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HomeMy WebLinkAbout16674.17/8/2020 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised of 12/12/2019 12/13/2019 12/16/2019 07/06/2020 FL # Model, Number or Name 16674,1 A Design Pro / Smooth Pro / Studio Fiberglass Limits -of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 16674.2 Description Single (X) Impact Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x 8'-0", Inswing and Outswing Certification Agency Certificate FL16674 R14 SAC NI011919.Q1��pdf FL16674 R14 C AC NI 11 1 -R .pd Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FLl 674 R14 II 16674 l 5S 2019-10-01.pdf Verified By: Hermes F. Norero, RE, 73778 Created by Independent Third Party: Yes Evaluation Reports FL16tiZA R14 AE PER6264.2- .pdf Created by Independent Third Party: Yes B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Fiberglass Door, 3' -0" x 6-8" and 3'-0" x 8'-011, Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ Impact Resistant: Yes Design Pressure: +SQ/-SO Other: Certification Agency Certificate FL1 674 R14 C CAC_.NI01191 .O1-R11.gdf Yes FL16674 R14 C CAC NI01191-R11.pof Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL16674 R 4 JI 1 74.2 5 2 1 - - l.pd Verified By: Hermes F. Norero, RE. 73778 Created by Independent Third Party: Yes i Evaluation Reports FLl 74 R14 AE PER 6 1 - 0-Ol.pdf Created by Independent Third Party: Yes 16674.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque Fiberglass Door, 6'-0" x 6'-8" and Fiberglass 6'-0" x 8'-0°, Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other; Certification Agency Certificate FL16674 R14 C CAC NI011 16.01-R13.pdf FL16674 R14 C CAC NI011916-R l.pdf Quality Assurance Contract Expiration Date 03/30/2026 Xnstallation Instructions FL16674 R14 II D01,56%-DP SP OP4 LMI ASTM XX FBC SS 2019-12-12 fldf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 674 R14 AE _PER6266 2 SS 201,2-1Q-0Lpdf Created by Independent Third Party: Yes 16674.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Fiberglass Door, 6'-0" x 6'-8" and 1 6'-0" x 8'-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: +50/-50 Other: Certification Agency Certificate FL16674 R14 C CAC NI011917 01-RIO.pdf FL16674 R14 C CAC NIO11917-R11 pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL16674 E14 11 D01 6 7-DP SP GLLLMI ASTM XX FBC SS 2019-12-12.pd Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R14 AE PER62 .2 SS 2 19-1Q-01. df Created by Independent Third Party: Yes 16674.5 j E Design Pro / Smooth Pro / Studio Single with side fite(s) KO/ ON O,X,O) Impact Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" X 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate http&//floridabuilding.Org/prlpr app_dti.aspx?param=wGEVXQwtDgsHepng4%2fS6elY08135hBDt764RD9356C7OQhHPYltDEQ°/aid%3d 2/4 0 -r p O v G � A W V m A W N T N m Q AmZ A O y O_ C7 0� DAD AD b OSD-I p m m x� p y O T m Z D w x c N m O C z T to r z p a••• a n z v Z O czi��m n ao no zDnq �nczin �=i=r �'�'a�no O � A 2V'rn x D ➢ '^'i oowo�oz r Ln ~2� vZi' O C•n �n n v' o ��O V v� v0 c zv oA o zm m nm nc.