 29 ADA THRESHOLD ALUM _ 30 OUTSWING THRESHOLD AWWWOOD o 31 OUTSWING THRESHOLD ALUM/WOOD w a 32 OUTSWING THRESHOLD ALUM/WOOD a a 33 OUTSWING THRESHOLD ALUM/COMP i 34 OUTSWING THRESHOLD ALUM/WOOD a` 35 OUTSWING SIDELITE ADAPTER VINYL rn w < 36 INSWING THRESHOLD ALUM/COMP n o 37 INSWING THRESHOLD ALUM/WOOD z w 38 INSWING THRESHOLD ALUM/COMP z � 39 INSWING nate W 16112 SIDELITE ADAPTER VINYL o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION 5 N.T.S. DETAILS Dwc.er: JK m 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR— 50CHK.BY. —LFS 3 CONSTRUCTION DETAILS FRAMNG NO p PL-1521W.6 N 0 aSI�C£7 16 a' 16 � .H ks •- lastpro `��I�,.• .•V moi' � P 44: c�: •tc ;a=� 0, 5200 W. CENTURY BLVD. ';N' z w'•• LOS ANGELES, CA 9004537.50"MAX.OA ............ '� i ``" z c m d FRAME WIDTH �rjtttririt,s a z vor•: JE ° � v Smooth / Wood Grain / White Wood Grain .a ;j m a a Rustic /Mahogany ntsanr�nc�� •.ursWtnr� � as � w ra o o 0 0 tF zo z 42 wcc ¢U S � � J GENERAL NOTES 8E F a- !2 �? 1. This product has been evaluated and is in compliance with the 5Th Edition ci o Q o4 0 (2014)Florida Building Code(FBC)structural requirements excluding the"High '.4 a a Velocity Hurricane Zone"(HVHZ). a a 2. Product anchors shall be as listed and spaced as shown on deto4.Anchor embedment to base material shag be beyond wall dressing or stucco. c In 3. When used in oreos requiring wind bome debris protection this product s complies with Section 1609.1.2 of the FBC and does not require an impact N rn 5 resistant covering.This product meets missile levet"D"and includes Wind Zone 4 a as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. w a � 4. For 2x stud framing construction,anchoring of these units shall be the same as p ti ' that shown for 2x buck masonry construction. b 5. Site conditions that deviate from the details of ihits drawing require further : 8 engineering analysis by a licensed engineer or registered architect. E w a A z Q � TABLE OF CONTENTS F SHEET# DESCR ICIN 6VfRALL DESIGN PRESSURE(PSF) 'z U c i Typical elevation,design pressures.&general notes � Darr:02/16/12 i 2 Doorponeldetails SWING DIM EN-S1'0 . .POSiTIVE NEG a sentr: N.T.S. 3 Horizontal cross sections MG.er: JK W s 4 Vertical crosssectlons INSWING 37.50"x82.00' +65.0 -70.0 CHK.ft; LFS 5 Buck and frame anchoring-2X buck masonry construction onnW{NG Na: ro N 6 FpUTSWING 37.50"x 80.37' +65,0 .65,0 FL-1521 rome anchoring-I X tuck masonry constructlon 3.1 w 7 Bill of materials&components s"M 1 of 7 r s 79.25"MAX-DOOR PANEL HEGHT � k NN 0 C, 0 M 010 1.24' 9 C2 AIR TOP T 1,20 y m 0 O go I'sw T1 1.57' I MM ITT M O ==7 pm m 0 110 N0.43409 PRODUCT, OoeumenW Pr.$M-d W. A,01tv* Q Lyndon Schmidt raj PLASTPRO INC. P.F- N.. 43409 m FIBERGLASS DOOR (n PART OR ASSEMBLY., BUI�.ING CONSULTANTS. INC. 2014)FAC i 22 r5 upoATE To 5TH E5. Vatrico. FL 33595 N) NO. DATE DOOR PANEL DETAILS Phan. No.: 8;3.659.9197 -J REVISIONS FBPE CA. No. 9813 0 2012 R.W.0"If—MG CONOULTAWS INC. naurcuu�nmwro.na rcmm�ircrv,�nu,ua nuuou npy wm>�r.