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HomeMy WebLinkAboutProduct Approval R:\Clients\Plast ro,Inc PERMANENT\Florida Product A rovals\FL-171MC-Drawin 51Cunent\FL-171&1L2,1-.25.d ,1-3 m oe C OS, JO A '�O f [V T ooZ r a�n o + � s D (� — c:A �y}Q •O ?.y V N o n °z y 0O Z O A a! A W o Q 0 0 A cin \� A� I A tJ A A v d 0\ V WW WW pp m M M A ww �Z m f a v tV FAm f p o 0 3! X X ti 0 A c tJ Or n V v c pp r 0 H n wt+ m -4 > �Z o-x C3, o �yo O .A �Zcn Z o V? 5 Q _� Va n °0 TCD a < a a 0-1 e V c - 0 n r c A .0 n m to T 0 �O Q Z ° v ° �mn a No.43409 ���z lZ7i�.fl• PRODUCT: Document.Prepared 9y:�� x ° [� PLASTPRO INC. Lyndon F. schmfdt 20RIOR�•a'�G``�� I cc FIBERGLASS DOOR P.E. No. 43409 ? LLnn PART OR ASSEMBLY: mVK BUILDING CONSULTANTS. INC. 04 222 1MUPDATE :E0. 014) FBC JK tl� P.O. Box 230, Volrico, FL 33595 Iv DATE BY HORIZONTAL CROSS SECTIONS YY phone No.: 813.659.9197 13 ISIONS FBPE CA No. 9813 d ©2O1 4 R.W.9llIlDI—Ii LINSULTANTS INC. f + 1! R\Qients\Olastwo.Inc PERMANENT\Rarida Pmduct A rwal FL-17194\C-DraMn s\Current\FL-17184.21-.25.dw,1-4 m m oe e ° n G rn m � n Ate- e 4 oa 0 ° A Cx 00 0It mNy ° °a 0 n O V ;v Z W ° m d a 0.15" C'SINK J d a+ (np) ° z l-l(4"MIN. 1-1/4"MIN. EMB,(TYP.) EMB.(TYP.) Z o O �m > v^ ° aA N� O_ A Z ° N O 1-1/4"MIN. EMB.(TYPJ 1-I M MIN. I EMB.(TYP,) I m AN m In, �0 a A A \cr (� f7 A n N O n V �T t� e to " m_ 5 °T Q 0 ° g _m N N O C3 SO EMB.pp.}� ````��t1 SCi►r��r�/ii i No.43409 Y27+- i PRODUCT: Document.Prepad By: F P { PLASTPRO INC. Lyndon F. Schmidret '//� � D�%• "��� Iv 2 N FIBERGLASS DOOR P.E. No. 43409 � D I PART OR ASSEMBLY: •-K•�rr/�BUI CONSULTANTS, INC. Iv N r .4 NO. DATE TO UPDATE STH ED. 2014) FBC BY VERTICAL CROSS SECTIONS YY P.O, BLDINoG,x 230.Valrico, FL 33595 Phone No.: 813.659.9197 REVISIONS FBPE C.N. No. 9813 ®2C14 R.W.BUILDING Co—ULTANTG INC. T i r L �J }I l 1 �.. �• M o �•�` �m om N 7 z D �'�.�''•........• (fitly. ~'>mm %TYP.HEAD TYP.HEAD& r * ��` N 0 z nnn &JAMBS JAMBS o v �' x Z MASONRY MASONRY Q Em z m°m o OPENING `m OPENING N S a c 9 o co a maam \\ a LL 0 i o U E oz O v y c tti � 3 3Na FRAME o�-2X BUCK ori. N QEn 2X BUCK ova ¢�i a s EA Wc Y m Ci En m F am 'm o M W a� • N TYP. m SILL U • a a mm U i SUCKANCHORING HINGEJAMS FRAMEANCHORING STRIKEJAMB o o Masonry 2X buck construction z o CONCRETE ANCHOR NOTES: w 1.Concroto anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. o /) 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors 9 28 0 < maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. M i a3. Concrete anchor table: Q 0 F a ANCHOR ANCHOR MIN 'MIN.*CLEARANCE MIN CLEARANCE N a F v" TO MASONRY TO ADJACENT 10 TYPE .-SIZE'-:.. EMBEDMENT_ ANCHOR_. EDGE o J a ,.. M 6 z 0 z ITW ® 1/4„ 1_1/4„ Z. 4" �O z o TAPCON Dare 8125/74 i ELCO ® 27 sr-iv N.T.S. ULTRACON ' ° 1/4' 1.1/4 1 4° owc.er: AL m o WOOD SCREW INSTALLATION NOTES: BY.. LFS 3 1.Maintain a minimum 518"edge distance,1"end distance,&I"o.c.spacing of HINGE DETAIL LATCH&DEADBOLT DETAIL DH cHK NO NO.: d wood screws to prevent the splitting of wood. FL-1 7184.21 ° a N SHEEF S OF 7 V ` Y, o o J v n m',•y z 4+jO� �Wl 03 2mn 10 G 28 q�rrrrriiiy, �`` aNmi D ` xod v v Z o Z U ri lU H \ ,�o oa g o oa v a N a a m aa 10 G o C. �a oz �W HINGE DETAIL