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HomeMy WebLinkAbout19-21652 CITY OF ZEPHYRHILLS 5335-8TH STREET .; (813)780-0020 21652 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21652 Address: 7749 MERCHANTVILLE CIR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CRESTVIEW HILLS Est. Value: Parcel Number: 35-25-21-0120-00000-0290 Improv. Cost: 2,400.00 OWNER INFORMATION Date Issued: 8/22/2019 Name: MASSEY, SCOTT Total Fees: 75.00 Address: 4636 LANE RD Amount Paid: 75.00 ZEPHYRHILLS, FL. 33541 Date Paid: 8/22/2019 Phone: 813-919-9398 Work Desc: REPLACE 3 EXTERIOR DOORS CONTRACTORS APPLICATION FEES GL STEVE CONSTRUCTION BUILDING FEE 75.00 Ins ections Required F OTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. -S� CONTRACTOR SIG ATURE PERMIT OFFICkR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received r Phone Contact for Permitting -- Owner's Name � Owner Phone Number 7'7�. I _ sit Owner's Address zGP N( _j_1iLL5 FL_ 3 — Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address it JOB ADDRESS -7T M4y /'k eP_CHA4T (U_E7CC LOT# 2 g SUBDIVISION (�w�-�� v (-�I 1,1�5 PARCEL ID# + 2 OC X::�00— C,- � (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK P- PL-PCW(,j6 3 z)CjCralo 2 70625 BUILDING SIZE SQ FOOTAGE HEIGHT ®BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E1.C.. =PLUMBING $ P__21G/�� O"• p N"►4� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ,1 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �6�)COIMPANY ��L � CDAU-�,'7)C77O,J PLC SIGNATURE REGISTERED N FEE CURREN I N Address •�� � License# padwe;s Jo pa;uljd' add tie;oN;o awe p padwe;s Jo pa;ulid'pad/4 tis;oN to aweN N ON uolsslwwOO *ON ualsslww00 opgnd ks;ON oilgnd tie;ON •uogeOgpuaplse -uogeogpuapl Se eon ad ans se JO aw O;ummoq Alleuosiad aie/sl 04M peonpad aney/ssy JO aw o;U"uN Rlle(osied eje/sl oyM P P y/ y 114 g sl aw ejo a BLU1 s Jo o worms us a os n sly;aw ai ;aq(pawitye jo)o;worms pus paquosgnS y; ; q(p ) ; 1N3JV au 0=1NMO >!101Dtl211NOD (EO'Ll I• •s'rl)iv,8 r dalaOl-A __ ^1N3y113�N31f11W0^�el I O 3n j:l I mi n�0A-I NA1113c1011d unoA O.1 SIN A021dW11SO-4 S3 MAW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"'restrictibns" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has,hired a contractor or contractors to undertake work, they may be required to be licensed In accordance with state.and-local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited I for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,' that such fees, as may be due, will be Identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance In accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNERIS AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health &, Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", It is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill Is found to adversely affect adjacent properties, the owner may be'cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to,violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such,permit is commenced within ithin six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, In writing, from the Building.Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: C9-/- S" 0,01n<Sk4r�n Date Received: -7-30-L q -7 l Ll q Merc�-W�- G Site: yr- Permit Type: r kf kce bpL)4A V Approved w/no comments:v Approved w/the below comments: ❑ Denied w/the below comments: F1 This comment sheet s 11-6-e--kept with the permit and/or plans. IzzlK AUG 1`2 2019 Kalvi, er—Plans Examiner Date Contractor and/or Homeowner ��6 (Required when comments are present) REVIEW DATE AUG 1 -019 CODES FLORIDA BUILDING CODE �+ ............... p I a s t p r® PLAN EXAMINEAtL WORK SHAtt COMPLY WITH PREVAILING CITY OF R � . ..�•,. NATIONAL ELECTRIC CODE, 37.50 MAX.OVERALL 5200 W. CENTURY BLVD. AND THE CITY OF ZEPHYRHILLS FRAME WIDTH LOS ANGELES, CA 90045 ORDINANCES � I �? z° rc'JO' Zd o m Smooth / Wood Grain / White Wood Grain .. .. i...... Rustic /Mahogany q auto+m $ Z 2 0 Z d � v (•J x 2'1 Q Series N Fiberglass Door o v Emlo INSWING/OUTSWING D M a 0.rid 20 "NON-IMPACT" :;LZ E oZ GENERAL NOTES — O j d 1. This product has been evaluated and is In compliance with the 61h Edition(2017)Florida Building Code ra o (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). w = x w z o U 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. Oo U o:2 m R G 3. When used In the"HVHZ"this product is required to be protected with an impact resistant covering that b complies with Section 1626 of the FBC. 4. When used In areas outside of the"HVHT'requiring wind bome debris protection,this product is required to be protected with an impact resistant covering that complies with FBC,Sections 1609.1.2&R301.2.1.2, w j a 8 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. >>In e s S. Site conditions that deviate from the details of this drawing require further engineering analysis by a g licensed engineer or registered architect. fa fn Er z 7. Oulswing configurations meet Water Infiltration requirements for"HVI-It. N N 9. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall y 6 0 be installed only In non-habltable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. ' �12 ——a TABLE-OF-CONTENTS---- SHEEN DESCRIPTION s i Typical elevations,design pressures&general notes 40'. 2 Door panel details and glazing detail V.3 Horizontal&Vertical Cross Sections(2X Buck) 4 Horizontal&Vertical Cross.Sections(1X Buck) Z 5 Horizontal&Vertical Cross Sections Direct to Masonry ,d;VERAIL, :1. :: r Q;VERA:LL :i: ?.;,. )SIGN PRESSURE:(PSF). oniIE:02116112 ° : 6 Vertical Cross Sections(Thresholds) FR�ML D O TypE ScarE: 7 Horizontal&Vertical Cross Sections(Direct to Masonry) b1MENS10N, ,DIMENSIbN . POSITIVE NEGATIVE ; ;. oxc.er: JK m 8 Buck and Frame Anchoring 37.5"X 81.6V' 20.50"X 62.75" G1 +50.0 -50.0 OHK•BY.. LFS 3 9 Bill of Materials&Components F9V111M No.: FL-15220.1 `= 'a a M SHEET t OF S N DOORSKIN TOP RAIL 1.385 (MIN.0.069"THICK) (CELLULAR PVC) I �\\\,L ; 81" GT INTERIOR �N•,� z° O 1sn om co, In U N n v G X Z l LOCK BLOCK(2(Y"X 1.385") C E m 9°� E LATCH STILE REINFORCEMENT EXTERIOR POLYURETHANE FOAM DOOR SKIN e tt°n 5 Ci to`a LATCH STILE(CELLULAR PVC) 2 HORIZONTAL CROSS SECTION HINGE STILE REINFORCEMENT (MIN.0.069"THICK) ^� a a m d a T .9 LLo E oEEZ 35.75'MAX. $ DOOR a PANEL WIDTH In 20,59'MAX D.L.O.WIDTH zo 00 c4. JZ 4 D 7/16"GLASS BITE U o EXTERIOR INTERIOR D m 00 in 1/2"OVERALL GLASS THK. I o o — 1/8"TEMPERED GLASS o ' /y l AIR SPACE GT a a n 1/8"TEMPERED GLASS m 5E oa = SEE ALUM SPACER LOU Ed = HARDWARE n^ PF-1200 P/MERIC FOAM z z o CHART 08 X 1-1/2"PFH SCREW o'o d _ GLAZING DETAIL dl i g C 2 — /� v GT ODL LITE FRAME p o Xt � ¢ � POLYURETHANE FOAM rn d 7 Z `HARDWARE:CHART.....:..... . 12 E M .. •:.:... . O O N Z ANUFACTURER, :.MODEL :..;.•..:':.`:;':;.r'.;`.;.`..::::,''.;. N z T i KWIKSET LOCK: SIGNATURE SERIES BOTTOM RAIL oAm 02 16112 ° 2 DEADBOLT: SIGNATURE SERIES(780) (CELLULAR PVC) SCAB N.T.S. MO.BY. JK m u A0 DOO ANEL YALE LOCK: YH COLLECTION CHw Dw LFS rc DEADBOLT: YH COLLECTION(80 SERIES) 1 VERTICAL CROSS SECTION DRAVANO NO.: N SHEET 2 DF 9 O • '9 V R:\CBenls\Plcstpro.Inc PERMANENI\A-Florida Product Approvols\FL-15220 Non-Impact Fiberglass�oor-Insv4ng-0ulpAing\C-Dmvdngs\15221,I.Em Seni9.21.17\FL-15220.1.tlwg m� 3 •'o Z m 'e C O n c'o O Z r fa � r S r=y � E3 n `O 0 `°z o olid o N z Xo W W A 6W W N m m Vt W M A 0 SO A n p V A V N t a N A N W N f V i Z Ln V t71 V O 0 V Cg O03 N on MCo A l O Z e D $ o o a D v �Z m w 0 X M W)C- 0. C-c M f`A._+ a to ° �r rry � a v j� 3 0 V 2 Z H rn 0.15'C-SINK MB. MN �TYP.) EMB. - No.43409 PRODUCT: a manta Prepared By. ~/ '1 Lynn,on F. Schmidt ��•. 1- .. o PLASTPRO INC. p• No. a3aos ��i SS IW l o N FlEIERGLADD DOOR 7111,;SiiiL �`• pp 2 OB 02 17 UPDATE TO 6TH ED. (2017) FEC JK p Ri OR ASSEMBLY: I BUILDING CONSULTANTS, INC. I� p x v1 1 04 22 75 UPDATE TO 5TH ED. 2014) FBC JK P.O. Box C. Valrico, FL 33595 ro NO DATE BY HORIZONTAL & VERTICAL phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (2X BUCK) FBpE C.A. No. 9813 �2C7 6 R.W.8.11-13 N 1 CONSULTANTS INC. i I • R:\C6enfs\Plasfpro.Inc PERMANS l\A-Florida Product Approvals\FL-15710 Non-Impact Fiberglass Door-Inswhq-0ulsving\C-Drawings\15221..kn Sent 9-21-I TFL-15220.1.dvrg i I m I a < a e' ° a T— m n pXy n �a O 22 i 1 Q I Z I i m 1 lO 0 O I I I a 0 i aN V O�2 J mho N �7CY i V l q �A 0 3 m o .ny I 1 • c, a c m I r_ I I of M 1 A p c I Z7 a w I ce yOy3 A rD F 0 t7;a i •. ?Cr 0 V v n I o Z m I � � >v IV n N'%0SCPilbj" ' 1-1/4"MIN. / `�� V•.