-a�caary uin nrye�wununri-ioufia.a-.o.ur+y.ai W p d 4 � n p a p p n pnp a ' W N p p q0 0SO {y _ d �0 a e d a as q dQ a w � W W IVW,, N m rn rn 0 t 7t1 7u O ic) O 47 W ac N N a m o O � im M Z m m 0 4 Jap W - o v�n`a �=r -4 ~ Qo F 7 o = W p a p ,• . v pv � No.43449 o x > PRODUCT: Omumente Prepares m .. Lyndon F. Schmidt ��''jA�, - ..•(sj •:'� iI � PLASTpRO INC. P.E. No. 434019 o N z F7BERCLASS DOOR PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 4 22 15 UPDATE TO 5TH ED. 2014)FBC JX P.O. Box 230, Vatrioo, FL 33595 w ro NO DATE BY HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPB C.A. No. 9813 ®2072 R.W.BurLDWD 1?aNeflLraNTB JNc. x.�w�entstnas7pro.mc7•twnnrvLrvitrionaa vroauc[a.pprovanuL-i�eutt-urawingstt.urten7t[L-istit.i-,Zr.dwg,4.i c A W ' C _m m A W n O A" O ° �0 m O r °> � n CL so� f� 'Q t22 ° > O O �} o-Q v ° W N y > acc a 0.15" a C SINK ` (TYP.) ° r 1-114 MIN. EMB.(TYP.) Y tn > J 202 C> P c v rn c N m x r O LST Q ° to y [c Q >° O• f D > D 4 m 0 A 1-114"MIN. EMB.(iYP,) N0.43409 PRODUCT: Doo—ts Propared OY: '*7 S Lyndon F. Schmidt �i FLoRtV►:'••dO�,,` ( i N PLA.STPRO INC. P.E. No. 434D9 � D FIBERGLASS DOOR m BW7DlNG CONSULTANTS, INC. �- ry m PART OR ASSEMBLY: �{ � p, �[ x to\ 7 04 22 75 UPDATE TO 5TH ED. (2014 FBC JK J t+ P.O. Box 230, Voirico, FL 33595 � sv NO DATE BY VERTICAL CROSS SECTIONS Phone No.: 7313.7359,9197 REVISIONS FBPE G.A. No. 9813 2072 R.W.BUILDING MUNBULTANTe INC. Bill OF MATERIALS ITEM- DESCRIPTION MATERIAL Im I MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 2 1X BUCK SIG OZ5 WOOD air) 4 T- WOOD 3 2X BUCK SG>=0.55 j Dow 4 VVIOAX.SHIM SPACE ........ v', 5 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL0 0 6 #10 x 2-1/2"PFH WOOD SCREW STEEL 0 x 21 8 #9 x 3/4"PFH WOOD SCREW STEEL H.- cl! fg cw 56 00. 9 DOOR FIBERGLASS U) 4W 4.5N' 7 a.0:IXL 70— INSWING DOOR BOTTOM SWEEP BY ENDURA VINYLry NgWN.0.075"THICK) iq,A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL z°0 1 REINFORCEMENT WOOD FOR LOCK vr WOOD ui % 9 S.: . 12 FINGER JOINTED PINE JAMB WOOD 13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.12"--1 2.12, 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD —5A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM.I WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 12 JAMB Y3 FOLYFIBER IAMB QEn 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM HE I.-,M 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 085 . m ol co -j 18 1 KWIKSEr DEADBOLT-SIGNATURE SERIES(780) STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE -0 21 4x 4'BUTT HINGE STEEL 23 POLY FIBER JAMB COMP./VINYL 24 HINGE&LATCH STILE CELLULAR PVC 25 TOP RAIL 6 DEADBOLT STRIKE PLATE CELLULAR PVC 4.56" 4,56' 2 STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM./WOOD 29 HINGE&LATCH STILE REINFORCEMENT LVL L ,.-.-.-- 30 11/4"X 3-314"PFH ITW CONCRETE SCREW0) STEEL z 31 #9 x I PFH WOOD SCRBV0 STEEL T WV) 32 1/4"x 3-114' STEEL PFH ITW CONCRETE SCREW a-: I m 33 3116'X 3-1/f PFH ITW CONCRETE SCREW STEEL OUIS ----WING IUMP IffW1101D 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS w 5.67'-- z z tj DAM 02116112 y SCALE. N.T.S. on o'. JK In CHK.BY: LFS i ,� ADJUSTABLE INSWING Sllt DRAWING NO.: ri FL-15213.7 ISHEET__L DF_Z_