��$r;b� c0 D ICI z o nx No Z 39m ,`- p� OyO OOv� xor9,x OZ y -i4 V' A'OA m w-nz Nm52 W H 2 mmH a vmi m s vZi nn0 �2r nCn Ky-i m nw 2 nl \I� Y m Cii Oo�Ar v O azz mop Z? V 1 ODoyK DDm gc) yr)0 O -DI 0 n0 O G Z 2 p x q n 2 m L �CTZ m A '"OA m A o3 D m 3 ( � Ln a � xi to O m 2 ~ -x Oc9 o O mOn �Dp 9 ❑ q 2 \J -Z�i O =1 m = � m N Z 3 m m A D vmi O iW F Z~ c n 0 Om v" ._ y n S z Z Z Ll� 03 m m p OnD 1{ [uJ L"J Z QDCtmi� O 2 Cmm p C) p p zz3 rn V o 0 0 09 Z Z -_ O p ] m? n D 2 O o RD O x mho nz `__ axr Di" A y0 n Try :Vl oz � Ob RR P�! a © mo fn z z zy m om O G C m Am 2 T L] QUTSWFNG: 81 1/$" km Sm �a O z r� OUTS W ENG: 971/S" r—INSWINGT 9715/19" MAX O.A. FRAME HEIGHT W K � ® O S m r SC � O p Qf-== �®NJ Tr}t HINGE LOCATIONS �%W ,1111111111ff// zg;�om 'a TITLE: DESIGN PRO/SMOOTH PRO `j - ��0 �i� P;-ou n IMPACTAPPROVED T - • %•� � �?�p G1 TYPICAL ELEVATIONS, DESIGN L P t„ �ra C PRESSURES, AND GENERAL NOTES o _m �y Q a41 so c np•••, v '•, + • •,•, +� S> 3737 LAKEPORT8LVD., KLAMATH FALLS, OR 97601 3 " �' ti o 3 m �� ��i �` ��/�*•\��,, °> 3 "" �srz JELI3 BEN PH: (S41)882-3451 FAX: 543 uyvoows ff nooxs l )650-2609 0 -A zy m 0 1 Opp❑^p❑ my� Nn a v O v s� 0 mC CK 5 rn c A spy AmZbm $m En mQ-z=a =a=pr 0ti0v z 1 Ej d I}i N N N U'I N Ol rQ a 0 Q y Z C A � a 1 Q x z 0 z s b O Z � myy m n O N z =1 mAm y AA 4 Pb �mr y m � i c c n� z m N w '�• � Q c n y FM v� N v by rn VC �r N ro3 m Q it �n oa v m u• s.i s- P W - - - z oxx 2 n �o$o�y Aa" cnbn3 ,3� ^ �a zm p0 �C AO'L_Pr- ra Omo >mrA DC m-�'i j ti o! 0x v i y p !9" „m �'„r=mrsvZ fg Om`K Cn0 oamzz -e fcQ y a dz Omlo 0 z C23 oz OIZOn x� mn z'l a C 0�2z z z V,m C yz�n.. n O in Cy pm a y D m nn zxx n m� �Q OmAG1 "'fin Cc z0 mr znri so-. 3a m vv �n-qi o4 izD i aan�0 'szm am Ctim za nb0 c oz 2m C , 0 $D Zaq Glm �yC>C� A `{ IPi+v$, A Z rnC ZOO n �m2 m xy my0 x nee z =D c ? ma3 3� p Oo m mo b`n=g a Oy mC n rn= n a II m Cm Cnj m N a 00 z nr{ O p D oo m az 3 i Mx 2 m os a0 z nZ o z a z n3 + a me 3 N O m m 00 na c �' x m z z o�+ v_ o� O �n n n 3 C 3 a p 0 Z R c 3 m oz y A- �0 GI O A b m O y N a 3 2 Z m 2 p x -iD pa `- v m rD aO ❑ � �z � mp � 0 Wy 2 0 o OUTSWING: 971/8" a INSWING:9715/16" MAX O,A, FRAME HEIGHT O A a 0l0 m "TYP, SEE ANCHORTABL 6°TY4 y N A p0 ➢ n ® m 0 A m t0 rl ® " m 1 ?D a ~' pp O m 2 C A ^ z � { Q a � O z SEE ANCHOR TAK x IiO v v °n A ti rc�i m Ntiti111iH1r� ���Zjd ���i,3-,� P a ; TITLE: DESIGN PRO/SMOOTH PRO �`� q �^� ••'••. �gs�` a � � L5 IMPACT APPROVED cv we m b TYPICAL ANCHOR LAYOUTS AND NOTES W �-i O O p m: �c a 8 0emb� F '� 9 8 n 3737 LAKEPORT nwp., a � 9 .A F ••-., .". , , ��Ii �* � ,���� �, 5 g � - �� m 3 S a KLA WATH FALIS, OR 97601 JELDr�VENPH- (5k1)982-3451 w l M a o w s F BOORS FAX: I591}850.2609 a " 41�lk0 a� cs- o 0 o sD \ r _ x d B 2 - .