•'VOEAjgF•�)`ii�' EMB.(TYP.) I C No.43409- 1 PRODUCT: Docu onto Pmpmed%r _ S P.E PLASTPRO INC. L7dl� 43409 no F. Schmidt 'i� •�20RfOR: ���� r./ 1 . I�, N FlBERGLADD DOOR q� 111111�\� o r 2 8 02 17 UPDATE i0 67H m. (2017)PBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� p y (r1 1 15 UPDATE TO Shl ED. (2074)FBC JK HORIZONTAL& VERTICAL P.O. Box 230, Volrico, FL 33595 N NO DATE BY CROSS SECT10N5 (1X BUCK) Phone No.- 813.659.9197 REVISIONS 'I� FSPE CA No. 9813 0 201&R.W.6aILa1NG CONSULTANTS Ira.. RNClienis\Plostpro.Inc PERMANENAA-Flarido Product Approvols\FL-15220 Non-Impact Fiberglass Door-Insvdog-Outsving\C-Drcv ings\15Y211{ Sent 9-21-7 TF415220.I.dwg I I m 6� e 0-2 00 ' IV S�Z 2A O — o? •O n O 0 O y 3 m V 0 0 Z �c m I0 I0 a N N O >>H V N m Z O+y y�ypn wA V a3 y Z Co 0 °< <.v m I v l I I I I m x m n � a a v> yyO� ion ' 000 �n O iO=tys r v �n V 3 0 Z O Z m i0 I. N I t EMB4e rYP. f _ No.43409 ' P + PRODUCT: o ente Prep°rad E i 1—�'z�� o PIASfPR01NC. an No F434091dt �i�'�••'.�OR1D1`:•�`��� Icn I ro FIBERGLADD DOOR to o Z 1 m( /!!lfllllll�� o N ti 2 08 02 17 UPDATE TO 67H ED. (2017)FBC JK PART DR ASSEMBLY: �K BUILDING CONSULTANTS, INC. I� o tit 1 04 22 15 UPDATE To 57H ED. (2014)FBC JK HORIZON & VERTICAL CROSS d lli P•O. Box 230, Valrico, FL 33595 ns NO DATE BY SECTIONS$RECT TD MASONRY) I Phone No.: 613.659.9197 REVISIONS FSPE CA No. 9813 0 201 6 R.W.Bu1to1Nt3 Corlsu�rw,ri5 IrvC. R:1Cfens\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15220 Non-Impact Fiberglass Door Inswing-Ouswm9\C-Drawings\15221-Jim S t 9-21-17\FL452201dwg,1-6 1-1/4"�P.j N. EMB. m M m O 0m .�1 a =C n _Pa Q y p 0 T o y �P v a o 2 o w0O � A i rn 1-11W,MN. EMB. .) ep rn w N m. M M 0n �^ e C2 �n ao j y m Z Z w M v M 70 No.43409 Is'm' x g P ODUCT: Dee menu P-p—d BYE `-1 - m PLASTPRO INC. Lynn on F. Schmidt ��i�••••• Ot`.•' \��` P-E No. 43409 FIBERGLADD DOOR ��AL �` cn S 2 I �fff11111111. o N r- y O1VO4/ 7J UPDATE TO 67H ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. p (q 15 UPDATE TO 5TH ED. (2014) FSC JK P.O. Box 230. Valrico, FL 33595 CROSS BY SECTIONS VERTICAL Phone No.! 813.659.9197 REVISIONS FSPE CA No. 9813 ©21316 R.W.BuILDING CONSULTANTS 1- RACaents\Plasipro,Inc FERMANB tl\A-Florida Product Approvals,F,1 Y.NOn4MP43rtFibefgbSSloor-inswhg-OutsvAng\C-DrcreAngs\15221 [..Sent 9-2I-17\FL-15220.I.&.vq v __T 3: MAX. 0 0 MIN. /o of0 =0 0 0 0 0 22 0� O I-IMIMIN. FMB.(TYP.) 0 22 I 0 IA CD 0-=:x z Q ;0'*C) C., MIN. CO 85 IS MAK -hL- 4' IS MAX. S� 0ox z 0 m (Cl N g p I I MIN. 0 w. w :i-*.--:"'.:.". "®r 3 r" — ' 2 X 0 z r< a 'n CD EMB.(TYP.) c> r. -*0 K 910 0 o 3 o 9 .0 Lq b2 C, :3 OCD gar- a IX C13 MIN. co) z �.qo'0;lklll� 3 C r) 4.25' 1 MAK N0.43409 -hL- PRODUCE: D- .t.Prepared INC. Lly—n on F. Schmidt AZOMDP- PLASTPRO rnldt i P.F_ No. 4,1409 --:: � FIBERGLADD DOOR I 2 08102117 UPDATE TO 6TH ED. (201 JK OR ASSEMBLY., c --I� 17)FBC 'WW BUILDING CONSULTANTS, INC.` (0 in i a47Wi5 UPDATE To 554 ED (25 4)FIRG JK DATE — I IIORIZOjVTAL & VER77CAL 230.Valrico, FL 33595 ro NO 81 SECTIONS (DIRECT TO MASONRY) Phone No.: 813.659.9197 REVISIONS i FSPE C.A. No. 9B13 4-9/16"JAMB p DIRECT TO MASONRY JAMB(TYP.) ``��� �, (SEE SHEET 7) to .� Ln e 'N'•7 z 4j Q` om L 2X BUCK `° rrr►t nttt+� $ .;z o D TYP.HEAD v co o z°cdi 3 &JAMBS G 1X BUCK \ V g t o 9 m c w 7r m _ DIRECT TO \v` ry e c, 5 d r a MASONRY MASONRY MASONRY Q. g v `a a OPENING ryp�� _° z TABS =9-,J= a S R o _ FRAME 4-9/16"JAMB M 21 _ b-9/16"JAMB N 0 2X BUCK DIRECT TO _ uj 2X BUCK MASONRY a Eq JAMB(TYP.) � u " (SEE SHEET 7) QL m INSWING — ^O �I o 9' H OUTSWING CY O @SILLTYP. — � o 0 N N N Z Z o BUCKANCHORING STRIKEJAMB FRAME ANCHORING HINGE JAMB d o 0 CONCRETE ANCHOR NOTES: w w 1. Concrete anchor locations at the corners may be adjusted to maintain the min, Masonry 2X buck construction a edge distance to mortarjoints. oQ � 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ---- —maintain the-min:edge distance to mortar joints,-addilional.concrete.anchors_ DIRECT TO _ ___ _ DIRECLT! � _ __2� < may be required to ensure the"MAX.ON CENTER"dimenslon are not exceeded. MASONRY M M MASONRY a 3. Concrete anchor table: _ ... ............ ............,... . .. ..... 1XBUCK G BUC A � M1Ni CLEARANCE: MIN;'CLEARANEE. a ANCHOR':'ANCHOR` MIIV:; 2X BUCK BUCK 'TYPE,:.,:' . TOMASONRY::•:.: TO.ADJACENT:' ;:SIZE..;::'::EMBEDMENT';:::.•:.., :......: 28 ° 58 2X EDGE...:;,,,''::`' r:ANCHOR K L v o i ::... ...:..... f - 10 ITW DIRECTTO N z TAPCON® DATE:OZ�1 1/4" 1-1/4" 2" 4" M MASONRY u Z �� 8 12 Z a ELCO ULTRACON® 1J4" 1" 4" 27 D G 1XBUCK sc&c: N.T.S. " owa.BY. JK m' TA ITW PCON® 3/16" i-1/4" 3" 1-1/2" / 58 2X BUCK WK.or: LFS WOOD SCREW INSTALLATION NOTES: HINGE DETAIL LATCH 8 DEADBOLT DETAIL oenFL 15 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o,c.spacing of FL-15220.1 wood screws to prevent the splitting of wood. a SHEET 8 OF J N � 1 BILL OF MATERIALS MAiER1AL REM B DESCRIPTION I i3 U A IX BUCK SG>=0.55 WOOD _V• * rZ- m B 2X BUCK SG>=0.55 WOOD ry %v.'� Z r` , : ° C 1/4"MAX.SHIM SPACE ���i�•':•.. D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I--2.44"—��-2.13" //T •.P %%% z01 0- o / E MASONRY-3,000 PSI MIN,CONCRETE CONFORMING TO ACI / z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE T POLY FIBER JAMB 2 U c z° G 3/1 b"x 3-1/4"PFH ITW CONCRETE SCREW STEEL Plaslpro m o 0 IL ti H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a '�g m.a T ry 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ° J 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" 5= N - - TEE - ----- - --- -- -- ------ -- - ---- --.-- -- - --- L #10 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT) STEEL J a. M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL " P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 0 1 POLY FIBER JAMB COMP./VINYL Zj f--2.36" 2.7' z o 2 FINGER JOINTED PINE FRAME WOOD oo ¢o WOOD JAMB 7 WEATHERSTRIP FOAM 5• 8 DOOR BOTTOM SWEEP VINYL g 00 q' 9 4"X 4"BUTT HINGE STEEL a� m 11 #9 X 3/4"PFH WOOD SCREW STEEL o s 27 LATCH STRIKE PLATE STEEL p 2.08V o 828- EP —$TE T — a 30 OUTSWING THRESHOLD ALUM/WOOD A 34 OUTSWING THRESHOLD ALUM/WOOD o m 37 INSWING THRESHOLD ALUM/WOOD IITT 40 1 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 0.52, F-1 .9 58 #8 X 2"PFH WOOD SCREW STEEL T WEATHERSTRIP DOOR BOTTOM SWEEP y N z n ura Force Ln z �El O < 4.56' 4.6" � >> z w n oNo L N^Z 3 onrE:02/16112 i OUTSWINGTHRESHOLD �,ZOUTSWINGTHRESHOLD scnLE: N.T.S. 9 s "� DLP,IQOSR►, "' ColumbiaHlghDam(581) awa•eT JK m' e 37 INSWING THRESHOLD cex,en LFS 3 B DLP(ISCSI oannwo NO.: n FL—15220.1 w c O SHEEr 9 OF 9 N d i i R R W Building Consultants, Inc t B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Plione813:659.9197 oridaBoard ofProfessional Engineers CerificaleofAuthoriiationNo.981 Pate: Septembei-26,2017 Product il Category Sub Category Manufacturer Product.Name. Swinging Plastpro Inc. Smooih:l Wood Grain J White Wood Grain Exterior 9 9 5200 W.Century Blvd. Rustic l Mahogany Doors Exterior Door Assemblies Los Angeles,CA Seiies(V Fiberglass Door Phone 440.969.9773 Inswingloutswing-"Non4mpact' Scope: Product Evaluation-report isss,ed by RW Building Consultants, Inc.&Lyndon F.Schrhldt,P.E.(System.041998)for Plastpro Inc.,based on Rule �hapter No_61 G20=3,Method 1 b of the.Siate of Floritl 'Product Approval,Department of Business.&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have,norwill acquire:finlancial interest in the company manufacturing or distributing e.product or in any other entity involved in the approval process of the product named Limitations: I. This product has been evaluated,and is 1 1 .compliance with the 6th:E ition_(2017)Florida Building Code(FBC)structural requirements including 1he High Velocity Hurricane Zo e . 2_ Product anchors shall be as listed and sr acedas shown on details.Anchor embedment to base�Lterial shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this.product is rquired to be protected wit an impact resistant covering that complies with Section 1626 of the FBG 4: When used in.areas outside of the"HVHZ"requiring wind borne debris protection,this product is`required to be protected with an impact resistant,coverirlg that complies�th FBC Sections 1609.,1.2&R301.2.12. 