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HomeMy WebLinkAboutProduct Approval ........... lastpro 'D � --- MI-a.11i"M P FRE.�12,r tF 11 lt--. 5200 W. CENTURY BLVD. ' "' •' ? z' 4°O` g m LOS ANGELES, CA 90045JUL ? I ' ' 1LE >' � m C9 ° v a .a Z ! U St. Lucie Got:rl�\'. I r_ \ Ern 3 m $to o W 3750"MAX OVERALL \�a amp maa4 V FRAME WIDTH OPAQUE FIBERGLASS DOOR o cW INSWING/OUTSWING y "IMPACT" z c_�o Wz O O0 �¢ A GENERAL NOTES3 H 5S m �" N M J- 1 This product has been evaluated and is in compliance with the 5th Edition[2014)Florida z o a < W Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). ME o � ry = O 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to aE�Ai base material shall be beyond wall dressing or stucco. ® m JX 3. When used in areas requiring wind bome debris protection this product comples with Section w 1609.12 of the FBC and does not require an impact resistant covering.This product meets o o m m missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. N 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for m Z W O 2x buck masonry construction. 5, Site conditions that deviate from the details of this drawing require further engineering analysis oby a licensed engineer or registered architect. o z a z t o TABLE OF CONTENTS N a r SHEET# DESCRIPTION e 7 Typical elevation,design pressures,8 general notes z2 Door panel deta�s Now z u POSlT1VE NEG/47NE 4 c a3 Horizontal cross sections eniE 8 25/1. z w 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 sca a N.T.S. ° 5 Buck and frame anchoring-2X buck masonry construction om°.sr: AL 'm 6 Frame anchoring-1X buck masonry construction cHK:ar: LFS 3 7 Bill of materials&components OUTSWING 37.50"x80.50" +65.0 -65.0 rc FL-1]184.1 1 2 0 sHEEr 1 of ] i ii- n ri .., . a in ui um • R;\Clients\Plastpro,Inc PERMANENTVFIodda Product ApprovalslFL-17d94\C•Drawidgs\Current\FL-17194.11-20.dwg,21 , --79.25"MAX.DOOR PANEL HEIGHT N••+ A W © PI PI D cwn A o00 m v n _ m �x I-- A 05 c cp n z I I m a ( a 1 R= �A i# rn ai NN m - rn _ .Z7 A r N m Z _ z o �• No.43a09 PRODUCT: Documents,Prapered Sy:;Io . 7 t1118JERULAS LASTPRO Lyndon F: Schmidt `�i�Cs• OR�� �9~�`� ! l n t' S DOOR P/.}Ery. No. 43409 PART OREIdBLY:-- �/r BUILDING CONSULTANTS, INC. r�i��f/!!'(r -CDA > �" 1 04 22 1S UPDATE TO STN ED. (2014}F9C JK .DOOR PANEL DETAILS LU A'O" Box 230. Valctco. Fl 33595 4+ NO DATE BY Phone No.: 813.659.9197 REVISIONS IONS G.A. No, 9813 0 2014 R.W.SUn.o1NS CONSULTANTS WO, R\Clients\Plastpro,Inc PERMANEN7\Florida Product Approvals\FL-17184\C-Drawings\Current\FL-17184.11-,20.dv✓g,3.1 = rn A v CL t- c O `c N No Inn zcr2 y _ p LFW _ �M. M M d 0 M A W =11 01Q �5 W W O� r _ Z ti V C� , �O X N QFl� V Q ` S A � Z Q - Dro 7t Z N p. <O m a ; t— �4 1 C A r n _ m Z , F. '.No.43409 Z v77.,,^ -�'` - �'I � s � � g PRODUCT: Deeumont3 Propamd By:� �� PLASTPRO Lyndon F. Schmidt �i� IWr.�i FIBERGLASS DOOR P.E. No. 43409 0 y PART OR ASSEMBLY: �(� BUILDING CONSULTANTS, INC. '1 .D4 22 15 UPDATE i0 5TH E0. (2014) FBC JK - eO l� P.O. Box 230, VaG1co, FL 33595 Iv {' NO DATE HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2014 R.W.BUILDING CONSULTANT.INC. R.\Clients\Plastpro,Inc PERMANEN.T\Florida Product Approvals\FL-17184\C-Drawings\Current\FL-17184.11-.20.dwg,4.1 M zz to 4 a ITI IT A n' , p . p T 0 d 7` -� 4 G_C _ O 0 ep. OO M1 CL 30 W =171 ".y 1711 C, O CO m V d - O d d .0 o. C'SINK t7 " (TYP.) = 1-114 MIN. 1-1/4"MIN. EMB.