� § »? \ � \ ° m » m . » CA / � % cz�- )LO �CN &� (� 2 - q O § rn 2 k �m m r /2y r � CA \ r / � j ! �$ q O 71 /K kFj § k \ \ \ ! 8& r . r - \ 2 ®_ f con z 'N ~- )9/ _ ° ® m ƒ\\/jR\ L/ ;I ®>;; \\ 7U: nr mO _o mo amoAPP mV VERTICAL a kMBLEls �EL� ~PMATH \� ave.�'­ MR N1>r lV O V rJOf m c rn �ti m � 2 O C _ D Z r o r z 0 n X D 'C�g x m `j C7 Ln az u, �W 4�- "Mal 0.79" a _ "i k'61111 0.63" I TITLE: DF51GNPRO/SMOOTH PRO "•• ���' a s u IMPACT APPROVED w m m n Z HORIZONTAL ASSEMBLIES r p a A 3731 LAKEPORT Bt VD., °tj`v • ,�� p g o n m KLAMATH FALLS, OR 97601 PH: (541}982-3451 g =" R " t O� , 4* _ •l\\\, P ^ y 4 n 7w n JEL"EN W I N D O W S L D O o R S FAX: (541)85¢2509 9 Z n IQJ m n0 aOz z ,A> zaz oon x mb cS3� n�m � r b FGs C oc 0)OD �}� �� MIN. EMBED, 5EE TABLESHLET2 o zs° a O o N O o C = Max. SHIM bo 2 M z z m wm 3 Qn 0> ov co i Om n xm N m� p n v O a w S ti O m � c o c n x C MlED SEE TABLE SHEET 2 H D �m "m ZD o z m p m o m3 D 3 a :E v A A m r{ 3Xv_ \ \\ 0 mZ � i O A O n z O m _ 0 0 m O N ]c n 1 W O $M 10 mz Tz1 � Ppa nm a o�z xznrz mo mZ m on c A p m � O n X C7 W n 0 p O n ]c ° y1a 1!/1j mn = 3' y g K TITLE: DES PRO/SMOOTH PRO a IMPACT APPROVED w m o z Iv 3. zfi = =30�0 WOOD SUBSTRATES ti -4 o lit i/l Q1 Cc) o O rn€quo_ Ft > LOft- ym n 3737 ��<O �� (n / -'•• `�Y =�pi9n •••• U ~>" ••�.�+1�\ �^ 3 o p - D ��+�17 1�i w e H n o w s c nooks LAKEPORT BLVI) KLAMATH FALLS, OR y7R01W�s„N PH:[541}RS2-3453 Fax: E541)R50-26M pp -c Z n V co V 4h V MIN. EMBED. SEE TABLE SHEET 2 C7.25" O a P p MAX. SHIM m y0 _ 0 aP c II m L Z rn n =� p nn S W Z = r cl n � a 4 P A M m A (fi4 n i n 4�i z m3a N A N� 'On p n Kpp xzm m �p 0p7 o xzm V MIN EDGEDIST. SEE TABLE SHEET 2 7,0 - 6 P z p ~L Y O ^ n A m N �• m x o N -\� X p N � G1 p r �.. CP n r ,Yn z n O DC a v m p=p nA �z �m mano CD O OD z� m m a S z a xx N 9 m VV V4d V a C � � N £0 4P N 0 zOti ati �rn �rn � p, �rn no o� 4 G�i n bn m P n z P :°o r rri o r m O L r _ M A r� 2 L c r- CP C r A r a o A �on `" bm s � r�nzm N O Ul� L 0 z IV ul LA Ul Lo W Ln � c s k TITLE: � q D m � 3 g 3737 LAKEPORT BLVD., KLA FALLS, 97601JELD WEN Pll: (41)882 3451 H iunows s D00as FAX:(541)85D-26D9 DESIGN PRO/SMOOTH PRO IMPACrAPPROVED CONCRETE SUBSTRATES 0 0 1.65" T n O i.25 r��� I � 2 to = ` m m O A a m S n` mD o� m Ln v c= m D g 3 3 r y c QO p r 8 p0 p m O � M m n p> m m m o 9 Q Q m f ti ti m � 2 ! = O r C7 r = m in S U r p Ijl 0 0 aso^ 71 m v+ 1.37" xz m N c d g 0�� O C� e ® m � ® o � x x 79.75" [8'A"I r ma r c� _ � � C 00 v a ° z a r- e a o O o n e o o f1 p a ^' D 0_75" v D LA Ln d 79.25" j6'-8"i m =Q 95.25" [8'-0"j O U° r�l- 07 m y o Q O 0 _ N m o n _ n p ttllliiifll "" = m TITLE: m �� IT'M DESIGN PRO/SMOOTH PRO IMPACTAPPROV£Dm O- a z <'; `n =_ 3 COMPONENTS AND BILL OF MATERIALS mii'g zUl V1 n U'1 = - V m3737 LAKEPoRT RLV�a O KLAMATH FALLS. OR 9760 8 m1n o� .�`9^dm °�' O JELvEN PH:{541]R82aa51..\n ...Jws c Do FAX:1541j850-2604 m