5. For 2x stud framing construction,anchbn' g of these units shall be the-same as that shown for Jbuck*masonry construction. 6. Site conditions that deviate from the di-tails-of drawing FL-15220.. require further engineering analysis by'a licensed engineer or registered architect: j 7. Outswing configurations-meet water infilb ion requirements for"HVHZ". i I 8. Inswing configurations do not meetthe wMer infiltration requirements forthe-"HVHZ"_Inswing units'shall be installed only-in non- habitable areas-brat habitable locations�rotected by an overhang or canopy such that the angle between the edge.of canopy or overhang to-sill is less than 45 degrees. 9. See drawing.FLA 5220.1 for size and de ign.pressure-limitations. Supporting Documents. ' 1. Test-Report No. Test:Standard Testing Laboratoni Signed'by TEL.07=0223-2 TAS 202-94 �a Testing Evaluation La_b.,lnc. Wendell Haney,P.E. ETC 07-209A9303A ASTM D2843-199,ASTM D635-9.8, ETC Laboratories Ben.Meunier ASTM D1929i96 ETC 08-209=2060911 ASTM G955- 5a_,D638-03 ETC;Laboratories I Guginder Dhami ETC 06-2b5-1741Z.0 ASTM E84-09 ETC Laboratories j Joe Doldan,P.E. ETC.05-255-167760 ASTM G26-9 D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E. D1929-96,D3B-03 TEL 01391846 TAS 202-94LngTesting Evaluation Lab.,lnc. William Shelton,P.E. 2. Miami-Dade NOA Materials 15-1221-02 HP PolyproP7.lene(ODL) 3. Drawing No. Prepared b�� �e�,wEgL ° Signed&Sealed by No.FL-15220A RWBuilding Prepared b onsultants,Inc-.(CA#9813) a� �e4� f at9.o 'f 8 ° Lyndon F.Schmidt,P.E. 4: 1. Signed&Sealed_by Anchoring RW Building onSUltants,inc.(CA9813) om4� °�f C' `���°°o c®� Lyndon F.Schmidt,P.E. ASTM E1300.Glass Load Lyndon_ F_Sc midt,P.E. !�o 30400 5:.Quality Assurance o o Certificate of Participation issued by National Accreditation and Management Institute,certifying.that Plastpro,Inc.is manActuring products within a quality o'D assurance program that complies with ISO/IE6 17020 and Guide 53. TAT E P m , Lyndon F.Schmidt,P.E. FLOE No.43409 9/26/2017 Sheet oft v©�PBn&pz3b63yf� ( In plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 '�j'•• 'yy.' oa Smooth / Wood Grain/ White Wood Grain P a1111%, �\ nz m Rustic/Mahogany `� z ° p 6m m Series N Fiberglass Door N 9 o r IL I I5,0'MAX,OVERALL FRAME WIDTH m a a♦° INSWING/ourswiNG E oz _ _ — _ — -------- -- -- ---- 3T23"Tvf _37:50 TvTAA OVERAl-- -- -- o=�0 —_GENERAL NOTESFRAMEWIDTH I1 FRAME WIDTH r-1.6Y 1. This product has been evaluated and is In compliance with the 61h Edition(2017(Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). fit z 0 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base F-01 0 z o z material shall be beyond wall dressing or stucco, r ¢Ei Z J J 3. When used In the"HVHZ"ihls product Is required to be protected with an Impact resistant covering �� w o that compiles with Section 1626 of the FBC, 0 �l 4, When used In areas requiring wind bome debris protection,this product is required to be protected s with an Impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2, m m o Q &I a 5: For2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry w O _q O �}m construction. e w 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect, o 6 7. Outswing configurations meet water infiltration requirements for"HVHT'. z a0 z p 8. Inswing configurations do not meet the water Infiltration requirements for the"HVHT'.Inswing units shall 8 _o be Installed only in non-habitable areas or at habitable locations protected by an overhang or re canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 6 —-a TABLE.OF-CONTENTS SHEET# DESCRIPTION 1 Typical elevations,design pressures&general notes 2 Door panel details 3 Sidelife panel details and glazing detail ~ o iy¢ 4 Elevations N z n z 5 Horizontal&Vertical Cross Sections(2X Buck Z 6 Hori DATE:02120112 zontal&Vertical Cross }> O,VERALL'= `:: ` ; yeRA'kt '; ` :: =.`> DGSIGNPRESSURi:`PSE : SCALE: N.rs ° 7 Horizontal&Vertical Cross Sections Direct to Mason .r.:-.:i>.; :_:c -., . rY) ;- F►fAME.. :.: -D.L:Q;,74' _ ;:GLASS �:-" JI< m s 8 Vertical Cross Sections hreshoids TYPE:, DWG.er, R ;DI-MEh(SO(V,;"_ ; pIl11EISfON. } POSITt,V.,E:= `NEGAI1lNE s 9 Horizontal&Vertical Cross Sections(Direct to Masonry) - DHx•er: LFS a 1,919 0 Buck and frame anchoring 115.00"X 81..63" 20.50"X 62.75" Gl +50.0 -50.0 DaAvnwc NO.: a S FL-15220.8 11 Bill of materials&components SHEET 1 OF 11 tv O d i 79.2Y MAX.DOOR PANEL HEIGHT �1J5° N N b. a ® y a � 0 Iq V = a � [2;3 Z Q 41 T < A o =>m Q m N N O 7D N fn < :T. m M O O a0 a0 ZE O.. O .. ':m. Z o SS O 41 O f7� on z n tT1 In 00 ni a z m m m 4 cD m H rn = Z O m Co 03 amo n .mN. c: m Z in � I 0 Ell E �0 a n O ? � " <D A n� m p (1 r--- 2 0 v f)� N—+ z O 1.12" G m H n `1111un,p, O 1.13 m `�� �,ScyjlfO'���i � L No.43409 ' Z G.7 �'fl o n g� a PRODUCT: Dx manto Preporod By $ '� P m PLASTPRO INC Lyn on F. Schmidt � •'*•'•....... FIBERGLASS DOOR P.E No. 43409 o IfV y No 2 8 02/17 UPDATE TO 6TH ED. (2017J F8C JK p T OR ASSEMBLY: BUILDING CONSULTANTS, INC. I~ p z lq\ 1 04 22 15 UPDATE TO 5TH ED. (2014) F13C JK P.O. Box 230. Valrico, FL 33595 m ro NO DATE BY DOOR PANEL DEMLS I Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING C—U--o 1— DOOR SKIN TOP RAIL *, 1.385' (MIN.0.069"THICK) (CELLULAR PVC) I �� 81"—(--- INTERIOR • Off o m pL� Z d W° 8 p z o LOCK BLOCK(20"X 1.385") EXTERIOR POLYURETHANE FOAM DOOR SKIN N e N g 5 o t`0 a p LATCH STILE REINFORCEMENT HINGE STILE REINFORCEMENT (MIN.0.069"THICK) G m a:IL 2 HORIZONTAL CROSS SECTION s 4 LLATCH STILE(CEILUTAR PVC) z o �d 35.7S'MAX. DOOR — � r _ PANEL WIDTH o �a 20.50"MAX z7A o 00 D.L.O.WIDTH d,Z 4 _ H a� ` 7/16"GLASS BITE D u EXTERIOR INTERIOR am d Wm 5 1/2"OVERALL GLASS THK. I o — 1/8"-TEMPERED.GLASS 0— ig AIR SPACE 1/8'TEMPERED GLASS �'m °v = ALUM SPACER I m � E in ILr O #8 X l-1/2'PFH SCREW PF-1200 P/MERIC FOAM o Z O O GT GLAZING DETAIL z _y O 2 o ODL LRE FRAME e O b S 3 u_ POLYURETHANE FOAM a 0 t >> i NN W D: 7 ° T BOTTOM RAIL _� ` DATE.02/20 72 i SCALE: ° f 3 (CELLULAR PVC) owc.BY-.Ls N 7� m' s CHK.BY. LFS 3 60 S DElRE PANEL e VERTICAL CROSS SECTION DRAWING NO.: It 3 FL-15220.8 a 0 G SHEET 3 OF 11 �7 d � l 1 i i K\Oients\Plastpro,Inc PERMANENI%A-Florida Product Appravals\FL-15220 Non-Impact Fiberglass Door-Inswing-OutrMng\C-Drawings\FL-15220(2017' L-15220.Uxg,3-4 i I i I I I �a 4 tJr N V N ®QI U w Ov N W V W `yam oaA o aw .ow ```tttl I111I/11///i Z3 ? No.43409 ' i m o PRODUCT: D. cote Prep—d 6y.-,A• ; Lynd n F. Schmidt eat`-••• FL..... .'• \��` r m ERGLARO INC s •.....•• N 1 FIBERGLASS DOOR P•E. o. 43409 S�Q�A` $ ry r ti O 2 08102117 UPDATE TO 6iH ED. (2017)FRO JK PART OR ASSEMBLY: may- BUILDING CONSULTANTS, INC. 04/22 15 UPDATE i0 STH ED. (2014) FBC JK P.O. Box 230• Volrieo. FL 33595 m v NO DATE BY ELEVATION I Phone No.: 813.659.9197 I REVISIONS FBPE C.A. No. 9813 Q02C12 R.W.9UIL- Co--I... i ML1ients\Plastpm,Inc PERMANENT\A-Florida Product Appn Ms\FL-1S220 Non-Impact Fiberglass Door-nswing-Outsxing\C-Drawings\FL-15220(2Ol FL-15220.8,n 3-5 N r Z • • y y -0 C O,m 0 I.1'tn, . orn°� zoom rn 3 107 O. 3-� m 3 M a0 W?S COO N 3 gO'�' 0 m 0 O '?L A 0 oc3 n N C 0 0 O m n S Z Co Z Q S F a m 43 o, (1) r n o O. o a a3 ca H s 0 H O QI0 y p Z Z o >S O U O C M �� ' ..a `Z IM a M o m 20- RR O a 0 5 N 0 v 3 o C7 r U w O S to Z v. .v n1 0-1 en g.0 w a f0 m �3 CC)H m ? tq y m a'f7 m i Z "1 m ti m M O c O N rn a _ � m w O m N U M ° 1 � a IM 0 v Z m • c .o .0 T, a O 0 0 m 7 H y N ril ton • r o 3 rM a• aa • D.15'C-SINK I I n 0.15'CSINK II RYP) `tttlllrrrrr� (nP) �•Sr'�l/O7'' n I I FMB.)TYP) Ye .tCEN@F 1-1/4 MIN.�I^ �I % f Nd.-43409 ' EMB.J1YP.) PRODUCT: Dee- enm areoarea•67r.i°� i PLASTPRO INC Lynd'n F. Schmid! i'�s••• �. '•(.J\��� FIBERGLASS DOOR P.E�n:43409S'/pAlA1.�:``• rlirrrnnttt� 2 02 17 UPDATE TO 6'TH ED. (2017) FBC JK p OR ASSEMBLY: �/� BUILDING CONSULTANTS, INC. 22 15 UPDATE TO 5TN ED. (2014)F13C JK d l�HORIZONTAL & VERTICAL P.O. Box 230, V-16co, FL 33595 ro NO DATE BY Phone No.: 813.659.9197 REVISIONS ROSS SECTIONS (ZX BUCK) F13PE C.A. No. 9813 0 2016 R.W.SUILD-o Coms-LTaM•'WC. U z zCo drom *1111\\\ z dID m o "Ii11 U N•.Z A —�_ C E Em zmmU �`� m da2i z c 2 1 7 1 2 EXTERIOR INTERIOR am x ° z o 50 0 K-21 VERTICAL CROSS SECTION GOINTERIOR ¢G 5 ° 6 Shown `�'R o Oulswing shown(Inswing similar) am N 6, r= ii IKN 'G o Op U �m EXTERIOR K >° E ° > SEE NOTE 2 A 2 1 N N In 1-1/4"M 2 IN, z f�w N EMB.