(TYP.) EMB.(TYP,) 1-114"MIN. _ O1 `EMB.(TYP.) M o a A y Q X 0', y A Ja Z �c >, M n a 0< O p rtx1 gg�A 14 z m I22 A V fD O 0 N �m nfan [a m A 1-114"MIN._I 0 EMB,(TYP,) ND,43409 D PRODUCT: Documents prepgrpd By: r PLASTPRO Lyndon F. Schmidt 'i��S''• DP,:'0���� to FIBERGLASS DOOR P.E. No. 43409 i; o Z ro m C, to r y 0i - PART OR ASSEMBLY: Vis- BUILDING CONSULTANTS, iNC. CO 1 -0-472-27-15 UPDATE i0 5TH E0. 2014) FBC JK J li p,0: Box 230, Volrico, FL 33595 IV ;' NO DATE BY VERTICAL CROSS SECTIONS phone No.: 873.859.9797 REVISIONS FBPE C.A. No. 9813 A'ZD14 R.W.BNII-DING CDN9Dt.TANTB INC: - � � 1 _�'c`�r�I p p•JOU M 1 ►0'? r e ��rri O1 z 1i` O� o m =N IS TYP.HEAD TYP.HEAD& tr*tPi�t mT`` u in m z° MASONRY 1 &JAMBS MASONRY JAMBS o� h .E m z mo v OPENING OPENINGa a o n ° on a m.a a V Yw Eo0 Z XQ o c vi �. U FRAME N z ^� VO ZU 2X BUCK _ o o ° Oo UN 2Z 2X BUCK l Qu V m l ct F TYP.SILL ^O. am N o a 0 U DO m v - BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o Masonry 2X buck construction w z V)j> W CONCRETE ANCHOR NOTES: N � 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortarjoints. a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted.to9 28' o a maintain the.min.edge distance to mortarjolnts,additional-concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 10 8 3. Concrete anchor table: a F = ANCtIOR ANCHOR MfN MIN CLEARANCE MIN CLEARANCE. 10 a o 70 _MASONRY TO ADJACEM.' TYPE SIZE 10 M ❑ ^z o z ITWDate 8/25/74 i TAPCON� 1/4' 1.1/4" 2" 4" 27 scut M.T.S. ° ELCO owc.ar: AL 'm ULTRACONo 1/4" a HINGE DETAIL LATCH&DEADBOLT DETAIL' °HK e". LFS 3 WOOD SCREW INSTALLATION NOTES: owwiac No.: iz 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-17764.17 ' Swood screws to prevent the splitting of wood. ro sHna S OF 7 ilii n ii iii �� ii iiiii iiii� n -iris �� �� �... �� �� ��� ������ ..�rtni,T� �� ����� �.�� ..,�mr.nr rrrr�'nr--.-inrv=mmcr�r' iR�m frit mid.,....., r i V-1.1 tin n 0. n eCA . 1 z 'W n 10 �rrrr.II 1,1J. �`` 0 In m Z TYP.HEAD& = s z o=MASONRY JAMBS 10 �j Lo cOPENING "a. m a a 1° ` 4 6 E o U C'Li Y� O J d tj� FRAME HINGE DETAIL Z mo O ^U QL: Q U1�— 1X BUCK C h ain zcn _ U m �U O R� `w U} F TYP. m cz SILL Mtn o o 28 o t a a $ 1 G pDO G o ^ HINGE JAMB FRAME ANCHORING STRIKE JAMB $ Masonry IXbuck construction27 o u D CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. LATCH 3 DEADBOLTDETAIL o Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusled to a maintain the min.edge distonce.to mortar joints,,additional concrete anchors a a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. i 3 Concrete anchor table: LLJ 2 n ANCHOR ANCHOR 'M!N M!N CLEARANCE lvpN CLEA)i!ANCE N a F oTO MASONRY TO ADJACENT. a o. TYRE SIZE EM$EDM@NT: EDGE .......... ANCHOR..:.. 0 0 w ITW 'Z a z TAPCON® 1/4" 1-1/4" 2" 4" DATe 8/25/14 z ELCO scut N.T.S. ° ULTRACON® 1/4" 1-1/4" 1" 4 GwG,13Y.- AL ID c WOOD SCREW INSTALLATION NOTES: GHu.er: LFS s 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of DRAWING No.: — wood screws to prevent the splitting of wood. FL-17184.1 1 ° 0 sHEEr 6 GF 7. p K T'tn"�F1111 nil ii ilii - ui U uniii i i • ii iTflllflf ..T'[n, i. i I iii iii - ii ,i . i .- i._.. i i i ii i i iii ii .ii i iii .i , i. ii.