LATCH&DEADBOLT DETAIL at�— G �o xc) _2tn :o CVI J (Y2 u _ sW 5 �> am N m < Wo oa 3 a a v) y TYP.HEAD& Q o a MASONRY J JAMBS OPENING r � m z a 3 c CONCRETE ANCHOR NOTES: FRAME En z 1.Concrete anchor tocafions at the comers may be adjusted to maintain the min, V W � edge distance to mortar jolnts, D 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w maintain the min.edge distance to mortar joints,additional concrete anchors b o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. r 1X BUCK �� ui � C: b 3 Concrete anchor table: o 0 a 'MIN.CLEARANGE MIN CLEARANCE z ANCHOR ANCHOR AA1N TYPE SfIE EMBEDMENT TO MASONRY TO ADJACENT r -n m F TYP. N a ITWN �0 5 TAPCON® 1/4" 1-1/4" 2" 4" SILL e o z ELCO ® 1/4" 1-1/4" 1" ULTRACON onh 8/25/14 i ITW ® 3/16" 1-1/4" 3" 1-1/2" sc� N.T.S. TAPCON owc.BY. AL m WOOD SCREW INSTALLATION NOTES: cwc.ar: LFS 3 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of HINGE JAMB FRAMEANCHORING SWKEJAMB B oennwwc Ho wood screws to prevent the splitting of wood. Masonry 1X buck conshuctian FL—17184 21 a o sHEa 6 or 7 N a i i BILL OF MATERIALS '`' Ln REM DESCRIPTION MATERIAL 4.56" Wo L• n A I BUCK SG>=0.55 WOOD =al A * °�; B 2X BUCK SG>=0.55 WOOD — :z— . C 1/4"MAX.SHIM SPACE N•'� z Lc'F - U \ 0 I •, as D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �'i '••. Gyy� o m m MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �i ```�� mz>ro m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ii��11*1 �� o HEAD d SIDE � �a •: F 1/4"X 2-1/4-PFH ELCO OR ITW CONCRETE SCREW STEEL ZD Jamb a v Z o z° G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL ry g z o 9 m c w H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �, a in n 5°r m J 1/4"X 3-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL a LL, L #10X2-1/2"PFH WOOD SCREW STEEL M #8 X 2-1/2"PFH WOOD SCREW STEEL q I� > . 4.56" I o o -ja N 1/4"X1�/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 6 SEALANT SILICONE 7 WEATHERSTRIP FOAM N� 9 4"HINGE STEEL 1 0 w 10 #10 X3/4"PFH WOOD SCREW STEEL LF ?o vsc 20 JAMB FINGER-JOINT-PINE WOOD HEAD d SIDE Ow ZE c o 21 POLYFIBER COMPOSITE JAMB POLYFIBER OIRSWING THRESHOLD 21 av w U 3T Poly fiberjamb y! -1 27 LATCH STRIKE PLATE STEEL WOSH 5w N g as 28 DEADBOLT PLATE STEEL m o a o 30 DOOR SWEEP _ 4.56" o �o 31 OUTSWING THRESHOLD BY DLP ALUM./WOOD S' 4? gl < m 32 ADATHRESHOLD ALUMINUM r a a 33 INSWING THRESHOLD BY DLP ALUM./WOODFLI 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.0.075"THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC ADA SILL INSWING THRESHOLD m 43 LATCH&HINGE STILE CELLULAR PVC 32 ISHC �� 44 REINFORCEMENT WOOD FOR LOCKS WOODLn N 45 BOTTOM RAIL CELLULAR PVC z 46 FOAM CORE POLYURETHANE W $ 3/4"GLASS 47 LATCH&HINGE STILE REINFORCEMENT LVL BETE 51 ODL LITE FRAME ALUMINUM 53 1"OVERALL o 52 #10 X 1-3/4"PFH SCREW STEEL 53 54 GLASS THK. c ` 53 GLAZING COPOUND REDI-SEAL BY ODL,POLYMERIC FOAM P/MERIC FOAM a a 54 STRUCTURAL SILICONE DOW#995 SILICONE d 1/8"TEMPERED GLASS = 55 SCREW PLUG I AIR SPACE �w z a Na v 1/8"ANNEALED GLASS o 0.090"SAFLEX®PVB INTERLAYER z u z q �f anre 8/25/14 z 53 53 � 1/8"ANNEALED GLASS SCALE: N.T.S. ° 5 DWG.BY: AL m o NK Btt: LFS 3 Gi G[AZING DETAIL DRAWMG No.: FL-17184.21 a 0 SHEEP_L OP 7 N d