(TYPJ A x I, 1 HORIZONTAL CROSS SECTION " m Shown w 1Xsub-buck 7 0 0 shown(Inswing similar - - -� j u SEE NOTE 1 K 50 ? h N N a 1 2 \ w o N Q EXTERIOR INTERIOR ' 5 DATE:02 20112 3 KT�VERTICAL CROSS SECTION SCALE: N.T.S. ° a NOTE$: 6 Shown w/1X sub-buck DWG.BY: jK m S 1.Spacing for Item K:6'from each end Outswing shown(Inswing similar) CHK.BY: LFS 3 a and at centerline(3 total), DRAWING NO.: rc N 2.Sldelite assembly screws located 6'from top FL-15220.8 and bottom then 6 more equally spaced(B total). o sHEEr 5 OF 11 D d 1 � � i F0,Oients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15220 Non-impact Fiberglass Door-I—ing-Outswing\C-Drawings\FL-15220{201 FL-15220.8A%vg,3-7 I IJ —•Z ' ate aO o m°0 1 0 tg o m 3 CD Pn W c- N O W C_O rn y to O 3 ri�5 CDC O 30 A o co n c a 0o a CL cam° V o o C)y 2 O co Q i N �oQ m z �0: �A cn z n O ~ a a m I I I o i I i I I I I m I X m n m rn l V Al 0 C m m A vw 0 p ism s° m f-4 _ on ° mom^ j ° oO:4 e. L7 ti 6:;o v p �fl O � ram n �.o I >>0 �� 1 1 Z M ;o I o Z O 12M� 0 ML 0 na 1-1/4"MIN. I I EMB.(TYP.) I I EIMB. MIN. r-------r-FMB.(TYP.) I SCID/�j/�'�i�i LNo.43409 ' 26-? PRODUCT: Dow enta Preporoa�: El �1 Z§ ' m I PLASTPRO INC Lyn n F- Schmidt ���•••'• *•'• FIBERGLASS DOOR P.E.No. 43409 /�S'S. ..... 2 8 02 17 UPDATE TO 6TH ED. 2017) FBC WPART OR ASSEMBLY: �(� BUILDING CONSULTANTS, INC. O 10 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC rl ll P.O. Box 230. Valrico• FL 33595 HORIZONT & VERTICAL CROSSro NO DATE I SECTIDNS' DIRECT 70 MASONRY) I Phone No.: 813-659.9197 I REVISIONS I FBPE C.A. No. 9813 0 2016 R.W.BUILDING CDNSUI—NTa INC. ° P-\Clients\Plastprc,Inc PERMANENRA-Florida Product Approvals\51--15220 Non-Impact Fiberglass Door Inming-Outming\C-Drawings\FL-15220(201 \FL-15220.8-dwg,3-8 ° ap m .✓ m a a o. a m m n m ro a z W W — OO D. amG e y IT a •mom-t-r a C to 0 y a Z cc 0 ny 6a cn i aA 6 ' Ca z a a a ' 1-1/4"MN. a CC) m EMS. 'a 1-1/4"MIN. rn EMS.(TYP.) m rn 1-114 MIN. �7 EMB.PP.) O O 'P +O 1-1/4"MIN. EMB.{IYP.) O A X ° q m ii 0 n n Do n D t q a tom z �a t/1 A Ci m y r 0 = N Z z w M O iG7 1-1/4-MIN. EMB.[fYP.) m m z u � b mm q J Co to I0 .ti a o m fO n n p a o 7D 0 m N O O ° N q m Wa n 0 m co p Z °¢q-° � � O ```11t11itiflllJJJ cl °q v -+ L,� - ;• No.43409 x �(2,11) PRODUCT: o ecxta mgcrod7 r m PLASTPRO INC Lyndon F. Schmidt m I nQaFIBERGLASS DOOR P.E- No. 43409 �r ......... ' c,, o �7] H21108j10241171UPDATIE PARI OR ASSEMBLY: K BUILDING CONSULTANTS,7 INC,."` x in 7 04 22 IS UPDATE TO S7N ED. (2D74}F8C JK R P.O. Box 230. VoMco. FL 33595 m to ro NO DATE BY SECTIONSC(THRESHOLDS) Phone No.: 813.659.9197 REVISIONS FBPE CA No, 9813 2t315 FT.W.SIIILOiNG C6NSULTANTS tN1^... R�Clients\Plastpro,Inc PERMANENT\A-Florida Product Iprovals\FL-15220 Non-Impact Fiberglass Door-�svdng-OutsWng\C-Drawings\FL-15220 201,.1FL-1S220.8m%%, -9 �y rN 0 nO ° a m M 0 om?� 3 Er mElpfD I � m O m o 3 � o 0 O m n 4E-a. ::r v O= CD no a 0. a w-OO o E IA o f7 c=1'1'1 O �.�� (an EMB.(TYP.) p�m laxi n Z A (n C = m Z o' o'O A Oy o m MIN. N v n Pa rn I I 0 -:�� o MAX. a m A A a. °O W IA O 00;T 70 _ o m n FMB.(TYP.) 4 0 �ti b 3 nt � v z _L— SCHIy%��'��. - Cih S No.43409 ' PRODUCT: '-b.Prepared Ev.1i "I x P ri I PLASTPRO INC Lyw on F. Schmidt ���, �OIaDA FIBERGLASS DOOR P-_E No. 43409 o N P Z ro[NO. 8 02 17 UPDATE70 6'TH ED. 2017 FBC JK( ) PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 4 22 15 UPDATE:TO 5TH ED. (2014) FEC JK P.O. Box 2.30.Velrieo, FL 33595 m roDATE I BY HORIZONTAL & VERTICAL phone No.: 813.659.9197 REVISIONS (SECTIONS (DIRECT TO MASONRY) P13PE CA No. 9813 ®207 2 R.W.BUILDING CONSULTANTS INC. •v' • CO.zl m n 4 TYP. _ �T- (TYP.) _ �i ''•. ....-•• 4y`% 've m% 8"(TYP•)� - 4"(TYP.1 � ) • 6" 11 PLC ` o 0D z mV u Em m Cd Jr U' u 9�oa '•' 2X BUCK L V c�J g N 'm d a o �6 - - -- - --- - --' - -- - - _IXBUC - - - cul O DIRECT TO p �M1 0 a MASONRY 2X REINFORCEMENT TYP.HEAD z 2X BUCK SHOWN FOR REF. &JAMBS o ONLY a a z 0 Zp ¢ MASONRY 5 uj �? 0 12 ( INSWING ^O cc J OPENING O y m o ( H OUTSWING I Q� z H TYP.@ SILL I L 0 ^ Wu N 6-9116"JAMB m DIRECT TO MASONRY BUCK ANCHORING STRIKE JAMB FRAME ANCHORING JAMB(TYP) HINGE JAMB a (SEE SHEET 9) Eo :a o0 2 �� N p Z W B N CONCRETEANCHOR NOTES: b 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 o 0 edge-distance to.mortorjoints.__ -- --- 2.Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to lC a maintain the min.edge distance to mortarjoints,additional concrete anchors 10 >> a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 88 a 3.Concrete anchor table: o a LL "•""'' MIN.CLEARANCE.: :MIN..: L 9RA . 9 ANCHOR`'ANCHOR':: :; a ::.:.:... .:....•::. TO;MASONRY.,',,. ..:TOADJACENT-;. E� 7YP.E:,. : .SIZE: ::::EMBEDMENT; :.•:,.:.EDGE ::.ANCHOR;.'f:: N O v .. LATCH d DEADBOLT DETAIL HINGE DETAIL ^Z ....:. :.:::........ a 17W 2" DATE-.02120112 �a TAPCON® 1/4" 1.1/4" 4" smE: N.T.S. ELCO o 1/4" 1.1/4" 1" 4" ovc.BY: JK ULTRACON CHK.Br: LFS 2 WOOD SCREW INSTALLATION NOTES: y 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of DRAWING FLL-15220.8 wood screws to prevent the splitting of wood. SHEEP TD OF 11 O } 1 1 BILL OF MATERIALS . N, ITEM B DESCRIPTION MATERIAL � $ Lc`v In A 1X BUCK SG>=0.55 WOOD :O':T Z- B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE �, D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I 2.36" I ,��� • '-" �`�` >> E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ~ 27—~ f�f►*1 ttt ° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o a Y z d G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL l a HEAD&SIDE a ■ Jamb pp z ry H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \ N Ov, 9 in 0 o a I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" n \v " "� 'm o a 4 J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o 0 —K—-97-"?FH DRYWALL SCREW - L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL S d M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL LL N 3/16"X 2-3/4"TIW CONCRETE SCREW STEEL g 1 POLY FIBER JAMB COMP./VINYL 7�II --�-- 13"i Fes—2.44" 2. cc 2 FINGER JOINTED PINE FRAME WOOD Z$ 7 WEATHERSTRIP FOAM HEAD&SIDE o� i 8 DOOR BOTTOM SWEEP VINYL Poly fiber)amb J oa 9 4"X 4"BUTT HINGE STEELaj m ao 0 0 11 #9 X 3/4"PFH WOOD SCREW STEEL 4,56" n a m 27 LATCH STRIKE PLATE STEEL 4.5V s m u 28 DEADBOLT STRIKE PLATE STEEL 2 "—�� o UTSWING-THRESHOLE)BAD WM/WGG 31 OUTSWING THRESHOLD BY DLP ALUM/WOOD a a 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM/WOOD >; Ir 34 INSWING SIDELITE ALUMINUM THRESHOLD BY DLP ALUMIWOOD 35 SIDELITE SPACER PVC 33 ADJU B[E INS NG 7f RESHOLD OUISWING THRESHOLD BY DlP. a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 58 #8 X 2"PFH WOOD SCREW STEEL z 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS N 88 2X REINFORCEMENT(CLEAR PINE)SG>=0.49 WOOD 8 0 4.55' I >> u n` 2 o Z —rrq- 0.06" �1 SIDEl1lE INSW/ G THRESHOLD �,ZOUISWING IN L'HOLD w Z o z 3� Coiumbla High Dam(581) Dere 02 20 i 2 i scALF, N.T.S. OWG.of.. JK m pEi CHK.Bq LFS ; 35 S DEL S ACER DINNING NO.: C FL-15220.8 `r y m SHEET I OF 11 N C7 Q d i R R'W Building Consultants, Inc:. Consulting and Engineering Services for the Building Industry P.O.`Bo,.230 Valricb,FL 3-3595 Phone 813.659.9197 r F orida Board prProfewional EngineerslCertificate of Authorization No.9813' 1 � ! Septembei-296,2017 N t t Product Category Sub Category Manufacturer I Product Name. Plastpro Inc. Smooth.I Wood Grain./White Wood Grain Exterior Swinging Exterior Door. 5200.W.Century Blvd. Rustic/Mahogany Doors g Fiberglass Los An eles;CA Series N Fiber lass Door Assemblies Phone 440.969:9773` Inswingloutswing;-"Non-Impact'. . Scope: Product.Evaluation report iss �ed by R W'Building Consultants, Inc.&Lyndon F.Schmidt,P:E.(System ID#1998)for Plastpro Inc.,based on,Ruler napter No.61 G20-3,Method 1 D of the State of Florida Product-Approval,Department of Business'&.Professional.Reg latibn. RW Building,Consultants and Lyndon F.Schmidt,RE do not have nor will acquire financial interest in the company'. manufacturing-or distributing a product or in any other entity involved in the approval'process of the product named Limitations: 1. This product has been-evaluated and is i compliance with the 6th Edition-(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zol a". 