�f4R111L711AiIRR1'r*I�ii III IIII I�INII I�Tr�ffrri BILL OF MATERIALS ITEM DESCRIPTION MATERIAL v%� Z F �'~ u°m i�� f N� A 1X BUCK SG>=D.55 WOOD B- 2X BUCK SG>=0.55 WOOD l��i,,���II •y,`````�� o m C 1/4'MAX.SHIM SPACE ` N .. D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 7 m a 0 x i a ° U E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE v> o L o °m w 301 OR HOLLOW BLOCK.CONFORMING TO ASTM C90 4.56" N 4.56' a °a m t 0 m F 1/4"X 2-1/4"PFH ELCO OR TTW CONCRETE SCREW STEEL L q G 3116'X 3-1/4"PFH TM/CONCRETE SCREW STEEL „ E o Z H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL N J 1/4"X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL L #10 X 2-1/2'PFH WOOD SCREW STEEL M #B X 2-1/2"PFH WOOD SCREW STEEL b SEALANT SILICONE 20 HEAD 8 SIDE 21 HEAD d SIDE' cc J Jamb Poly fiberjamb O -L, Jamb 7 WEATHERSTRIP FOAM 0o ww 9 47HINGE STEEL' ain co, �v) r 10 #10 X 3/4"PFH WOOD SCREW STEEL 3� CL 10 20 JAMBFINGER-JOINT-PINE. WOOD a. 21 POLYFIBER COMPOSITE JAMB POLYFIBER 27 LATCH STRIKE PLATE STEEL I m 28 DEADBOLT PLATE STEEL g 30 DOOR SWEEP NM a a 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD 4:56" j 4.56" �m LL 33 INSWING THRESHOLD BY DLP(ISCS) ALUM./WOOD - 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS i 41 DOOR SKIN(MIN.0.075'THICK)PLAST-PRO/NANYA Fy=11,063 PSI MIN. FIBERGLASSI Tm 42 TOP RAIL CELLULAR PVC 0 43 LATCH&HINGE STILE CELLULAR PVCtn R 44 REINFORCEMENT WOOD FOR LOCKS WOODOIITSWING.THRESHOLD �1 INSWING THRESHOLD o 0 45 BOTTOM RAIL CELLULAR PVC 4osH 6C5 w In 46 FOAM CORE POLYURETHANE i cr 47 LATCH&HINGE STILE REINFORCEMENT LVL Q � o ¢ o ° z w = •� O • o q Z0 Z 0 DAm- 8/25/14 Z _ scAm, N.T.S. O _ Dwc,BY: AL 9 cHK;et: LFS 3 _ - - DRAWING NMI. . FL-17184.11 v a SHEET 7 OF_L N Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights.reserved. _ Property Identification Site Address: 166 SE ENTRADA AVE Parcel ID:3419-520-0038-000-7 Sec/Town/Range:22/36S/40E Account#:42384 Map ID:34/22S Use Type:0100, Zoning:RS-4 Jurisdiction:Saint Lucie County # w ownership Marta I Salazar Alexander M Salazar µ4 Gloria I Martinez -" 393 SW Stratford LN Port St Lucie,FL 34983 Legal Description RIVER PARK-UNIT 3 TRACT E BLK 136 LOT 18(MAP 34/22S)(OR 3722-405;3970-446:3974-552) Current Values - Just/Market Value: $66,600 - Assessed Value: $66,600 Exemptions: $0 Total Areas Taxable Value: $66,600 Finished/Under Air(SF): 1,039 Taxes for this parcel, SLC Tax Collector's Office Download TRIM for this parcel:Download PDF© Gross Area(SF): 1,451 Land Size(acres): 0.2 Land Size(SF): 8,625 Sale History Date Book/Page Sale Deed Grantor Price = Code Mar 17,2017 3974/0552 3974 0111 WD Salazar Marta I $0 /0552 Mar 7,2017 3970/0446 3970 0130 WD Salazar Marta I $100 = /0446 Feb 25,2015 3722/0405 3722 0001 WD Lowe Sr Anthony W $64,000 /0405 = Apr 26,2010 3194/2183 3194 0001 WD Betancourt,Alex E $29,000 /2183 = Feb 20,2001 1365/1606 1365 XX00 WD Angelos,Peter $45,000 /1606 - Mar 10,1995 0946/2654 0946 XX00 WD Vivian B Yatteau $37,500 /2654 Jan 13,1995 0937/2938 0937 XX01 PB $0 /2938 Building Information (1 of 1). Finished Area: 1,039 SF Gross Total Area: 1,451 SF Exterior Data View: Roof.Cover:Dim Shingle Roof Structure:Gable Building Type:HC- Year Built: 1966 Frame: Grade:C- Effective Year: 1974 Primary Wall:CB Stucco Story Height: l Story No.Units: 1 Secondary Wall: Interior Data