2'. Product anchors-shall be-as listed and sp ced as shown on details.,Al chor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the."HVHZ"this product is +equired to be protected with)an impact resistant covering that complies with Section 1626 of the FBC. I 4. When used in areas outside of the"HVHZ requiring wind bowie debns protection, is product i§;required to be protected With an impact resistant covering,that complies wi'Ith FBC.Sections 1609.1.2&R301.2.1.2. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. i 6. Site conditions.that deviate from the d fails of drawing FL-15220. I require further engineering.analysis by a.licensed engineer or registered architect. 7. Outswing configurations meet:water inflltr itim requiremerlts'for"HVHZ". i 8. Inswing configurations do not'meet the water infiltration requirements for the."HVHZ",Inswing units shall be installed only in non- habitable.areas or at habitable locations P'lrotected.by'an overhang orcanopysuch that the angle between the edge of canopy or- ,overhang to sill is less titan 45 degrees. f 9. See drawing FL-15220.8 for size and desk n pressure limitations. Supporting Documents: 1- Test-Report-No. Test Standalyd Testind Laboratory Signed bv. TEL07-0223-2 TAS-202-94 �I Testing Evaluation Lb'.,Inc. Wendell Haney,P.E. TEL.01390365 TAS 202 94 Testing Evaluation Lafi.;lnc. Wendell Haney,P.E. ETC 07-209-19303.0 ASTIVI D2843-,99,ASTM D635-98, ETCLaboratoiies f Ben Meunier ASTM D19291.95 ETC 08-209-20609.1 ASTM G155-�5a;D638-OS ETC Laboratories Guoinder Dhami ETC 06-255-17412.0 ASTM E84-0gj ETC.Laboratories Joe Doldan,P.E. ETC 05-255=16776.0 ASTM G26-95,D2843-99,D635-98,, ETC Laboratories. Joe Doldan,P.E. D1929-96,D 8-03 TEL 01391846 TAS 202=94 Testing Evaluation La ..-Inc. William Shelton,P.E. 2. Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropy ne(ODL) 3. Drawing No. Pre ared b 4�,��£°��`";' '�t? Signed&Seated by g ( ) °�' � `!""`` yF^ Lyndon F.Schmidt,P.E.No.FL-15220.8. RWBuildin onsultants,lnc.(CA e• �:eW _ ,.e:ah.� 4. Calculations Pre ared b �� ` :r °d oo Signed&Sealed by Anchoring RW Bulding Consultants,:lnc.(-A#9813) o `r ��Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load, Lyndon F;:Sc rmidt - 5. Quality Assurance m fl Certificate of Participation issued by National ccreditation and Management -y ^ Institute,certifying that Plastpro,Inc.is manufacturing products within a quali �^ S sl: ter, 11 assurance program.that,complies with ISOA EC 17020 and Guide53.. Lyndon F.Schmidt P.E. FL PE,No.43409 9J2612017 Sheet 1 nfl 1 \ ALL WORK SHALL COMPLY WITH PREVAILING REVIEW DATE AV . J � 2619. plastpro CODES FLORIDA ELEBUICTRIC C IdO CODE, PLAN EXAMINVER •CITY , •... �'�•• now NATIONAL ELECTRIC CODE, ���'�. U) IM, AND THE CITY OF ZEPHYRHILLS _37.50'MAX.OVERALL 6.0 Z 5200 W. CENTURY BLVD. ORDINANCES r FRAMEWIDTH LOS ANGELES, CA 90045 I ? z r,'�0` I; n gam. Smooth / Wood Grain / White Wood Grain ..... z a Rustic /Mahogany '' 1t111n`m r 3 o Z Series N Fiberglass Door a E� m \ g 9 . INSWING/®UgTS�V a yN7ING �1 D 4 m a fn "NON-IMPAc I ZE oz GENERAL NOTES - - � i o This product has been evaluated and is In compliance with the 61h Edition(2017)Florida Building Code o t9 o (FBC)structutal requirements including the"High Velocity Hurricane Zone"IHVHZ). w i e �,z u � Q J 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material z o Z shall be beyond wall dressing or stucco. oo F w J ¢13 3. When used In the"HVHT'this product Is required to be protected with on impact resistant covering that 5 complies with Section 1626 of the FBC. O Om ^ w 4. When used In areas outs de of the"HVHT'requiring wind home debris protection,this product is required o y to be protected with an impact resistant covering that compiles with FBC,Sections 1609J.2&R301.2.1.2. o r5 it CL a a 0 5. For 2x slud construction,anchoring of these units shall be the some as that shown for 2x buck masonry a construction. �m e 6. Site conditions that deviate from the detalls of this drawing require further engineering analysis by a a licensed engineer or registered architect. Z 7. Outswing configurations meet water infiltration requirements for"HVHZ'. N N Z ry 8. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall 8 0 be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. b o� W - —� TABLE-OF CONTENTS g' SHEEiR DESCRIPTION 3 1 Typical elevations,design pressures&general notes w � 2 Door panel details and glazing detail o 3 Horizontal&Vertical Cross Sections(2X Buck) 410 &Vertical Cross.Sections(1 X Buck) =C1.UttRALL:;,'i RALL` :'-: ..: SbS :.:.:::.::::..:.: 4 Horizontal z 5 Horizontal'&Vertical Cross Sections(Direct to Masonry) fGN PRESSURE;jf'SE) oAr�:02116112 Z Gl:ASS., x 6 Vertical Cross Sections(Thresholds) sauE, N.T.S. TYRE:: .. .:....... ...._..._,._..:.__:_:_:: 7 Horzontal&Vertical Cross Sections(Direct to Masonry) 1 i_DIMENSlO !? . AIMEN510N..'_ ,. ;POSI iVEr NAG AT.IYEpi DWG.er: JK m e 8 Buck and Frame Anchoring cr+K.BY: IFS 3 37.5"X 81.63" 20.50"X 62.75" G1 +50.0 -50.0 9 Bill of Materials&Components DR411IN—NO: 0 6 FL-15220.1 N 27 a SHEET 0( 9 a DOOR SKIN TOP RAIL 1.38.5' (MIN.0.069"THICK) (CELLULAR PVC) r ���A, 81" G1 INTERIOR 1.22 a '� =� d to �/11.11115� U N•; %Z� e Em 9� mn - LOCK BLOCK(20"X 1.385") g r c w a EXTERIOR POLYURETHANE FOAM DOOR SKIN LATCH STILE REINFORCEMENT HINGE STILE REINFORCEMENT ( ) ro 0. N g o L a 2 HORIZONTAL CROSS SECTION MIN.0,069"THICK a m d a LATCH STILE(CELLULAR PVC) 2 (Cfll llle�AR PVC:) E Eoz 0 3a _ a. 35.75'MAX. DOOR a PANEL WIDTH JJ 20.50"MAX o �� D.L,O.WIDTH ?o p4 u 4' on r w z p - -- 7116"GLASS BITE a po EXTERIOR INTERIOR am p 1/2"OVERALL GLASS THK. 6I r` o 0 0 R — 1/8"TEMPEREDGLASS o o - Q �r i AIR SPACE GI a a $ 1/89'TEMPERED GLASS m E _ 0 SEE ALUM SPACER o = HARDWARE ^F PF-1200 P/MERIC FOAM z O CHART NB X 1-1l2"PFH SCREW o 0 0 GLAZING DETAIL r rn p o Z /� ; GT ODL LIE FRAME S o POLYURETHANE FOAM gg K c F D� z ...................... `, HARbWARE.CHART::`` z MANUFACTURER, : H10DELY N LOCK: SIGNATURE SERIES BOTTOM RAIL DAM 02116112 z T KWIKSET scraE: N.T.S. ° Q DEADBOLT: SIGNATURE SERIES(780) (CELLULAR PVC) Dwa.Dr: JK m n D00 PANE! LOCK: YH COLLECTION YALE CHK av: LFS o q0 DEADBOLT: YH COLLECTION(80 SERIES) �VERTICAL•CROSS SECTION DRAWING NO.: 2 FL-15220.1 0 N ' SHEET 2 OF 9 � • y i R:\CGenls\PIostpro.Inc PERMANENT\A-Fbritlo Product Approvals\FL-15220 Non-Impact Fiberglass L.Insvrng-Ouiswing\C-Drm,ings\I5221,ISM Sent 9.21-17\R-15220.1,dwg • m W A I' �Z OO c'o O r o y r f> A \\ a = \\ O N Z o W W O•N v A W X O A W N W 0 2 Q Q O �O �yo Vtn V v Z y m O r 7c 0 ry � VO• r V m 0 N 3Z D- � v ° d D Z m —• rn x W W55 A. O O C M ° c T ° (D ° $n A a �O rc �0TH 3;" V Viz° z H ttttuunp�//• 0.75 C SINK ���� SCQIAf m P� y� —J L 'v •.., E B. MIN. No.43409 vy x E a PRODUCT. Do meet.Prepared By., � oPLASTPRO INC. Lvnl,on F. Schmidt % S••!t20WDP = IW 1 z ro FIBERGLADD DOOR P. No. 43409 �AL ``�� 11 (n ? / C1t111►It t o N 2 OB 02 17 UPDATE TO 6Tt1 ED. (2017) FBG JK p RF OR ASSEMBLY: BUILDING CONSULTANTS. INC. v) 1 04 22 75 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, Volrico, FL 33595 w NO DATE BY HORIZONTAL & VERTICAL phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (2X BUCK) FBPE C.A. No. 9813 ®201 6 R.W.BYILOINQ CONBYLTANT$ING. • RNCEenis\Plastpro,Inc PERMANDJl\A-Florida Product.Approvals\FL-15220 Non-Impact Fiberglass Door-Inswing-Outswing\C-Drov+ings\15221I Im Sent 9-21-17\FL-15220.1.dwg r _ 1 I' r m a n .a 4 Q" a , Or.,T I F.` I "O I 3E n 1 r'of p I �z H o I m ay 3 Q y I O N Z f N1 � o 1 � � N n - 3•n 0 a I' rn o II ✓ Z { - a a s I va m I rn M 1m 29 I I• p 'o m I Os m �. p; •• i �ACr 11 y�yC O I m2 �•x 6f � V m n o Z m I0 - v9 N � - (' 1-1/4•MIN. i. / `��� V VCENBF'•�` /�� EMB.(tYP.) i L - No.43409 •: I PRODUCT: Dx ant.P.,;xaed ey:�, T PLASTPRO INC. Lynn n F. Schmidt ,/%.*,•. OAIDt.• FlBERGIADD DOOR P.E, 40. 43409 1111{\\ (yAl 1 ` .4 208102117 UPDATE TO 6TF1 ED. (2017)FBC JK PART OR ASSEMBLY., BUILDING CONSULTANTS, INC. I� O 5 (n 1 15 UPDATE TO STFI ED. (2014)FBC JK �. P.O. Box 230. Valrico. FL 33595 N NO DATE HORIZONTAL& VERTICAL CROSS SECTIONS (1X BUCK) BY Phone No.: 813.659.9197 I REVISIONS FBPE C.A. No. 9813 0 2016 R.W.S.Mo.NG CONSULTANTS INC. �' R:\Clients\Plostpro.InCPERMANENT\A-Fbdda Produclt Approvols\FL-15220Non-Impact Fbergb=Door-lnswing-Outswing\C-Drci+ings\15221�{1.Sent 9-21-MF1-15220.1.dwg I II I 1 dv 0-x 0 O N A >O O n �O A O 0�y 3 m � p o Z I Q m 2 A 2 0 0 YJf N O O�7 H I V N m�0 al 0 �4 ;on mA O ^ a v 0 °< M � v m i rn x 1 n M z a 90 O+� �O.Zf • t0� V 0 Z Z N a 1 E:MB.PYP.J i No.43409 ' PRODUCT: D eats Prepared By:� . +P!'N1434hmidtPLASfPRO INC. •....FIBERGLADD DOORi1 Cn? Z q� ha 1 4 22 15 UPDATE TO STH ED. (2014)FEiC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. HORIZONi k VERTICAL CROSS P•0. Box 230. Vale,*—, FL 33595N NO DATE BY SER'ZNS�DIRECT TO MASONRY) Phone No.- 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2D 1 6 R.W.BUILDING CONSUL-1e 8 INe.' r R[1ClientAPlastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15220 Non4mpact Fiberglass Doors Inswing-Cutswing\C-Drawings\15221-Jim Sedt 9-21-17\FL-1522Udwo 1-6 ° 1-1/4"M N. EMB. .) m m m ° A P D OC C_rts ° =n °n t0 0 c,o � Q y D O CA _ = m Z " m G I0 ep D ' ° v 0 > � w A m 1-1/4"M N. EMB. .) m n ° m y .a n m 0 ^ o T)n o 0 o H _ m ' n z ° z � (a m v oo ^' i G/ No.43409 s'e x '^ S P ODUCT: Doe menu Preparod By.i 9 PLASTPRO INC. Lyn on F. Sehrnidt �iy s.........•','�,�G'`�� I° I z N IBERGLADD DOOR P•E No. �`'D9 ��i S�OAIAL���� to 2 7�I►I►R IlA1� o N) ti 2 8 02 17 UPDATE TO 6TH ED. (2077)FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS• INC. hp j] N tq 1 4/22 15 UPDATE 70 STH ED. (2014)FBC JK P.O. Box 230, VGlrico, FL 33595 w N0. DATE BY SECTIONS(THRESHOLDS) Phone No.: 813.659.9197 REVISIONS I FBPE CA No. 9813 ®2G16 R.W.B-DING 110N$Il1_ 1-INC. I'l MAX. MAX, n 4m 7' tea• �_��?�n _► I ' MIN. — Ls, MAX. W'•. o o;I Nz C 1� �r � ttt �•� ��\ i�ro o C e EA zai oo cm 40 40 U` u a.o a a � mda� a oz EXTERIOR INTERIOR EXTERIOR INTERIOR J a i_ of Y z ' 5 VERTICAL CROSS SECTION VERTICAL CROSS SECTION �o 7 Shown Direct to Mason 7 Shown Direct to Mason Ouiswingonlyw/4-9/]61)omb Outswing only w/6-911�')amb z_o 4% am N� � o0 rn C 1 1 C Eq C C 'gym rq ZE INTERIOR 40 40 N N by b e q' by e q O INTERIOR 8 V) ` N d0 40 ;•j3 N OR o CL M --- AA- EMB. (TYP.j ^ 1.- EXTERIOR qE b ° ns 1 E�` EXTERIOR �� / w^ u z 1-1/4-MIN. �1-1/4'MIN. M �1-1hfMIN. onTe02 16/12 z EMB.(TYP.) EMB.(TYP.) —' EMB.)TYKI Q.T.S. ° s 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION m a 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Mason CHK sr; LFS 7 Shown Direct to Masonry Outswing only d 9/15yjamb otunHc Ho,; tt a 7 Shown Dlrect to Masonry 7 Shown Direct to Masonry Outswing only w/6-9/16'jamb H fl Outswing only w/4 9/16'jamb Outswing only w/4-9/16'jamb FL-15220.1 0 U a' DIRECT TO Kill 4-9/16"JAMB P (SEE SHEEP MASONRY JAMB(TYP.) J��� • * lv�; LO J m O m bq L 2X BUCK I 8 P•: D TYP.HEAD v a u Z°� $ &JAMBS G 1XBUCK \ V g ro 9 DIRECT 70 \\ Al a rn a 7 R o m MASONRY7 MASONRY D MASONRY VVv m a a M. OPENINQOPENING �° z — —-- -- &IAMBS FRAME 4-9/16"JAMB M z 0 ~ 6-9/16"JAMB N o c= 0 2XBUCK — DIRECTTO _ ?o 2X BUCK MASONRY JAMB(TYP.) ci (SEE SHEET 7) o O — ( INSWING — �I o cyi • •°' �HOUTSWING a � m >?r q m TYP.@ SILL ti E ' • .• 9 • ' . • • V ° f 4 z N N fN CONCRETE ANCHOR NOTES: BUCK ANCHORING STRIKE JAMB FRAMEANCHORiNG HINGE JAMB o .Concrete anchor locations at the corners may be adjusted to maintain the min. Masonry ZX buck construction LA LL edge distance to mortarloints. 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— DIRECT TO _ _ DIRECT.TO - c may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. MASONRY M M MASONRY j 3.Concrete anchor table: i X BUC B g ::..:....: 1 CLE RANGE' MIN`CLEARANGE w MN.:. 9...:.: KG 9 GIXUCK ANCHOR:`,`ANCHOR: MIN.:.`:'"':.:. TO:MA'SONR,Y)'••.: TO.ADJACENT';;: ,EMBEDMENT: ::::.:.., :...... . •. 2XBUC BUCK K L 28 " 58 2X o ... :ANCHOR - 10 N ITW ® 1/4" 1.1/4" 2" 4" DIRECT TO a z u Z TAPCON M MASONRY nae 02116112 i ELCO ® 1/4" i-1/4" 1" 4" 27 D G 1XBUCK u�: N.T.S. ULTRACON NO.BY: JK m' o TAPCON® 3/16" 1.1/4" 3" 1•i/2" / 58 BUCK cHK.BY. LFS WOOD SCREW INSTALLATION NOTES: owvnHc NO.: s 1.Maintain a minimum 5/8"edge distance,i"end distance,&I"o,c•spacing of HINGE DETAIL LATCH&DEADBOLTDEIAIL FL-15220.1 wood screws to prevent the splitting of wood. a SHEET 8 OF 9 N O l l `` * fit' 01 BILL OF MATERIALS 4.56" I ;�0� �'0' '� ITEM 0 DESCRIPTION MATERIAL c A IX BUCK SG>=0.55 WOOD _CT• * �/_ Z�� N i N i'7 Z •ti`Oti F O! B 2X BUCK SG>=0.55 WOOD .0 QZ 3 o n C 1/4"MAX.SHIM SPACE �i��� •.• ;fi�?��� R> m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �—2.44"—►�—2.13" ���i��� •••P `\��%% o d MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ++ +++��� 8"' z E CONCRETE POLY FIBER JAMB a o 3/1 'x HOLLOW BLOCK CONFORMING TO ASTM C90 a— z w G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL Plaslpro \ u g 9 o u a H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL , ` a U) mm d a In ry 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL VV �jc LL J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4.56" o Z -- I I W CONCREISCREW --- — - ---. — E — ----- -- --- -- — ----- ----- — -- , L #10 X 2-1/2"PFH WOOD SCREW 11.15"MIN.EMBEDMENT) STEEL J a M 3/16"X 2-1/4"TTW CONCRETE SCREW STEEL N 3/10 X 2-3/4"RW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREWSTEEL I 0 1 POLY FIBER JAMB COMP./VINYL ! f--2.36" ►�. 27' z o 2 FINGER JOINTED PINE FRAME WOOD oo ¢o WOOD u- JAMB 7 WEATHERSTRIP FOAM 2�— o �o 8 DOOR BOTTOM SWEEP VINYLf i :3� 9 4"X 4"BUTT HINGE STEEL acn m 11 #9 X 3/4"PFH WOOD SCREW STEEL o 27 LATCH STRIKE PLATE STEEL 9! 8 1KEl'fA7 T 2.088" EEI o a a 30 OUTSWING THRESHOLD ALUM/WOOD J >?m 34 OUTSWING THRESHOLD ALUM/WOOD c 37 INSWING THRESHOLD ALUM/WOOD IITT 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTION DETAILS 0.52' rl- g. 58 #8 X 2"PFH WOOD SCREW STEEL 7 WEATHERSTRIP FLOOR BOTTOM SWEEP N N Z En Ur0 Orc a z W 6 4.56° 4.6" ` i 4.56" w I O L N^z c°i GATE 02/16/12 i a 0IRSW'NG THRESHOLD �w1 OITTSWING 1HRESHOLD SCALE: N.T.S. V DLP IQ0SR) aY ColumblN.High Dam 1581) OWa.m: JK m' e 37 INSWING THRESHOLD CHK.DY: LFS 3 TI DLP 11SCSI DRAWING NO.: a FL-15220.1 " 0 SHEET 9 OF 9 d � l i R R w Building Consultants,, Inc! W Consulting and Engineering Services for the Building Industry P.O.Box 230 Valrico;FL.33-595 Phone 813.659.9197 orida Board of Professional Engineers CeGificate ofAuthorization No.9913 II / I(lact EvaluafliI / 'J/ ?' / I l /ate.- Septembei-26j,2017 I Product Category Sub Category ;I Manufacturer i Product Name. Plastpro Inc. Smooth:/Wood Grain/ftite-Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic Mahogany Doors Assemblies Los Angeles,CA Series I Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Non-impact" Scope: Product Evaluation report isstied,by R W Building Consultants, Inc_&Lyndon F.Schmidt,P.E.(System.ID#1998)for Plastpro Inc.,based on Rule Dhapter No.61 G20-3,Method 1 D of the:Stafe of Florida Product Approval,Department_of Business:&Professional Reg lillation. RW Building Consultants anc Lyndon F.Schmidt, P.E.'do not have norwill acquire.financial interest in the company manufacturing or distributing e.product onin any other entity involved in the approval process.of the product named Limitations: 1. This product has been evaluated and it! compliance with the 6th:Edition(2017)Florida Building.Code(FBC)structural requirements including the"High Velocity Huiricarie Zone". i 2. Product anchors shall.he as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When-used in the"HVHZ"this product Is Fquired to be protected wit an impact resistant coveringthat complies-with Section 1626 of the FBC: j 4. When used in areas outside:of the"HVH "requiring wind bome debris protection,this product is required to be protected with ah impact resistant.,covering that complies�th FBC Sections 76d9.1.2 8�R301.2.1.2. 5. For 2x stud framing construction,anchori i g of these units shall.be the.same as that shown for 2x1buck,masonry construction. 6. Site conditions that deviate from the.details.of drawing FLA5220.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations.meet waterinfilt lion requirements for"HVHZ". 8. Inswing configurations do not meetthe w'ter infiltration requirements for the"HVHZ"_Inswing units:shall be installed only in non- habitable areas-or at habitable locations rotected by ari overhang or canopy such that the angle between the edge.of canopy or overhang to sill is less than 45 degrees. 9. See drawing FLA5220-1 for size and.-dbsqgn pressure limitations. Supportlrig.Documents: 1. Test Report No. Test Stand rd Testing Laboratory Sinned bv. TELDT-0223-2 TAS-202-94 11 Testing Evaluation Lab-jric. Wendell Haney,P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98, ETC Labdtatorfes ! Ben Meunier ASTM D19291 96 ETC 08-209-20609.1 ASTM G155- 5a,D638-03 ETC Laboratories Gurjinder Dhami ETC 06-255-17412.0 ASTM E84-0 ETC Laboratories I Joe Doldan,P.E. ETC 05-255>16776:0 ASTM G26 9 ,D2843-99,D635 98, ETC Laboratories Joe Doldan,P.E. D1929796,D638-03 TEL 01.39184.6 TAS 202-94 Testing Evaluation Lab.,lnc. William Shelton,P.E. 2.- Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropylene(00L) 3. Drawing No: Prepared bly 88fi�eaoe.r_aA� Signed&Sealed by No.FL-15220:1 RW BuildingLyndon F.Schmidt,P.E. 4: Calculations Prepared byConsultants,Inc..(CA#9813) � $a�.r,,-�$ S q ed&Sealed by Anchoring RW Building Consultants;Inc.(CA#9813) 00o p't� i+1L; ®gym Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Sc midt,RE, o Noe3,3400 p 5; Quality Assurance o^r Certificate of Participation.issued by National ccreditation.and Management o Institute;certifying that Plastpro,Inc.is manufacturing products within a guali19 typ assurance program that complies with ISO/IEe 17020 and Guide 53. r' ..`L •'1(� 0 ®�A{ � i?t;�•'� �� Lyndon F.Schmidt,.P-E. ....... ' FL PE No.43409 9/26/2017 Sheet 1,of 1 �ed7�8beGS n Y`�°31 plastpro M. \• g' •• Z 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain _1111zrrrrr Pry`i�� Ell 0 U N.. Rustic/Mahogany 9 a z Series N Fiberglass.Door $ 5 d OIL , 115.00"MAX.OVERALL FRAME WIDTH ° m d A.t' INSWING/OUTS WING o E oz g ------- -- - T'--—----------- --—---373 -__ 73D AIAX OVERT - --- - — --— GENERAL NOTES FRAME WIDTH I I FRAME WIDTH 1,60 1n 1. This product has been evaluated and is In compliance with the 6th Edition(20171 Florida Building 1;o Code (FBC)structural requirements including the"High Velocity Hurricane.Zone"(HVHZ). o 0 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco, o o, a } ¢ z z m 3. When used In the"HVHZ"lists product Is required to be protected with an Impact resistant covering 3 w n that complies with Section 1626 of the FBC. 4_m 3 s 4. When used in areas requiring vdnd bome debris protection,this product is required to be protected 5 o s wilh on Impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2, m 0 0 Q:I a 0 S. For 2x stud construction,anchoring of these units shall be the some as that shown for 2x buck masonry w w O a a construction. J Lr .8 6. Site conditlons that deviate from the details of this droving require further engineering analysis by a a licensed engineer or registered architect. 11° �^ Z 7. OutswingconfigurationsmeetwaterInfiltrationrequirements4or"HVHZ". _e rN z 8. Inswing configurations do not meet the water Infiltration requirements for the"HVHZ'.Inswing units shall 6 o be Installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees: oR TABLE:OF_CONTENTS SHEEN DESCRIPTION >> i a 1 Typical elevations,design pressures&general notes 2 Door panel details o a 3 Sidelite panel details and glazing detail m µ 4 Elevations N z ° 5 Horizontal&Vertical Cross Sections(2X Buck) ° z _ _ DATE;02120112 z Q G Horizontal&Vertical Cross Sections 1X Buck ;."QVERAit- ; ;r'QY�liAkl'',.. - DESIGN°PRr$SURE:RSFj s�rE: N.T.S. 4 7 Horizontal&Vertical Cross Sections Direct to Mason G)A'SS _ l._ TYP.,E; DwD, I JK m ( Masonry) " :FRAME`.:..:'.: . ' O . .iA :.:: . s s 8 Vertical Cross Sections Thresholds DIMENSION, _ ' fOSiTIVt' `- hIEGATIVE': c K,Dr; LFS # (Thresholds) DIMENSION 9 Horizontal&Vertical Cross Sections Direct to Masonry) ' 500" DMWINC NO.: � 10 Buck and frame anchofing 11 . X 81.63" 20.50"X 62.75" Gl 150.0 -50.0 FL-15220.8 11 Bill of materials&components ° SHEET 1 OF 11 N D - t R1 ' °, I 79.27 MAX.DOOR PANEL HEIGHT 1.75" • NN OIM T 0 Flal rn 0 -vc�i _ 1 w FM:3 _�L?� m x��c I M ; 4 m_ C m X 41 < ° rn m n�m Q ZX i�3 N N M no >0 D 0 ��• z O O m. _ 'n rn ::i m.;..;':.:-'may' -o s 0 00 C C� m m 0 0 m m df v y b, K 4 ED ED C Z i� m w0 I n� N-+ I0 S� �n rn 0 ,,.. y . i Cq p �Z 111111i llttlrj � F,'SCMRyl���4i No.43409 ' PRODUCT: Doc manta Proparad By.��, ✓ r� PLASTPRO INC LynJ on F. Schmidt �i,'�•, �'(.'````� IN cn o z\ I FIBERGLASS DOOR PX No. 43409 B 02J77 UPDATE 70 67N E0. 12C171 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iy o z to\ 1 04722715 UPDATE TO 5TN ED. (2Q1dJ FBG JK ( DOOR PANEL DE7AIL5 P.O. Box.; 81 .659.9. FL 33595 -' m rn ro NO DATE BY Phone No.: B73.659.9797 REVISIONS FBPE C.A. No. 9813 {4j 2Dt2 R.W.B—OING CIIN8UlT6NT$INC. 1 R:\Gients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15220 Non-Impact Fiberglass Door-Inswing-Outswing\C-Drawings\FL-15220(2017, L-15220.8Av%3-3 79.2�'MAX.DOOR PANEL HEIGHT I6275 MAX.D.L.O.HEIGHT � r I. f q^ � ! ✓ x I "-' o z O O� c3 —� 0 m x C m x a �i 1.5-O.C. ° n I. � X I x nelm Z m o I 0 M C. rri a � O J b O 0 X 2t 7S w iv m_ m z ro >m y rll x m G) rTm m m y0 G) tiffs Z - ,n to m f � J Q (1 C mm SO m z c Qrn oO [7r � ,00 n� Z MT 40 x I M `�ttttttttttrJlr��f �rn � SCkly�� q1f 0 No.43409 ' PRODUCT: D.M antes Pm aced%r�, PLASTPRO INC Lyn c�i n F- Schmidt 'J Ic" r nOi I FIBERGLASS DOOR P 11 S -}I No. 43409 -4 p 2 0870217 UPDATE TO 6TN ED. (2077}FHC JK PART OR ASSEMBLY: BUILDING CONSULTANTS,t INC. 't I"" O -11 y T D4 22/T5 UPDATE TO STN ED. j26i4) F8C JK $IDELITE PANEL DETAILS LIf i P.O. Box 230,Valrico. FL 3359E Cot I NO DATE BY I ANp GLAZING DETAIL Mono No: 813.659.9197 REVISIONS FBPE CA No. 9813 02C 12 R.W-BoiLoiNa Co.--.—I... ( 1 t I I _ i I • i FL\Clients\Plastpro,Inc PERMANENTW-Florida Product Approvals\FL-15220 Non-Impact Fiberglass Door-Insvhng-Outming\C-Drawings\FL-15220(2017)i L-15220.8.dv,•g,3-4 - i i i i I i O Na 4 041® to cr+ mw � Z� t A A � P W •o W i I i I i I • I `11111111I////7 ' Z,5 No.4340 PRODUCT: 0. t. Prepared Bv: ..��• .• ` r i I PLASTPRO INC Lynd n F. Schmidt '•� fl�'•G�``` I� I N I FIBERGLASS DOOR P.E. o. 43409py�AL OB1021 17 1 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: mK BUILDING CONSULTANTS,INC. hO X _IA 1 04/22 75 IUPDATE TO STH ED. (2014)F6C JK rl Vl P,O. Box 2.30. Volrlco. FL 33595 O ra NO DATE I t BY ELEVATION Phone No.: 813.659.9197 I REVISIONS I FSPE CA No. 9813 02o12 R:N.BI]IL01N CONSYLTANTS INC- RALlients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15220 Non-Impact Fiberglass Door-nsvAng-Outs Ang\C-Drawings\FL-15220(204 L-152209.dwg,3-5 S 0 y 0 y 0 7 Q 7 c QmQOE^ Cr m 0? m 3 3Q0 m D-S tna 7<—m 3 m 0 S N / p O t A m 0 3 j IV 1? n m O C O � r O i9 A n m W � a m � r n0 a. A m 3 Q3 0 a oaf y � O m rn O I0 0 O .o m � Z o 0 O c m C X H O rn 70 9$ _r O '-v— CD o n V 3 p O r W U 0 S W c D N r„ T • •D v M o ° . 7 0 A f O W 3 f0 H W Z m ti o'f) m `O O Z m X 7 M M m M O c O N m m W OW X i N y M y O o Z m Om' m Z 0. n �� MW c 0 y � ro^ v ra ry f n 3—r V y Z 1 m �y � rn N 30 X � v ' °Z m 1 1 0 A e 0.15'C-SINK n 0.15'OINK (TYP J `�1tnlufp� l7 EMB.[TYP 1-1/4"MIN. / No.434o9 ' '^ PRODUCT: wrpa+�Pre�red sy: PLASTPRO INC Lynd In F. Schmidt 'i�� �l7f�Ot••���: FIBERGLASS DOOR P.E o. 43409 �lflllittl�� 02 17 UPDATE TO 6TH ED. (2017) FBC JK P T OR ASSEMBLY: %mj BUILDING CONSULTANTS, INC. 1 4 22 T5 UPDATE TO 5TH E0. (2014) FBC JK v , P.O. Box 230,Vclrieo, FL 33595 m N NO DATE BY HORIZONTAL & VERTICAL Phone No.: 873.659.9197 REVISIONS ROSS SECTIONS (ZX BUCK) PEPE G.A. No. 9813 02D16 R.W.6UILOING CONSULTANTS INC. k\Clients\Plastpro.Inc PEP.MANEN7\A-Florida Product Approvals\FL-15220 Non-Impact Fiberglass Door Inswing.OuWjng\C-Dravvings\FL-15220(201� FL-15220.B.thvg,3-6 • N �Z • !Is lO C Q O O QN QO.. o m o 0 —Q n n o co 0 3co �_ 3 p P n C~J O• O O O O Q m �m n <Q s D o O- a a� 0' rn 0 m � O m 03q p " ro f p OXb o a v m J I m m rn rn rn Z a rn w W _ O , o e (�� n O e wN 70 c0 , I fG 0 yy n rN 1 -.-..y Q s rn � e ¢J IOU_ = z n o �o z m e � eo ^j I 07 �1+ N n 1-Ile MIN. EMB.r"mp.) 1-114"MIN. EMB.(TYP.) N0.43409 ' x a I PRODUCT: nanfhl b Prepared T PLASTPRO INC LyndonnF. Schmldt �+� 'FLOFg..0, n� I FIBERGLASS DOOR P.E.I1No. 43409 ` `` tttltliltll�� 8 02f17 UPDATE TO 6TF1 ED. (21 F8C JK PART OR AS5EFAKY. (jJ�y BUILDING CONSULTANTS. INC. UPDATE TO 57N ED. (2014)FBC BY P.O. Box 230. Vulrico. FL 33595 -- m I'a N0. PATE I HORIZONTAL & VERTICAL Phono No.: 813.659.9197 I' REVISIONS CROSS SECTIONS (1X BUCK) FBPE CA No. 9813 '*�2C16 R.W-8Ui4i?iNG C..Su nM3 lNo. ^ ^ ' -^ ' � ' � P. R.'\0ients\P1astpw,Inc PERMANENDA-Florida Product Apprmals\FL-15220 Non-Impact Fiberglass Door Inswing-Oumving\C-DmVings\FL-15220(201 11\FL-152M&dwS 3-8 M M M N M z C C A., C:k 0 py rn 1-14 MIN, CA) C" EM8.M.) O 1-114"MIN. rn EMB.UYP-) M M M EMB.tryp.j z 0 0 r 1-1/4"MIN. EMB.UYP.) M C M a > 0.— > M 0. 22 cl 0 0 0 M M I-IM-MIN. EMB.fTYP.) M M z 0 co ;U 0 O Fil cc 0 0 hti No.43409 PRODUCT- oxu ante P"Por"d ey:_ PLASTPRO INC Lyn t F. Schmidt ........ FIBERGLASS No 43409 1co DOOR P.F_or'. N) UPDATE TO 6777 ED. (201-7)F8C K.1 r­ _�K Ic RT.OR ASSEMBLY; BUILDING CONSULTANTS. INC- UPUAIE TO 5TH ED. (2074)FBC JK VERTICAL CROSS ff P•0. Box 230.V.Irico. FL 33595 REVISIONS BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 W�BuILD-ts C..S.—t­ PE CA No. 91313 2016 R_ MAX, �r MAX. :at; $ <•. J' Vol MIN. I� MIN. N;7 ° rc'i +' m C V E iq Z� w c 'm a Ee K �o z ur— o�a — EXTERIOR INTERIOR EXTERIOR INTERIOR p �o 2 VERTICAL CROSS SECTION VERTICAL CROSS SECTION SECTION o 9 Shown Direct to Masonry 9 Shown Direct to Mason y z a >o o` Outswingonlyw/6-9/16'jamb Ouiswng only w/6-9/16"lamb OI �-1 J QW m O G Vl m NOTES: c�i p o0 1.Spacing for item K:8'from each end and at of r xw --^- centedine(3 total). �_ 0 2.Sidelite assembly screws located 6"from top and bottom then 6 more equally spaced(8 total). C m n n a E INTERIOR j ao N N z z 50 N o0 >> z EXTERIOR K E o N oAll SEE NOTE 2 I-1/4"MIN, I z EMB.(TYP.) w z ca �ORIIONTAL CROSS SECTION DATE,02120112 0 Shown Direct to Mason y SCALE: N.T.S. d Outswing onlyw/6-9/16'jamb ° MO.BY: JK m CHN.BY. LFS 3 Uy DRAWING NO.: N d FL-15220.8 0 SHEET $ Of t 1 N O a � 1 1 A. x•,a,�: •off'�U) Z, 'O�`Z ice• C-3 Dmn 4"(YP.) n �i �� inn Ryp A —;.T-.,�•�„—�-. g��Pp.)-� �- 4"(TYP.) F° � ••z di f f n 4 z oZU ^ r C" Lm IN a N� D T �ta a m dad 0 0 2X BUCK L �1 c 6 —T - _ - - - - - - - - - - - - -- --- - XB CK - - --- - - TW 0 I DIRECT TO D �i o a 2X REINFORCEMENT 1 MASON YIP .HEAD Z d 2X BUCK SHOWN FOR REF. &JAMBS ze ONLY d yY O U An r •4 -- C `V Zp acn w MASONRY a.d �, 12 KINSWING ^O '� CC OPENING -O T 1 w H I a m 6-9116"JAMB >?m DIRECT TO MASONRY g FRAME ANCHORING HINGE JAMB BUCK ANCHORING STRIKE JAMB JAMB(YP.( tl a (SEE SHEET 9( In ITO E n a A O O Z ON QN N W W LD CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 0 0 a _edge distonce.to.mortorjoints._ - 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to lC o 0 a maintain the min.edge distance to mortar joints,additional concrete anchors 10 s may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ^ 3. Concrete anchor table: o N a LL IN. 27 CLEARANCE.:' MIN::CL(;AARA CE 0 A`rkAQR: 'ANCNOR..;:;..:..MIN.-.:: M N:... a :•: : : .TO;M%ISONRY:'"; TOAD4ACENI' TYPE,>';' SIZE EMBEDMENT' ..,.......:.:..:: ..:: ;.::EDGE :`• , :.`:ANCHOR:. `:'': N z LATCH&DEADBOLTDErAIL HINGE DEMIL a ITW DAB,O 20 12 TAPCON® 1/4" 1.1/4" 2" 4" SCALE: N.T.S. ELCO ® 1/4" 1.1/4" 1" 4" Dwc.Bv: JK a ULTRACON CHK.BY. LFS WOOD SCREW INSTALLATION NOTES: DNnMiNG NO.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-15220.8 wood screws to prevent the splitting of wood. SHEET_1 O OF 11 O f. "C l 1 1 n ' BILL OF MATERIALS 4.56' --� 0V *• /��� �. 11Eb1 U DESCRlPRON MATERIAL g:• •$' X % in A 1 X BUCK SG>=0.55 WOOD r B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE %�''• • y: 8 o ro �H ELCO O ITW CONCRETE SCREW STEEL � •.•• ` Li to la E MASONRY4'3F000 PSI MIN.CON CONCRETE CONFORMING TO ACI CONCRETE r—2 36" —2x '�����i��t *! ttt t g`` U UI 0-m 0. 301 OR HOLLOW BLOCK CONFORMING TO ASTM �C90 a R o G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL T Emb&SID E m z m 6 d H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL r 4.56° Fn a N"� m a a mLL J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 10 9 O n o Z—� PFTiT]RY9'TACCS 9 W L #10 X 2-1/2"PFH WOOD SCREW(1.IS'MIN.EMBEDMENT) STEEL 1r� ��a F4 M 3/16"X 2-1/4"ITW CONCRETE SCREW. STEEL N 3/16"X2-3/4'ITW CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL 2A V' 2.1S I 2 FINGER JOINTED PINE FRAME WOOD UDC 7 WEATHERSTRIP FOAM HEAD&SIDE zo 'w 8 DOOR BOTTOM SWEEP VINYL 2 Poly fiberlamb ` 9 4"X 4"BUTT HINGE STEEL �, �� m o0 11 #9 X 3/4"PFH WOOD SCREW STEEL 4,56 ' �' M-m N J" 27 LATCH STRIKE PLATE STEEL 4.56" ¢ m F 28 DEADBOLT STRIKE PLATE STEEL 2 03"—� o 19— UTSWING-THRESHOLD-13 D LUMAYGO 31 OUTSWING THRESHOLD BY DLP ALUM/WOOD a ° a 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUMIWOOD r j� 34 INSWING SIDELITE ALUMINUM THRESHOLD BY DLP ALUM/WOOD 35 SIDELITE SPACER PVC' �_ADJUSTABLEINSWINGTHRESHOLD ,s 0 WING7NRESHOLDBYDLP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS U U 58 #8 X 2 PFH WOOD SCREW STEEL z 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - N 88 2X REINFORCEMENT(CLEAR PINE)SG>=0.49 WOOD 0 4.6" H n 7'21 o 00 = zz 0.06" �1 SIDEI1lE 1NSWING THRESHOLD �,ZOUTSWING THRESHOLD a Z u° "' Columbia—High Dam(581) DATE:02/20 ]2 z scA r, N.T.S. o Dwo.By.. JK m cNN,ar., LFS 3 35 i DRAMNO NO.- FL—15220.8 r' o SHEET ]i OF ]] W a' R y R W Building'Cionsultants, Ine-J Yy B Consulting and Engineering Services for the Building Industry C P.O.`Box230Valrico;FL33595 Photie813.b59.9197 F rida Board ofProfmional Engincersl Ccrtificate of Authorization No.9813: 0 / 'f/ Report I ! i Product Category Sub Category Manufacturer Product Name, Plastpro Inc. Smooth,I.Wood Grain[White Wood,Grain Exterior Swinging Exterior Door 5200-W.Century Blvd. Rustic.!Mahogany Doors Assemblies Los Angeles;CA Series N Fiberglass Door, yy Phone 440.969.9773 inswing Outswing:-"Non-impact" Scope. Product Evaluation report issil d by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro 1nc.;based on Rule.6tiapter No.61 G20-3,Method 1 D of the,State of Florida Ptodtict Approval;Department of Business:&:Professional Reg6lation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not.have nor will acquire financial interest in the company manufacturing or distributing a product or in any other entity involved in the.approval process of the product named Limitations: 1. This product has been evaluated and is in compliance with,the 6th Edition(2017)Florida Building Code.(FBC)structural requirements including the"High Velocity Hurricane Zo e'. 2: Product anchors=shall be as listed.and sp�ced as shown on details.-Anchor embedment to base material'shall be beyond wall dressing or stucco. 3. When used in the."HVHZ"this product is lequired to be protected-wit an impact resistant covering that complies with Section 1626 of the FBC. iI 4- When used in areas outside of.the"HVH 'requiring wind borne debri' protectiion,this product is:teguired to,be protected with an impact-resistant covering that complies w th FBO Sections 1609.1.2&R301.2.12- 5. For 2x stud framing construction,_anchos g of these units shall be the same as that shown for 2x buck masonry.construction. r 6. Site conditions.that deviate from the de Lails of drawing FL-15220.8 require further engineering:analysis by a.licensed engineer or registered architect. 7. Outswing configurations meet:water inflirpltion requirements'for"HVHZ'. S. Inswing configurations do not meet the water infiltration requirements-Tor the"HVHZ'.,inswing units shall be installed only in non- habitable areas or at habitable locations l; otected.by an overhang or canopysuch that the angle:between the edge of canopy or overhang to sill is less than 45 degrees. ! 9. See drawing FL-15220.8 for size and des! n pressure limitations, Supporting Documents., 1. Test Report No. Test Standard Testing Laboratory Signed bV TEL 07-0223-2 TAS.202-94 II Testing Evaluation Lafi.,hic. Wendell Haney;RE: TEL 01390865 TAS202 94 !� Testing Evaluation Lab.;lnc. Wendell Haney,P.E. ETC 07-209-19303.0 ASTM D2843I11199,ASTM D635-98, ETC Laboratories Ben Meunier ASTM D192956 ETC08-209-20609.1 ASTM G155-y5a;D638-03' ETC-Laboratories GuijinderDhami ETC 06-255-17412.0 ASTM E84-01 ETC_Laboratories Joe Doldan,P.E. ETC 05-255A6776.0' ASTM G26-95;D2843-99,D635-98,. ETC.Laboratories Joe Doldan,P.E. D1929-96,DE 03 TEL 01391846 TAS202--94 II Testing Evaluation La-..;lnc. William Shelton,P.E. 2. Miami=Dade NOA Materials Testma 15-12Z3.02 HP Polypropyj ene{ODL) 3. Drawing No. Prepared b � �� �g; r.r_•, " Signed&Sealed by Na-FL-1.5220.8 RW Building Consultants,Inc.(CA#9813) 4 Lyndon F.Schmidt,P.E 4. Calculations Prepared b ,, =�Sv—e,u =� `o Signed&Sealed by Anchoring RW-Building Consultants,.Inc.(CA#9813) o o° Lyndon F.Schmidt,P.E- ASTM E1300 Glass Load. Lyndon F.:Sc midt,P.E. o N 0 `Z 4 O' _ 5. Quality Assurance m Certificate of Participation issued by National Accreditation and Management 9 Institute,certifying that Plastpro,.Inc.its man uf during products within_a quality assurance program-that complies with.ISOAE 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 .9/26/2017 Sheet 1 of 1 ,